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Plans (11) BU P2018 -00188 3 of 4 i ABBREVIATIONS VICINITY MAP SHEET INDEX bassetti COVER&CODE SHEETS A4.14 WALL SECTIONS S2.53 UPPER AUX LEVEL FLOOR&UPPER ROOF P2.27 PLUMBING ROOF PLAN-AREA S1 • 00.00 COVER SHEET A4.15 WALL SECTIONS FRAMING PLAN-AREA S1 P2.28 PLUMBING ROOF PLAN-AREA S2 architects LIST OF ARCHITECTURAL ABBREVIATIONS G0.01 PROJECT INFORMATION A4.16 WALL SECTIONS S2.54 UPPER ROOF FRAMING PLAN-AREA S2 P2.31 PLUMBING UNDERGROUND- AREA El SW SETTLER ST ---1A4.17 WALL SECTIONS S2.71 MAIN LEVEL FOUNDATION PLAN-AREA El P2.32 PLUMBING MAIN LEVEL-AREA El ACC AMBULATORY ACCESSIBLE TOILET COMPARTMENT MAX MAXIMUM I COVER&CODE SHEETS A4.18 WALL SECTIONS S2.72 UPPER LEVEL ROOF PLAN-AREA El P2.33 PLUMBING ROOF PLAN-AREA El ACP ACOUSTICAL CEILING PANEL MDF MEDIUM DENSITY FIBERBOARD G1.10 ARCHITECTURAL SITE PLAN A4.19 WALL SECTIONS S3.01 BRBF ELEVATIONS P4.01 WATER/FIRE RISER DIAGRAMS 721 NW 9TH Ave, Suite 350 ACT ACOUSTICAL CEILING TILE MDO MEDIUM DENSITY OVERLAY z G1.11 FOUNDATION AND UNDERSLAB DRAIN PLAN A4.20 WALL SECTIONS S3.02 BRBF ELEVATIONS P4.02 WASTE RISER DIAGRAMS Portland, Oregon 97209 ACWP ACOUSTICAL CEMENTITIOUS WOOD FIBER PANEL MFR MANUFACTURER g AFF ABOVE FINISH FLOOR MIR MIRROR w a GI.12 SITE DETAILS A4.21 WALL SECTIONS-GYM FIREWALLS/SEISMIC S3.11 EXTERIOR ELEVATIONS P4.03 GAS RISER DIAGRAM > Z T (206) 340 9500 F (206) 340 9519 ALUM ALUMINUM MISC MISCELLANEOUS A m 0 G2.10 CODE&AREA ANALYSIS JOINTS S3.12 EXTERIOR ELEVATIONS P6.01 ENLARGED PLANS-KITCHEN APPROX APPROXIMATE MMA METHYL METHACRYLATE } ta ` a G2.13 EXITING/EGRESS&FIRE RATING PLAN-LOWER A4.22 WALL SECTIONS-LOBBY FIREWALL S3.13 EXTERIOR ELEVATIONS P6.02 ENLARGED PLANS AVE AVENUE MO MASONRY OPENING a a I s- i ccv LEVEL A4.23 WALL SECTIONS-AUTO SHOP SEISMIC JOINTS S3.14 EXTERIOR ELEVATIONS P6.03 ENLARGED PLANS AVG AVERAGE MET METAL OD o d',, > G2.14 EXITING/EGRESS&FIRE RATING PLAN-MAIN A4.24 WALL SECTIONS-SEISMIC JOINTS S3.21 FRAMING ELEVATIONS P6,04 ENLARGED PLANS CIVIL ENGINEER& LANDSCAPE AWP ACOUSTICAL STRETCHED FABRIC WALL PANEL NA NOT APPLICABLE �o1/4 y a LEVEL BCT BABY CHANGING TABLE SURFACE MOUNTED NIC NOT IN CONTRACT i �G = A4.25 WALL SECTIONS S4.01 PARTIAL PLANS P9.01 PLUMBING DETAILS PROJECT SITE G2.15 EXITING/EGRESS&FIRE RATING PLAN-UPPERCardno BLDG BUILDING NR NON RATED A5.11 EXTERIOR STOREFRONT&WINDOW TYPES S5.01 CONCRETE DETAILS °O LEVEL 6720 SW Macadam Ave Suite 200, BOT BOTTOM NTS NOT TO SCALE A5.12 INTERIOR STOREFRONTS S5.02 CONCRETE DETAILS ELECTRICAL SHEETS Portland,OR 97219 cn G3.10 PHASE I-SITE PLAN E0.00 ELECTRICAL LEGEND AND ABBREVIATIONS T(503}-419-2500 C AMERICAN STANDARD CHANNEL OC ON CENTERA5.21 EXTERIOR WEATHER BARRIER WRAP SEQUENCE S5.03 CONCRETE DETAILS CPT CARPET OD OUTSIDE DIAMETER _ _ G3.13 PHASE I-EXITING/EGRESS&FIRE RATING PLAN A5.22 EXTERIOR STOREFRONT DETAILS S5.06 CONCRETE DETAILS E0.01 ELECTRICAL DRAWING LIST CO CORNER GUARD OPNG OPENING Tii_ ¢� -LOWER LEVEL E0.02 BASIS OF DESIGN AND NOTES STRUCTURAL ENGINEER SW DURHAM RD A523 ALUMINUM WINDOW DETAILS S5.07 CONCRETE DETAILS CJ CONTROL JOINT OPP OPPOSITE �w¢ G3.14 PHASE I-EXITING/EGRESS&FIRE RATING PLAN A5.24 EXTERIOR DOOR DETAILS S6.01STEEL DETAILS CL CENTER LINE OZ OUNCE Q -MAIN LEVELE0.03 REFERENCE TABLES Catena Engineers CMU CONCRETE MASONRY UNIT P PAINT i.." w �`' A5.25 OPENING DETAILS S6.02 STEEL DETAILS E0.04 VOLTAGE DROP CALCULATIONS 1500 NE IrvingSt,Suite 412 Lu r G3.15 PHASE I-EXITING/EGRESS&FIRE RATING PLAN COL COLUMN PERP PERPENDICULAR > a ° -UPPER LEVEL A5.31 EXTERIOR PLAN DETAILS S6.03 STEEL DETAILS E0.05 MECHANICAL&PLUMBING EQUIPMENT Portland,OR 97232 CONC CONCRETE PL PLATE "� ¢� A5.32 EXTERIOR PLAN DETAILS S6.06 STEEL DETAILS CONNECTION SCHEDULE T(503)-467-4980 CT CERAMIC TILE PLAM PLASTIC LAMINATE a , I Ir„ Q¢ 64.10 PHASE It-SITE PLAN N I °" JQ 04.13 PHASE II-EXITING/EGRESS&FIRE RATING PLAN A5.41 EXTERIOR DETAILS S6.07 STEEL DETAILS E0.06 MECHANICAL&PLUMBING EQUIPMENT DEPT DEPARTMENT PLYWDPLYWOOD AA CONNECTION SCHEDULE MECHANICAL ELECTRICAL& DF DRINKING FOUNTAIN PNL PANEL g ' I us c) -LOWER LEVEL A5.42 EXTERIOR DETAILS S6.08 STEEL DETAILS DIA DIAMETER PTD PAPER TOWEL DISPENSER W/WAST RECEPTACLE G4.14 PHASE II-EXITING/EGRESS&FIRE RATING PLAN A5.43 EXTERIOR DETAILS S6.09 STEEL DETAILS ED1.12 DEMO PLAN-ELECTRICAL MAIN LEVEL PLUMBING ENGINEER DIM DIMENSION PSF POUNDS PER SQUARE FOOT -MAIN LEVEL A5.51 ROOF DETAILS S6.10 STEEL DETAILS E1.00 ELECTRICAL SITE PLAN Glumac DIM PT DIMENSION POINT PSI POUNDS PER SQUARE INCH /SW G4.15 PHASE II-EXITING/EGRESS&FIRE RATING PLAN A5.52 ROOF DETAILS S6.11 STEEL DETAILS E1.10 POWER AND SIGNAL UNDERGROUND 900 SW Fifth Ave.,Suitee 1600 DN DOWN RAF RESILIENT ATHLETIC FLOORING WAVERLY DR -UPPER LEVEL COMPOSITE Portland,OR 97204 ' DR DOOR RCP REFLECTED CEILING PLANT(503)-227-5280 A5.53 S6.12 STEEL DETAILS DW DISHWASHER REBAR REINFORCING BAR A5.54 ROOF DETAILS S6.51 METAL DECK DETAILS E1.11 POWER AND SIGNAL LOWER LEVEL FLOOR PLAN E DWG DRAWING RM ROOM } SURVEY A5.55 ROOF DETAILS S6.52 METAL DECK DETAILS EA EACH RO ROUGH OPENING 1/ir 1 OF 2 TOPO A5.56 ROOF DETAILS S7.01 METAL STUD DETAILS E1.12 POWER AND SIGNAL MAIN LEVEL FLOOR PLAN FOOD SERVICE CONSULTANT 2 OF 2 TOPO COMPOSITE Webb Foodservice Design EL ELEVATION ROW RIGHT OF WAY A5.57 ROOF DETAILS S7.02 METAL STUD DETAILS E1.13 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN ELEC ELEC SCHED SCHEDULE �'/ Y 3700 SE Lafayette Ct. Lit ,/ A5.58 ROOF DETAILS S7.03 METAL STUD DETAILS SOUTH COMPOSITE ELEV ELEVATOR SD SOAP DISPENSER z / CIVIL SHEETS Portland,OR 97202 O A5.59 ROOF DETAILS S7.04 METAL STUD DETAILS E1.14 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN T(503)-236-8566 EM ENTRANCE MAT SF SQUARE FEET �4' C0.01 GENERAL NOTES EQUIP EQUIPMENT SHTG SHEATHING °� pe- A5.61 SEISMIC JOINT DETAILS S7.51 WOOD DETAILS NORTH COMPOSITE cr Q C1.00 EXISTING CONDITIONS EXIST EXISTING SIM SIMILAR a �� A5.62 SEISMIC JOINT DETAILS S7.52 WOOD DETAILS E1.15 POWER AND SIGNAL ROOF FLOOR PLAN ACOUSTIC &AV CONSULTANT EXT EXTERIOR SN SANITARY NAPKIN OQ1� „ C1.01 DEMOLITION PLAN WEST A5.63 SEISMIC JOINT DETAILS S7.56 WOOD DETAILS COMPOSITE FA FIRE ALARM SPEC SPECIFICATIONS 5� „ C1.02 DEMOLITION PLAN EAST A5.64 SEISMIC JOINT DETAILS S8.01 BRBF DETAILS E2.11 POWER AND SIGNAL UNDERGROUND AREA Ni The Greenbusch Group FD FLOOR DRAIN SST STAINLESS STEEL vg , C2.00 SITE PLAN 1900 W. Nickerson St,Suite 201 FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS A5.65 SEISMIC JOINT DETAILS S8.02 BRBF DETAILS E2.12 POWER AND SIGNAL UNDERGROUND-AREA N2 Seattle,WA 98119 FEC FIRE EXTINGUISHER CABINET STD STANDARD C2.01 SITE PLAN-ENLARGEMENTS A5.66 SEISMIC JOINT DETAILS S8.03 STEEL TRUSS MOMENT FRAME DETAILS E2.13 POWER AND SIGNAL MAIN LEVEL-AREA N1 T 206-378-0569 C3.00 GRADING PLAN FIO FURNISHED AND INSTALLED BY OWNER SUSP SUSPENDED A5.67 SEISMIC JOINT DETAILS S8.04 STEEL TRUSS MOMENT FRAME DETAILS E2.14 POWER AND SIGNAL MAIN LEVEL-AREA N2 • FOF FACE OF FINISH T&G TONGUE AND GROOVE C3.01 GRADING PLAN-ENLARGEMENTS A5.68 SEISMIC JOINT DETAILS E2.15 POWER AND SIGNAL UPPER LEVEL-AREA N1 COST CONSULTANT FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR TLT TOILET C4.00 STORM PLAN WEST A6.11 ENLARGED TOILET PLANS MECHANICAL SHEETS E2.16 POWER AND SIGNAL UPPER LEVEL-AREA N2 FOM FACE OF MASONRY TOC TOP OF CURB/TOP OF CONCRETE C4.01 STORM PLAN EAST A6.12 ENLARGED TOILET PLANS M0.00 MECHANICAL LEGEND AND ABBREVIATIONS E2.17 POWER AND SIGNAL ROOF PLAN-AREA N1 Construction Focus FOS FACE OF STUDS TPD TOILET PAPER DISPENSER C4.02 STORM PLAN ENLARGEMENTS740 Almaden St. A6.13 ENLARGED TOILET PLANS AND ELEVATIONS M0,1 BASIS OF DESIGN E2.18 POWER AND SIGNAL ROOF PLAN AREA N2 Eugene,OR 97402 FRWC FIBER REINFORCED WALL COVERING TSCD TOILET SEAT COVER DISPENSER FSP FIXED SOUND ABSORPTIVE PANELS TINS TACKABLE WALL SURFACE C4.10 SANITARY AND WATER PLAN WEST A6.21 ENLARGED STAIRS(Stair 01 &02) M0.02 MECHANICAL SCHEDULES E2.21 POWER AND SIGNAL UNDERGROUND AREA S1 T 541-686-2031 FTG FOOTING TYP TYPICAL C4.11 SANITARY AND WATER PLAN EAST A6.22 ENLARGED STAIR(Stair 03 at Commons) M0.03 MECHANICAL SCHEDULES E2.22 POWER AND SIGNAL UNDERGROUND-AREA S2 GA GAUGE UL UNDERWRITERS LABORATORIES C4.12 SANITARY AND WATER PLAN ENLARGEMENTS A6.23 ENLARGED STAIR&ELEVATOR(Stair 04&06, M0.04 MECHANICAL SCHEDULES E2.23 POWER AND SIGNAL LOWER LEVEL -AREASi ��r GC GENERAL CONTRACTOR UNO UNLESS NOTED OTHERWISE C5.00 SITE DETAILS I Elevator 02) M0.05 SCHEDULES E2.24 POWER AND SIGNAL LOWER LEVEL -AREA S2 GWB GYPSUM WALL BOARD UR URINAL C5.01 SITE DETAILS II A6.24 ENLARGED STAIRS(Stair 05,07,08,09,and 13) M0.06 SCHEDULES E2.25 POWER AND SIGNAL MAIN LEVEL -AREA S1 + t�1� j ' GYP GYPSUM VERT VERTICAL C5.02 SITE DETAILS III A6.25 ENLARGED STAIRS AND RAMPS(Stair 10, 11, M0.07 SCHEDULES UPPER LEVEL AREA S1 HDWD HARDWOOD VOL VOLUME C5.03 SITE DETAILS IV 12,1415)(Ramp 01 02,03) E2.26 POWER AND SIGNAL UPPER LEVEL -AREA S2 HM HOLLOW METAL VG V-GROOVE JOINT M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE Ci LOR E*CON 11 HORIZ HORIZONTAL WAC WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT C5.11 STORM DETAILS II A6.26 STAIR DETAILS M1.12 HVAC MAIN LEVEL FLOOR PLAN COMPOSITE E2.27 POWER AND SIGNAL ROOF LEVEL -AREA S1 E2.28 POWER AND SIGNAL ROOF FLOOR-S2 ' t ID INSIDE DIAMETER W/O WITHOUT C5.12 STORM DETAILS III A6.27 STAIR DETAILS M1.13 HVAC UPPER LEVEL SOUTH FLOOR PLAN __ IN INCHES WAF WOOD ATHLETIC FLOORING C5.13 STORM DETAILS IV A6.28 RAILING DETAILS COMPOSITE E2.32 POWER AND SIGNAL MAIN LEVEL-AREA El ' INT INTERIOR WC-MB WALL COVERING MARKERBOARD C5.14 STORM DETAILS V A6.31 ENLARGED ELEVATOR PLANS,SECTIONS, 1 JT JOINT WD WOOD M1.14 HVAC UPPER LEVEL NORTH FLOOR PLAN E2.33 POWER AND SIGNAL MAIN LEVEL AREA E2 SEA ,WA C5.21 SANITARY DETAILS II DETAILS COMPOSITE E5.01 ELECTRICAL SINGLE LINE DIAGRAM L LENGTH/ANGLE(AS STRUCTURAL SHAPE) WDW WINDOWA6.41 GYM STRIPING PLANS LB POUND WT WEIGHT C5.30 WATER DETAILS I M1.15 HVAC ROOF PLAN COMPOSITE E5.02 PANELBOARD SCHEDULES 480V NORMAL PANELS LF LINEAR FOOT C5.31 WATER DETAILS 11 A7.01A INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.13 HVAC MAIN LEVEL-AREA N1 E5.03 PANELBOARD SCHEDULES 208V NORMAL PANELS LINO LINOLEUM C6.00 FIRE SERVICE&ACCESS PLAN A7.01 B INTERIOR ELEVATIONS-LOWER LEVEL Si M2.14 HVAC MAIN LEVEL-AREA N2 -NORTH "44/20118 LSD LIQUID SOAP DISPENSER C7.00 DURHAM WEST P&P A7.02 INTERIOR ELEVATIONS-LOWER LEVEL SI M2.15 HVAC UPPER LEVEL-AREA N1 E5.04 PANELBOARD SCHEDULES 208V NORMAL PANELS LWD LINEAL WOOD CEILING C7.01 DURHAM EAST P&P A7.03 INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.16 HVAC UPPER LEVEL-AREA N2 -NORTH P7.02 92ND AVE P&P A7.04 INTERIOR ELEVATIONS-LOWER LEVEL 51 M2.17 HVAC ROOF PLAN-AREA N1 E5.05 PANELBOARD SCHEDULES 208V NORMAL PANELS P7.10 STREET SECTIONS A7.05 INTERIOR ELEVATIONS-LOWER LEVEL S1 M2.18 HVAC ROOF PLAN-AREA N2 -SOUTH P720 STRIPING PLAN-92ND A7.06 INTERIOR ELEVATIONS-LOWER LEVEL 52 M2.23 HVAC LOWER LEVEL-AREA 51 E5.06 PANELBOARD SCHEDULES 208V NORMAL PANELS -A7.07 INTERIOR ELEVATIONS-LOWER LEVEL S2 SOUTH P7.30 STREET DETAILS M2.24 HVAC LOWER LEVEL AREA S2 E5.07 PANELBOARD SCHEDULES-STANDBY PANELS P7.40 STORM DETAILS I A7.08 INTERIOR ELEVATIONS-LOWER LEVEL S2 M2.25 HVAC MAIN LEVEL AREA S1 +UPPER LEVEL AREA P7.41 STORM DETAILS II A7.09 INTERIOR ELEVATIONS-LOWER LEVEL S2 SiE5.08 PANELBOARD SCHEDULES-EMERGENCY GRAPHIC SYMBOLS PROJECT DATA GENERAL NOTES PANELS P7.50 WATER DETAILS A7.11A INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.26 HVAC UPPER LEVEL AREA S2 E6.01 ENLARGED PLANS P7.51 STRIPING DETAILS I A7.11 B INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.27 HVAC ROOF PLAN-AREA S1 E6.02 ENLARGED PLANS P7.52 STRIPING DETAILS II A7.12 INTERIOR ELEVATIONS-MAIN LEVEL N1 M2.28 HVAC ROOF PLAN-AREA S2 PROJECT ADDRESS: TIGARD HIGH SCHOOL E6.03 ENLARGED PLANS 9000 SW DURHAM RD. A7.13 INTERIOR ELEVATIONS-MAIN LEVEL El M2.32 HVAC MAIN LEVEL- AREA El 1.VERIFY AND COORDINATE SITE CONDITIONS, EXISTING BUILDING CONDITIONS,AND DIMENSIONS. E6.04 ENLARGED PLANS-UNDERGROUND A7.14 INTERIOR ELEVATIONS-MAIN LEVEL S1 M2.33 HVAC ROOF PLAN BUILDING ELEVATION ROOM NAME TIGARD,OR.97224 BRING INCONSISTENCIES TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK. LANDSCAPE SHEETS AREA E1 E6.05 ENLARGED PLANS UNDERGROUND Elevation ID ROOM NAME L1.00 TREE PRESERVATION&REMOVAL PLAN NORTH A7.15 INTERIOR ELEVATIONS-MAIN LEVEL El MZ1.11 MECHANICAL SYSTEMS LOWER LEVEL E6.06 ENLARGED PLANS /k OWNER TIGARD-TUALATIN SCHOOL DISTRICT 2. IMMEDIATELY BRING INCONSISTENCIES,ERRORS AND OMISSIONS FOUND IN THE DRAWINGS AND A7.16 INTERIOR ELEVATIONS-MAIN LEVEL N1 &N2 COMPOSITE L1.01 TREE PRESERVATION&REMOVAL PLAN SOUTH E6.07 ENLARGED PLANS 1 1219 I 6960 S.W.SANDBURG ST SPECIFICATIONS TO ATTENTION OF ARCHITECT. L1.02 TREE PRESERVATION&REMOVAL DATA A7.17 INTERIOR ELEVATIONS-MAIN LEVEL N2 MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE A101 \- Room Number TIGARD,OR 97223 E6.11 ENLARGED PLAN-MDF/IDF ROOMS MZ1 Sheet Number CONTACT:CATHY KRAUS(503)913 3777 3. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL L3.00 LANDSCAPE PLANTING PLAN NW A7.18 INTERIOR ELEVATIONS-MAIN LEVEL S1 .14 MECHANICAL SYSTEMS UPPER LEVEL NORTH E6.12 ENLARGED PLAN-MDF/IDF ROOMS FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. L3,01 LANDSCAPE PLANTING PLAN SW A7.19 INTERIOR ELEVATIONS-MAIN LEVEL S1 COMPOSITE ARCHITECT OF RECORD BASSETT!ARCHITECTS A7.20 INTERIOR ELEVATIONS-MAIN LEVEL S1 MZ2.13 MECHANICAL MAIN LEVEL-AREA Ni E9.03 ELECTRICAL DETAILS L3.02 LANDSCAPE PLANTING PLAN NE&COURTYARD E9.04 ELECTRICAL DETAILS 721 NW 9TH AVE.,#350 4.ALL DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE AND NOMINAL FACE OF MASONRY, A72MZ2.14 MECHANICAL MAIN LEVEL ARE 1 INTERIOR ELEVATIONS-MAIN LEVEL S1 AREA N2 E9.04 ELECTRICAL DETAILS BUILDING SECTION SCHEDULE INDICATOR PORTLAND,OR 97209 13.03 LANDSCAPE PLANT LEGEND AND CENTERLINE OF COLUMNS,UNLESS NOTED OTHERWISE. A7.22 INTERIOR ELEVATIONS-UPPER LEVEL N1 MZ2.15 MECHANICAL UPPER LEVEL-AREA N1 CONTACT:CAROLINE LEMAY(503)224 9162 L3.04 LANDSCAPE DETAILS&NOTES E9.06 ELECTRICAL DETAILS L -Louver MZ2.16 MECHANICAL UPPER LEVEL-AREA N2 L4.00 TREE CANOPY SITE PLAN A7.23 INTERIOR ELEVATIONS-UPPER LEVEL N2 ArkSection ID W 1 SF-Storefront 5.WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN MZ2.23 MECHANICAL MAIN LEVEL AREA 51 E9.07 ELECTRICAL DETAILS W-Window TAX PARCEL N0: 2S114AA00100 NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. L4.01 TREE CANOPY PARKING LOT PLAN A7.24 INTERIOR ELEVATIONS-UPPER LEVEL S2 E9.11 LOW VOLTAGE DETAILS A7.25 INTERIOR ELEVATIONS-UPPER LEVEL S1 MZ2.24 MECHANICAL MAIN LEVEL-AREA S2 FP-Fiberglass Sandwich Panel 6.COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWINGS AND SPECIFICATIONS, L4.02 TREE SOIL VOLUMEPY DATAA7.26 INTERIOR ELEVATIONS-UPPER LEVEL S2 EL0.01 BASIS OF DSIGN AND LUMINAIRE SCHEDULE Mir Sheet Number SITE AREA: 43.2 Acres MZ2.25 MECHANICAL MAIN LEVEL AREA Si +UPPER INCLUDING MECHANICAL,ELECTRICAL,EQUIPMENT AND OTHER CONSTRUCTION. L5.00 TREE SOIL PLAN LEVEL AREA Si EL0.02 LUMINARE, LCP SCHEDULES L5.01 TREE SOIL VOLUME DATA A7.27 INTERIOR ELEVATIONS-UPPER AUX S1 LEGAL DESCRIPTION: SECTION 11,TOWNSHIP 2 SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 EL1 A0 LIGHTING SITE PLAN et RESTORATION KEY NOTE L6.00 PLANTING DURHAM A7.28 INTERIOR ELEVATIONS-UPPER LEVEL S1 &S2 WALL SECTION 7.FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS MZ2.32 MECHANICAL MAIN LEVEL-AREA E1 EL1.01 ELECTRICAL SITE PLAN PHOTOMETRIC A8.01 RCP COMPOSITE LOWER LEVEL ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, L6.01 PLANTING-92ND ORDINANCES AND REGULATIONS. L6.02 PLANTING LEGEND A8.02 RCP COMPOSITE MAIN LEVEL M3.10 PIPING PLAN UNDERGROUND COMPOSITE EL2.13 LIGHTING PLAN MAIN LEVEL AREA N1 -- M3.11 HYDRONIC PIPING PLAN LOWER LEVEL EL2.14 LIGHTING PLAN MAIN LEVEL-AREA N2 - Section ID MATCH LINE L6.03 DETAILS&NOTES A8.03 RCP COMPOSITE UPPER LEVEL SOUTH COMPOSITE EL2.15 LIGHTING PLAN UPPER LEVEL AREA Ni 1 8.PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED A8.04 RCP COMPOSITE UPPER LEVEL NORTH M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE EL2.16 LIGHTING PLAN UPPER LEVEL AREA N2 A4.11 ITEMS. EROSION AND SEDIMENT CONTROL PLANS A8.11 RCP MAIN LEVEL-AREA N1 Sheet NumberA8.12 RCP MAIN LEVEL-AREA N2 M3.13 HYDRONIC PIPING PLAN UPPER LEVEL SOUTH EL2.23 LIGHTING PLAN LOWER LEVEL AREA Si - -- Location of Adjacent Drawing JURISDICTION: CITY OF TIGARD 9.PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". ESC0.0 EROSION AND SEDIMENT CONTROL COVER COMPOSITE EL2.24 LIGHTING PLAN LOWER LEVEL-AREA S2 FIRE DISTRICT: TUALATIN VALLEY FIRE&RESCUE SHEET A8.21 RCP UPPER LEVEL-AREA N1 M3.14 HYDRONIC PIPING PLAN UPPER LEVEL NORTH EL2.25 LIGHTING PLAN MAIN LEVEL AREA S1 +UPPER ! 1 REVISIONS DATE • DETAIL REFERENCE SEWER DISTRICT: TIGARD SEWER 10.INSTALL OUTLETS,SWITCHES AND OTHER RECESSED ITEMS AT FIRE RATED WALLS IN ESC0.1 EROSION AND SEDIMENT CONTROL NOTES A8.22 RCP UPPER LEVEL-AREA N2 COMPOSITE LEVEL AREA Si WATER DISTRICT: TIGARD WATER ACCORDANCE WITH I.B.C. ESC0.2 CONSTRUCTION PHASING PLAN A8.41 RCP LOWER LEVEL-AREA S1 M3.15 HYDRONIC PIPING ROOF PLAN COMPOSITE Detail ID DOOR NUMBEREL2.26 LIGHTING PLAN UPPER LEVEL AREA S2 ESC1.0 CLEARING,DEMOLITION AND MASS GRADING A8.42 RCP LOWER LEVEL-AREA S2 M4.13 HYDRONIC PIPING PLAN MAIN LEVEL AREA Ni EL2.32 LIGHTING PLAN MAIN LEVEL AREA El 3 CODES: CITY OF TIGARD MUNICIPAL CODE 11,INSTALL GYPSUM BOARD,OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR ESC PLAN-NORTHWEST A$.51 RCP MAIN LEVEL-AREA 51&UPPER AUX M4.14 HYDRONIC PIPING PLAN MAIN LEVEL AREA N2 N A9.042014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)* INDICATED,ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OF MDF.E01 BASIS OF DESIGN AND NOTES 2014 OREGON PLUMBING SPECIALTY CODE(ORSC) FLOOR OR ROOF DECK, UNLESS NOTED OTHERWISE. ESC1.1 CLEARING,DEMOLITION AND MASS GRADING A8.52 RCP MAIN LEVEL-AREA S2 M4.15 HYDRONIC PIPING PLAN UPPER LEVEL AREA Ni MDF.E03 MECH&PLUMB EQUIP CONN&LUMINAIRE Sheet NumberESC PLAN-SOUTH w 2 w 1 -n--- 2014 OREGON MECHANICAL SPECIALTY CODE(AMSC} A8.71 RCP MAIN LEVEL-AREA El M4.16 HYDRONIC PIPING PLAN UPPER LEVEL-AREA N2 SCHEDULES �v Iv i..,:...„ 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 12.ATTACH PIPING IN SOUND RATED WALLS WITH VIBRATION ISOLATORS. ISOLATE PIPING IN ESC1.2 CLEARING,DEMOLITION AND MASS GRADING A9.01 EXTERIOR WALL TYPE SCHEDULE M4.17 HYDRONIC PIPING ROOF PLAN-AREA N1 MDF.E11 ELECTRICAL PLANS-DEMOLITION 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) CONTACT WITH CONSTRUCTION. ESC PLAN-EAST A9.02 INTERIOR WALL TYPE SCHEDULE M4.18 HYDRONIC PIPING ROOF PLAN AREA N2 MDF.E20 ELECTRICAL PLANS LOWER LEVEL r''''' 1 OR 2014 OREGON FIRE CODE(OFC) ESC2.0 GRADING,STREET,AND UTILITY CONSTRUCTION A9.03 ROOF,CEILING,&FLOOR TYPES SCHEDULE M4.23 HYDRONIC PIPING PLAN LOWER LEVEL-AREA Si MDF.E21 ELECTRICAL PLANS-MAIN LEVEL `I 101 1 ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 13.MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL TEMPERATURE SENSORS AT HEIGHTS ESC PLAN-NORTHWEST / 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE(OSISC) PER SPECIFICATIONS. VERIFY SWITCH,OUTLET AND OTHER DEVICE HEIGHTS TO CLEAR ESC2.1 GRADING,STREET,AND UTILITY CONSTRUCTION A9.31 DOOR SCHEDULE M4.24 HYDRON1C PIPING PLAN LOWER LEVEL-AREA S2 MDF.E22 ELECTRICAL PLANS-UPPER LEVEL/ROOF S1 El �} CASEWORK, RADIATORS AND WALL MOUNTED ITEMS,INCLUDING BACK SPLASHES. ESC PLAN-SOUTH A9.32 DOOR,FRAME,RELITE TYPES,RELITE SCHEDULE M4.25 HYDRONIC PIPING PLAN MAIN LEVEL-AREA Si + MDF.E51 SINGLE LINE DIAGRAM AND PANEL SCHEDULES EL RELITE NUMBER ESC2.2 GRADING,STREET,AND UTILITY CONSTRUCTION &DETAILS UPPER LEVEL AREA Si PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE 14,ISOLATE AND OFFSET OUTLETS ONE STUD SPACE MINIMUM AT SOUND RATED WALLS TO ESC PLAN-EAST A9.41 INTERIOR DOOR&RELITE DETAILS M4.26 HYDRONIC PIPING PLAN UPPER LEVEL-AREA S2 AV SHEETS . L. . t PREVENT SOUND TRANSMISSION. A9.51 INTERIOR DETAILS M4.27 HYDRONIC PIPING ROOF PLAN AREA SiJ R241-2 OCCUPANCY: GROUP E ESC3.0 EROSION AND SEDIMENT CONTROL DETAILSAV0.01 AV LEGEN,NOTES,AND TYPICALS2 4 # 15.COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL, A9.52 INTERIOR DETAILS M4.28 HYDRONIC PIPING ROOF PLAN AREA S2 AV1.01 AV BLOCK DIAGRAMS 1 TYPE OF CONSTRUCTION: PROPOSED:TYPE II-B&TYPE V-A ELECTRICAL AND OTHER EQUIPMENT WITH RELATED SUB-CONTRACTORS,AND SHOP DRAWINGS ARCHITECTURAL SHEETS A9.71 CEILING DETAILS M4.32 HYDRONIC PIPING PLAN MAIN LEVEL-AREA El AV1.02 AV BLOCK DIAGRAMS 2 EXISTING TYPE II-B,TYPE V-N WITH SPRINKLERS,&TYPE V-1 HR BUILDINGS APPROVED BY THE ARCHITECT,BEFORE PROCEEDING WITH THE WORK A1.11 COMPOSITE FLOOR PLAN LOWER LEVEL A9.81 CASEWORK TYPES AND DETAILS M4,33 HYDRONIC PIPING ROOF PLAN-AREA E1 AV1.03 AV SIGHTLINE PLANS EXISTING-TO-REMAIN A1.12 COMPOSITE FLOOR PLAN MAIN LEVEL A9.82 CASEWORK DETAILS M4.41 HYDRONIC PIPING AUDITORIUM-AREA E2 AV1.04 AV SIGHTLINE SECTIONS TIGARD TUALATIN SCHOOL DISTRICT 16.VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS,CURBS, A1.13 COMPOSITE FLOOR PLAN UPPER LEVEL SOUTH A9.83 CASEWORK DETAILS M5.01 MECHANICAL SYSTEM SECTION VIEWS AV1.05 AV DETAILS INTERIOR ELEVATION CASEWORK INDICATOR ALL BUILDINGS FULLY SPRINKLERED AND FIRE ALARMS INSTALLED BASES, POWER,WATER AND DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE A10.11 FINISH FLOOR PLAN MAIN LEVEL-AREA NiM5.02 AUX GYM SECTIONS PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING&FASTENING IN A1.14 COMPOSITE FLOOR PLAN UPPER LEVEL NORTH AV1.06 AV SIGHTLINE SECTIONS TIGARD H I G H Elevation ID A10.12 FINISH FLOOR PLAN MAIN LEVEL-AREA N2 M6.01 ENLPRGED PLANS 1A ACCORDANCE WITH CODE REQUIREMENTS. A1.15 COMPOSITE ROOF PLAN A10.21 FINISH FLOOR PLAN UPPER LEVEL-AREA N1 M7.01 HEATING WATER PIPING SCHEMATIC DIAGRAM AV1.0AV DETAILS A2.13 FLOOR PLAN MAIN LEVEL-AREA Ni AV2.05 AV PLAN, LOWER LEVEL,ZONE S2 17.COORDINATE EXACT LOCATION OF CONDUIT,PLUMBING AND PIPING WITH ELECTRICAL AND A2.13D DIMENSION FLOOR PLAN MAIN LEVEL-AREA N1 A10.22 FINISH FLOOR PLAN UPPER LEVEL-AREA N2 M8.00 CONTROLS-SCHEMATICS AV2.11 AV PLAN,MAIN LEVEL.ZONE N2 SCHOOL 1D A101 1B MECHANICAL SUBCONTRACTORS. A2.14 FLOOR PLAN MAIN LEVEL-AREA N2 A10.41 FINISH FLOOR PLAN LOWER LEVEL-AREA S1 M8.01 CONTROLS-SCHEMATICS AV2.12 AV PLAN, MAIN LEVEL,ZONE N1 Sheet Number 18.EXIT DOORS: OPERABLE FROM INSIDE BUILDING WITHOUT USE OF KEY OR SPECIAL A2.14D DIMENSION FLOOR PLAN MAIN LEVEL-AREA N2 A10.42 FINISH FLOOR PLAN LOWER LEVEL-AREA S2 M9.01 MECHANICAL DETAILS AV2.13 AV PLAN, MAIN LEVEL.ZONE S1 1C I KNOWLEDGE OR EFFORT. A2.15 FLOOR PLAN UPPER LEVEL-AREA N1 A10.51 FINISH FLOOR PLAN MAIN LEVEL-AREA S1 + M9.02 MECHANICAL DETAILS AV2.14 AV PLAN, MAIN LEVEL,ZONE El lvi 0 D E R N I Z�IAT 101 211HPPER LEVEL AREA S1 M9.03 MECHANICAL DETAILS A2.15D DIMENSION FLOOR PLAN UPPER LEVEL-AREA NiN1 AV2.15 AV PLAN,MAIN LEVEL,ZONE S2 • 19.EXIT SIGN LETTERS: SIX INCHES HIGH MINUMUM. CONFORM WITH APPLICABLE CODES. A2.16 FLOOR PLAN UPPER LEVEL-AREA N2 A10.52 FINISH FLOOR PLAN UPPER LEVEL-AREA S2 M9.04 MECHANICAL DETAILS AV2.21 AV PLAN, UPPER LEVEL,ZONE N2 A10.71 FINISH FLOOR PLAN MAIN LEVEL-AREA El M9.05 MECHANICAL DETAILS A2.16D DIMENSION FLOOR PLAN UPPER LEVEL-AREA N2 AV2.22 AV PLAN, UPPER LEVEL,ZONE N1 20,FINISHES: IN FINISHED INTERIOR AREAS: NO EXPOSED PIPE,CONDUITS,DUCTS,VENTS,ETC. A10.81 FINISH SCHEDULE-MAIN LEVEL M9.06 MECHANICAL DETAILS GRID LINES N NORTH ARROW UNLESS NOTED OTHERWISE,CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCTION UNLESS A2.17 ROOF PLAN-AREA N1 NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF A10.$2 FINISH SCHEDULE-UPPER AND LOWER LEVELS M9.07 MECHANICAL DETAILS A2.18 ROOF PLAN-AREA N2 FOOD SERVICE SHEETS 9000 SW DURHAM RD. I, A10.91 SIGNAGE DETAILS AFOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINISHED CONSTRUCTION OF THE A2.23 FLOOR PLAN LOWER LEVEL-AREA S1 FS-100 SYMBOLS, NOTES.&INDEX TIGARD,OR.97224 ® _ A10.92 SIGNAGE SCHEDULE PLUMBING SHEETS �` CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE&INSTALL FURRED&FINISHED A2.23D DIMENSION FLOOR PLAN LOWER LEVEL-AREA F5 101 REFERENCE PLAN HORIZONTAL&VERTICAL CHASES TO MATCH ADJACENT FINISH TO CONCEAL WORK,COORDINATE Si P0.00 PLUMBING LEGEND AND ABBREVIATIONS FS-102 EQUIPMENT FLOOR PLAN JOB NO: 16992.00 WITH ARCHITECT. A2.24 FLOOR PLAN LOWER LEVEL-AREA S2 STRUCTURAL SHEETS P0.01 SCHEDULES FS-201 EQUIPMENT SCHEDULE ISSUE DATE: June 19,2018 A2.24D DIMENSION FLOOR PLAN LOWER LEVEL-AREA S0.01 GENERAL STRUCTURAL NOTES PDI.10 DEMO PLAN-PLUMBING UNDERGROUND FS-202 EQUIPMENT SCHEDULE 21.OFFSET AND ADJUST FRAMING TO MAKE FINISHED SURFACES FLUSH AND TRUE TO LINE. S2 S0.02 GENERAL STRUCTURAL NOTES(CONT.) PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL Jurisdiction Stamp Area PARTITION INDICATOR EXIT SIGN FS-301 PLUMBING PLAN 22.PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. A2.25 FLOOR PLAN MAIN LEVEL AREA Si +UPPER S0.03 SYMBOLS&ABBREVIATIONS PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL FS-401 ELECTRICAL PLAN 1 r--®---1LEVEL AREA S1 S0.04 SPEICAL INSPECTION REQUIREMENTS PD1.14 DEMO PLAN PLUMBING ROOF FS 501 REFRIGERATION&CONDUIT PLAN E 23.FIRE EXTINGUISHER CABINETS,EXIT SIGNS,FIRE ALARM AND FIRE PROTECTION SYSTEM A2.25D DIMENSION FLOOR PLAN MAIN LEVEL AREA S1 + S0.05 SPEICAL INSPECTION REQUIREMENTS(CONT.) P1.10 PLUMBING UNDERGROUND FLOOR PLAN FS-502 REFRIGERATION DETAILS COMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH KING COUNTY FIRE DEPARTMENT AND UPPER LEVEL AREA S1 S1.10 COMPOSITE FOUNDATION PLAN LOWER LEVEL COMPOSITE ' . Partition Type OTHER REGULATORY REQUIREMENTS. A2.26 FLOOR PLAN UPPER LEVEL-AREA S2FS-503 WALK-IN DETAILS S1.11 COMPOSITE FOUNDATION PLAN MAIN LEVEL P1.11 PLUMBING FLOOR PLANLOWER LEVEL FS-504 WALK-IN DETAILS A2.26D DIMENSION FLOOR PLAN UPPER LEVEL-AREA S2 Si.13 UCOMPOSITE UPPER AUX LEVEL FLOOR COMPOSITE FLOOR BOX 24. PROVIDE AND INSTALL FIRE-RESISTIVE JOINT SYSTEMS, FIRE BLOCKS, DRAFT STOPS,AND A2.27 ROOF PLAN-AREA Si FRAMING PLAN P1.12 PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE FS-601 BUILDING WORKS&EXHAUST PLAN FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C.XA2.28 ROOF PLAN-AREA S2 51.14 COMPOSITE UPPER LEVEL FLOOR&ROOF P1.13 PLUMBING FLOOR PLAN UPPER LEVEL SOUTH FS-602 HOOD DETAILS Il METAL 25. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEM A2.32 FLOOR PLAN MAIN LEVEL-AREA El FRAMING PLAN COMPOSITE FS-603 HOOD DETAILS SHELVING THROUGHOUT, IN ACCORDANCE WITH APPLICABLE CODES,REGULATIONS,AND ORDINANCES. A2.32D DIMENSION FLOOR PLAN MAIN LEVEL-AREA E1 51.15 COMPOSITE UPPER ROOF FRAMING PIAN P1.14 PLUMBING FLOOR PLAN UPPER LEVEL NORTH FS-604 HOOD DETAILS A2.33 ROOF PLAN-AREA El S2.11 MAIN LEVEL FOUNDATION PLAN-AREA Ni COMPOSITE FS-701 EQUIPMENT ELEVATIONS 26.SPRINKLER SYSTEM TO BE APPROVED BY CITY OF TIGARD FIRE DEPARTMENT AND OTHER A2.41 PHASE ONE TEMPORARY CONDITIONS-N1 S2.12 MAIN LEVEL FOUNDATION PLAN-AREA N2 P1.15 PLUMBING ROOF PLAN COMPOSITE FS-801 CONSTRUCTION DETAILS REGULATORY AGENCIES PRIOR TO INSTALLATION. OBTAIN ARCHITECTS APPROVAL OF FIRE 42 PHASE ONE TEMPORARY CONDITIONS-S2 52.21 UPPER LEVEL FLOOR&ROOF FRAMING PLAN- P2.11 PLUMBLNG UNDERGROUND AREA N1 FS 802 CONSTRUCTION DETAILS PROJECT PROTECTION DRAWINGS PRIOR TO SUBMITTAL FOR FIRE DEPARTMENT REVIEW. A2.43 PHASE TWO TEMPORARY CONDITIONS-El AREA N1 P2.12 PLUMBING UNDERGROUND-AREA N2 FS-803 CONSTRUCTION DETAILS a 27.RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES. A3.11 OVERALL BUILDING ELEVATIONS S2.22 UPPER LEVEL FLOOR&ROOF FRAMING PLAN- P2.13 PLUMBLNG MAIN LEVEL AREA N1 Grand total:528 F-- I N FO RMAT I O N DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE SURFACES. A3.12 BUILDING ELEVATIONS AREA N2 P2.14 PLUMBING MAIN LEVEL-AREA N2 W A3.13 BUILDING ELEVATIONS S2.31 UPPER ROOF FRAMING PLAN-AREA N1 P2.16 PLUMBING UPPER LEVEL-AREA N2 Cri 28. PROVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY S2.32 UPPER ROOF FRAMING PLAN-AREA N2 P2.17 PLUMBING ROOF PLAN AREA N1 ( ) • A3.14 BUILDING ELEVATIONS eNi CONSTRUCTION DOCUMENTS AND CITY OF TIGARD FIRE DEPARTMENT. A3.15 BUILDING ELEVATIONS S2.41 LOWER LEVEL FOUNDATION PLAN-AREA Si P2.18 PLUMBING ROOF PLAN-AREA N2 I.•- ao 29.COORDINATE INSTALLATION OF FIRE PROTECTION SYSTEM WITH ARCHITECTURAL, A3.16 BUILDING ELEVATIONS S2.42 LOWER LEVEL FOUNDATION PLAN-AREA S2 P2.21 PLUMBING UNDERGROUND-AREA S1 F7 STRUCTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT A3.21 OVERALL BUILDING SECTIONS 52.51 MAIN LEVEL FDN.&UPPER AUX FLOOR FRAMING PLAN-AREA Si P2.22 PLUMBING UNDERGROUND AREA S2 AS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. A3.22 OVERALL BUILDING SECTIONS P2.23 PLUMBING LOWER LEVEL-AREA Si GO.O 1 .1- A4.11 WALL SECTIONS 52.52 UPPER PEAUX LEVEL FRAMING PLAN LEVEL-AREA P2.24 PLUMBING LOWER LEVEL-AREA S2 W 30. CORNER GUARDS ARE SHOWN ON FINISH PLANS,A-10 SERIES. A4.12 WALL SECTIONS P2.25 PLUMBING MAIN LEVEL AREA S1 +UPPER LEVEL 31. ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED THROUGH OREGON STATE. A4.13 WALL SECTIONS AREA S1 CL P2.26 PLUMBING UPPER LEVEL-AREA S2 r • ci SW SETTLER ST j I Liiq 1 c) 1 m > ,31, 0 „,,0 ..,, • bassettii ,.., ,_ ,co 0 , ��y Q BUS STOPS architects IL. \\ (PUBLIC TRANSPORTATION) ' F ti Tigard High School Land Use Summary 1 - SWDURHAM RD 721 NW 9TH Ave, Suite 350 0 Portland, Oregon 97209 Parcel ID 2S114AA00100 Minimum Lot Dimensions --�" '� • o �e' T (206) 340 9500 F (206) 340 9519 Location Tigard, OR Width 50 feet c c 1• Jurisdiction City of Tigard Depth None j , • i--J ¢ goo#`°5 Area 43.2 Acres (approximate) Frontage 50 feet o 1-- fie- CIVIL ENGINEER & LANDSCAPE Comprehensive Plan Designation Public Institution (PI) Minimum SetbacksCNC J in co JQQ Cardno Current Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet I c, r„ 6720 SW Macadam Ave Suite 200. Portland. OR 97219 Use Category School, Conditional Use Side Yard 20 feet PROJECT SITE - , J ''' :> T(503)-419-2500 Minimum Lot Size 7,500 SF Rear Yard 15 feet ,�SW WAVERLY DR STRUCTURAL ENGINEER Maximum Lot Size None Parking/Circulation Area Setbacks 10 feet n Catena Engineers Maximum Lot Coverage None Maximum Building Height 30 feet i / 1500 NE Irving St., Suite 412 • a Portland, OR 97232 414 T(503)-467-4980 z MECHANICAL ELECTRICAL & ��o PLUMBING ENGINEER al ��Qo N Glumac LI/U BUS STOPS a. a. �\O Por SW Fifth Ave.. Suite 1600 Q �� Portland, OR 97204 1 '• / (___94) T(503)-227-5280 FOOD SERVICE CONSULTANT _ W f Webb ob EFoaydette dice Design (� D Portland, OR 97202 T(503)-236-8566 of _-- .03 _.. --—__ — --_� _�_ Z _ —� 1 _ 1 bassett/ I - architects ROAD 90.03°' 11 'ITS-7 — 1 I 721 NW 9TH Ave, Suite 350 \ / N 1 PROPERTY BOUNDARY PROPERTY BOUNDARY //'/---7_. ____.__.._- / _ —�� -- Portland, Oregon 97209 ---------------__ . ..,_..------------------------------_ i ----_----_ ---------------------------------- -- -- - - -- -- - ---- - -- - ------_---__---_—._ �__.._..__...__._... ..___�. - - — — -- — — — — --�-- -- -= T (206) 3409500 F {206} 34D9519 . A t . ,' . i ::____ O / F j ! \ FRONT SETBACK LINE/ 4'' f/7 Z _ / CIVIL ENGINEER & LANDSCAPE , -- Cardno rr,, _ _ _- _\ - 6720 SW Macadam Ave Suite 200, �.1 'I r T(503)-419-2500 19 CI de- -- r - ' � NEW BUS DROP-OFF 1p, EXISTING EAST PARKING AREA \' C1 G €� 7) tE_-_ II e,I I I� ■ —� MAIN ENTRY - FD CONNECTION / STRUCTURAL ENGINEER I, c c / 192.50 —_ uCatena Engineers 19100 C C ��!� /191.58 ' ' .,-1 , �� 1500 NE Irving St., Suite 412 ' C; C c FD CONNECTION — :.._ ; ;; ; ; �_;_.; f --. _ --- i • i / Portland, OR 97232 4. 11 (`. I �'° _t • _• ,Q� I* \ T(503)-467-4980 c c �•M�', I 1. MECHANICAL ELECTRICAL & I C c - - I PLUMBING ENGINEER c • 192.5ow N. y �� Glumac o C C \� �; 900 SW Fifth Ave., Suite 1600 z Y• c C I ��4 n 'Z \. Portland, OR 97204 p ¢1 C _ a I I ��\- ii T(503)-227 5280 i °° . m1 c __col c o'er �' \ FOOD SERVICE CONSULTANT 111 1 C 1 a'' 0 01 C c I I r Webb Foodservice Design 1 - f / 3700 SE Lafayette Ct. . a I C C j� '-- Portland, OR 97202 W :;, I' !� C FD CONNECTION �� 1 r� T(503)-236-8566 D1 44 c c ! �� I W I c c , /� ACOUSTIC & AV CONSULTANT , 111F--- N, f c �� 192.50 The Greenbusch Group Q ! III N. .i \ 1900 W. Nickerson St., Suite 201 0 �-; _ / ..,••• ` Seattle, WA 98119 T 206-378-0569 Z . . I NEW WEST PARKING AREA COST CONSULTANT il - iN i' Construction Focus --\ � 740 Almaden St. CO c C 1 i Eugene, OR 97402 C C C �, - T 541-686-2031 C — Q I C c �— — \ >\�5�0 ��6°0 _ \ \ i C c c , v \ 192.so / - \, 792 \ Mgr I "�F C C C '8.'' 4° p.'"'•37 ± C C - FD CONNECTION `w, C ` ��. 6`' _ LORNE*CONK CI C C 1 % 3 \� , .ensc 91 con 1 • : si - , - --,1 �1 I ‘2 17 _ � , l rfr. �=' ,. , � \ .:_, ��oo ' \ SEA EWA o I - iH� ��I. If,' III If! �.M ��. \ Fo ��CC v\CP ' C c C c c r IR 1� NX '„\ . �� / \ Goy "� '� I C c c ft`'►1_ 192.5a t�° , \ . > 0 . )S0 12 18 �� i / �,. i\c§? N I c c _ c /i� / ��y3 / / \ C c \-\ \.„ 1 C ! — Ir // 7 \��'� // �$//X6`1. �� \ }8Q�d / �\,,c, O C / / / / 50 G� 0 5 C C 1 8 6 / F • C C g� .J� \ / / \\ // / i C C C • /' �� e � \ // 0 // 0 -A // - C C C _ NEW ATHLETIC �G,vO ,�50 ou// N�� // \ /-. = ��'" . C C C PLAZA p�? , cb // `LO / '� --— c '� � o roc \ ��- // ,10 , \ i / C C % N / 300 °'\ �0 i DIV 33 SUB SLAB DRAIN �a , ' —t IY �� RADON PIP�IG DWGSITH ��J NEW FIRE LANE / J � 0o 4 G DRAIN COORD WIOCIVIL IWGS �� /. , \ TYP I \\\ \ GATED ACCESS TO COURTYARD AT GRADE 4 = ��o `\ X0050 D '// LEVEL • 'e WALKWAY FUTURE CONCESSIONS& � 5 % CONNECTION AT UPPER I RESTROOM BUILDING / FpC'�//.,,. ��G'\p\ LEVEL 11 EXISTING PORTABLE STRUCTURES vC§D. (NO SCOPE) / N..41‘, ' '40#\ , IN __ 1 STORY I I \ 1 BP2 ADD#1 4/4/18 IA �' REVISIONS DATE EXISTING )11\ FOOTBALL FIELD ' - \ .' , I • I \‘ 5��46 FSR7 / a .--" • \ • . .• . . xi a ti I TIGARD TUALATIN SCHOOL DISTRICT • 1 . I TIGARD HIGH . 1 . SCHOOL 1 , i MODERN IZATIOIN -- --,, FOOTING & UNDER-SLAB DRAINAGE PLAN 9000 SW DURHAM RD. TIGARD, OR.97224 FOOTING & SUB-SLAB DRAIN NOTES JOB NO 16992.00 ISSUE DATE: June 19, 2018 PROVIDE CLEANOUTS AT THE FOLLWING LOCATIONS: Jurisdiction Stamp Area 1. PRIMARY BUILDING CORNERS 2. FOR EACH AGGREGATE CHANGE IN DIRECTION EXCEEDING 135 DEGREES 3 PROVIDE REVERSE-DIRECTION CLEANOUT JUST UPSTREAM FROM CONNECTION TO STORM DRAIN SYSTEM. 4, AT INTERVALS OF NOT LESS THAN 100 FEET OF STRAIGHT PIPE. PLACE PIPE WITH POSITIVE SLOPE DRAINING TO DOWNSTREAM CONNECTION POINT WITH STORM DRAIN SYSTEM. LOW POINTS OR"BELLIES"IN PIPE WILL NOT BE ACCEPTED. REFER TO ARCHITECTURAL DETAILS SERIES A-4 FOR TYPICAL FOUNDATION DRAINS. PIPE SIZE FOR TYPICAL FOUNDATION DRAIN IS 4 INCHES. REFER TO DIV 33 FOR FOUNDATION AND SUB SLAB PIPE SPECIFICATION. FOUNDATION AND REFER TO ARCHITECTURAL DETAIL ON 8/G1.12 FOR SUB SLAB DRAINAGE ! ,7 w UNDERSLAB DRAIN in u) PLAN M i— co ctc2 co w G1 . 11 3- bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 (. LORNE?4kcCO3NAC tn rise 9I ASEA'- £,WA -1,k coo oao0 1218 12"MIN d dG 1 07 26 16-VAPOR RETARDER z ., ' ...' DIV 31 -314"MINUS CRUSHED ROCK WITH LESS THAN 5% tNi - _ ,, _ PASSING NO. 200 SIEVE :. :. :. -. ;..:..;:.;. .. :.. :a.:4.�.4� r ! �iftw ti_ iAreAriiiX�i`r_^s'UsTSIT e_ DIV 31 -ROCK OF UP TO 2" DOOR SWING -- - SIZE WITH NOT MORE THAN 2%PASSING THE NO. 200 .> • ? . . SIEVE N Z fl55000-BOLLARD WITH DIV 31 -GEOTEXTILE FABRIC r PUSH BUTTON ACTUATOR — I= I— '- Tho/ I i 1-7--- DIV 33 SUB SLAB DRAIN I II I Ii —II -es., OR I DIV 31 -RADON PIPING i SLAB ON GRADE DETAIL v 1 112" = 1'-0" _3) I I i II 1 BP2 ADD#1 4/4/18 # REVISIONS DATE I � C'7 N c*, , I I I I � i I I I TIGARD TUALATIN SCHOOL DISTRICT 1 I , ►- u-I —N l I ;r 03 30 00-SLAB ON GRADE 1 c 055000 BOLLARD WITH 055000 BOLLARD WITH TIGARD HIGH .� I 1 DOOR, PER PLAN i PUSH BUTTON ACTUATOR DOOR, PER PLAN 5„ I PUSH BUTTON ACTUATOR a I a fi SCHOOL _7R k• .- - --• _ _ . ..,- ,_...7;iiii :...�... _ -� MODERNIZATION ,, ,slisd0-41Pietes • • • •,..,•'t uk___\ Lk:4v _ _ .- . - . . , „ . .. %1 ir 0 N __---- -LI •'- -b (-) i 7 I _11'r- E l °a' ——1 I I-- I I \ 14 1 II 1 9000 SW DURHAM RD. ° , �.- --1 — , —_ — I , �rN I� I 11 1_ TIGARD, OR. 97224 ! 1= 11=1 a � — ate:rxi —1 1 ri, J 1 I _ 1 1 a I 1 JOB NO: 16992.00 a•- I '�• f - I 1 a `�--1u_[ F '' - . . ' II I 9 I — I 4" ISSUE DATE: June e 19,2018 b — i I =1 1 – e -- - •- . � •• -1 / I / 43 - Jurisdiction Stamp Area I ." - — wj w I J LU in _ 9 I °. I —I I1 — 1 I > [Y =1Ni 0 ` _ i - i1 —�_ 1I o"_:� LU0 —I ^ I . .• — —n 1IXO0 jI jI 0O }- _ 1 :%:; :1-. ...' • II I w . . ;~ I — ti wEL il I 1 w EL -L 1=11 I= 1.1 V.:T': as . 1199 '.1: Ja 7 t: - �-'.' = ',� - STEEL ROD STABILIZER = rt .-- . °. :- A- -' 191- - �[/y� SITE DETAILS '• f ! ai Vo VO Q 1IlffU 1=-11: Q , ° • - 1 111: 03 30 00-SLAB ON GRADE i i I— = =1 1 I II 1 I 1 1 1 w N I--- 1 1 f 1 1 1 1-911 1 11— i —I I !—III IIIIII-1,$„I 11 I I IIIIII1 i co // ' BOLLARD DOOR STOP/CARD READER DETAIL BOLLARD DOOR HOLD OPEN/CARD READER DETAIL C BOLLARD DOOR HOLD OPEN SECTION ' BOLLARD DOOR HOLD OPEN PLAN DETAIL G1 . 12 `� '1 5 1 112” = 1'-0" 10 1 112" = 1'-0" a„ ,� REFER TO OREGON STRUCTURAL SPECIALTY CODE(20141:: PROJECT INFORMATION • I- (EQUATION 5-2) -/♦�♦♦�� Ir=[FIP-0.25]W 130 CHAPTER 3: USE AND OCCUPANCY CLASSIFICATIONS PROJECT NAME: TIGARD HIGH SCHOOL `�� ••♦♦•�,�♦♦ DESCRIPTION OF PROPOSED WORK: • a E EDUCATIONAL �/��+�•�•�♦♦♦♦♦♦i��. 8 fs=(2) WI AUTOMATIC SPRINKLERS PER 903.1.1. &SECTION 506.3 CLASSROOMS 1. CONSTRUCTION OF ADMINISTRATIVE AND CLASSROOM BLOCK .♦ �' ♦♦♦�j♦ VOCATIONAL 2. PARTIAL DEMOLITION OF EXISTING SCHOOL.�w�♦♦•�♦• 3. CONSTRUCTION OF KITCHEN, ATHLETIC&CTE WINGS AND OPEN-TO-SKY COURTYARD IN DEMOLISHED AREA��♦` � �� 508 OCCUPANCY CLASS1FfCAT{ONS!SEPARATIONS REQUIRED A ASSEMBLY 4♦ ♦ w♦V es♦ PATCH &REPAIR OF FACADE IN AREAS AFFECTED BY DEMOLITION&NEW CONSTRUCTION. bassetti CAFETERIA-COMMONS WITH TABLES&CHAIRS 5. NEW INTERIOR FINISHES IN NEW CONSTRUCTION AREAS. PATCH AND REPAIR INTERIOR FINISHES IN EXISTING architects ,�♦•�•♦♦♦��t•`�� ACCESSORY OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED INDOOR GYMNASIUMS AREAS AFFECTED BY DEMOLITION & NEW CONSTRUCTION :•: •��i`,•r,♦:�'�♦♦♦♦♦♦ ♦1,, �, NO SEPARATION OF OCCUPANCY IS REQUIRED BETWEEN MAIN AND ACCESSORY OCCUPANCIES. 6. NEW BUILDING RES AFFECTED D BDELNEW CONSTRUCTION EW CONRU AREAS. STUB OR MODIFY BUILDING SYSTEMS IN ♦♦♦� 1♦��•♦ B BUSINESS (ACCESSORY OCCUPANCY TO E) EXISTING AREAS AFFECTED BY DEMOLITION& NEW CONSTRUCTION • `•�•�•♦♦�•� � �� `�,��J♦�#�� '� OFFICES ♦♦ �. �Ir mew�j ♦ NO SEPARATION IS REQUIRED BETWEEN E AND A OCCUPANCY TYPES. ��,� � i'I�♦♦ Iti • OCCUPIED BUILDINGS DURING CONSTRUCTION: <�,��♦A♦�� ,. �♦�Vi,♦♦� ♦♦ S STORAGE -(ACCESSORY OCCUPANCY TO E) 721 NW 9TH Ave Suite 350 ►�/� / !e .flit,, ♦♦+♦,,♦* 4 Table 509 INCIDENTAL USE AREAS STORAGE/CUSTODIAL ROOMS BUILDING 1 �',, ..., �♦��,'�� * �� MECHANICAL 1 MDF 1 IDF 1 ELECTRICAL ROOMS BUILDING 2 Portland, Oregon 97209 ��1► :C��♦.1. I :��♦:��; �, SPACE TYPE: SEPARATION AND/OR PROTECTION: BUILDING 3 T (206) 340 9500 F (206) 340 9519 4 BUILDING 4 •i , �'�9♦`�• \ CHAPTER 5:ALLOWABLE HEIGHT AND BUILDING AREA BUILDING 5 �♦♦ ;� � FURNACE ROOM WI EQUIP. >400.000 BTU/HR INPUT 1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM ®• + ♦♦ %�� BUILDING 6 ♦� \� BOILER ROOM WITH EQUIPMENT OVER 15 PSI AND 10 HORSE POWER 1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM Table 503 HEIGHT AND NUMBER OF STORIES BUILDING 7 - (FOR TYPE OF CONSTRUCTION LISTED BELOW IN CHAPTER 6) BUILDING 8 CIVIL ENGINEER & LANDSCAPE CHAPTER 6: TYPE OF CONSTRUCTION Cardno MAXIMUM HEIGHT(FEET) ALLOWED PROPOSED BUILDING 9 85=(65+20) 36 6720 SW Macadam Ave Suite 200, MAXIMUM NUMBER OF STORIES 4=(3+1) 3 PROJECT ADRESS: Portland, OR 97219 602 TYPE II-B WITH AUTOMATIC SPRINKLER SYSTEM PER SECTION 903.3.1.1 AND NFPA 13 9000 SW DURHAM RD, TIGARD, OR 97224 T(503)-419-2500 Table 503(UNMODIFIED)FLOOR AREA PER FLOOR[At] Table 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PROJECT OWNER: STRUCTURAL ENGINEER E 14.500 (TYPE II- B ) TIGARD-TUALATIN SCHOOL DISTRICT Catena Engineers ELEMENT: TYPE II-B RATING (HOURS) 18,500 (TYPE V-A) g STRUCTURAL FRAME INCLUDING COLUMNS, BEAMS, GIRDERS, TRUSSES 0 PROJECT CONTACT: 1500 NE Irving St. Suite 412 7 BEARING WALLS. EXTERIOR 0 506 AREA MODIFICATION JOE ECHEVERRI Portland, OR 97232 BEARING WALLS, INTERIOR 0 (EQUATION 5-1) T BASSETTI ARCHITECTS ] NON-BEARING WALLS AND PARTITIONS, EXTERIOR 0 AREAS OF MODIFIED 1 AND NEW BUILDINGS ONLY: (503)-467-4980 721 NW 9th AVE.#350. PORTLAND. OR 97209 NON-BEARING WALLS AND PARTITIONS, INTERIOR 0 LEVEL BUILDING A t I t I s A a ACTUAL AREA 503-224-9162 MECHANICAL ELECTRICAL & FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 ALLOWABLE AREA JECHEVERRI@BASSETTIARCH.COM PLUMBING ENGINEER ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 1 * APPLICABLE CODES _ IN LIEU OF HEAVY TIMBER IS ALLOWED w BUILDING 7 14, 500 SF 0 50 2.00 50,719 SF 44,875 SF 900 SW Fifth ►♦♦♦ ♦♦47.400♦♦ ♦♦ 1-HR RATED CONSTRUCTION II 1 CITY OF TIGARD MUNICIPAL CODE Portland,SW FAve.; Suite 1600 �� O OR 97204#♦� _� ♦� �� `EXCEPTION: IF ROOF IS 20'ABOVE FLOOR, J T(503)-227-5280 T I ' (1, / ` ♦ M_ ♦*♦ ♦�♦♦ ' 1-HR RATING IS NOT REQUIRED 42. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)" ♦ + ``�� '� BUILDING 6 18,500 SF OA5 37.925 5F 25.753 SF 3. 2014 OREGON PLUMBING SPECIALTY CODE(ORSC) FOOD SERVICE CONSULTANT 1: 1 / ,P, 'Mr �' ELEMENT. TYPE V B RATING(HOURS) 4. 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) / ,♦♦•+�♦♦��•♦♦�♦� ♦♦ STRUCTURAL FRAME INCLUDING COLUMNS, BEAMS, GIRDERS, TRUSSES 0 Z BUILDING 714. 500 SF 0.37 48,814 SF 15,622 SF5. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) Webb Foodservice Design / � ♦ �� ♦� �♦♦to ♦ BI=ARING WALLS, EXTERI LU U0 6. 2014OREGONELECTRICALSPECIALTY CODE(OESC} 370D SE Lafayette Ct/ �4.W**��±��• ��± BEARING WALLS, INTERIOR0BUILDING 8 14. 500 SF 0.58 51,910 5F 51,823 SF 7. 2014 OREGON FIRE CODE (OFC) Portland, OR 97202 / �._. t �� • • NON-BEARING WALLS AND PARTITIONS, EXTERIOR 0 8. ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES T(503)-236 8566 11 //// V. : :♦` ,: : ♦: NON-BEARING WALLS AND PARTITIONS, INTERIOR p 9. 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE(DSISC)FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS0UPPER BUILDING714. 500 SF 0.75 54.394 SF 24,475 5F/ ��► ♦ 4:444ss♦♦ ♦♦ ACOUSTIC & AV CONSULTANT r / ♦ �� ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 BUILDING 8 14, 500 SF 0.75 51823 SF LAND USE 17,447 sF The Greenbusch Group • , 1900 W. Nickerson St_. Suite 201 //11 .r.,7Fi., ♦ `♦;�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4' SEE CODE SITE PLAN FOR 1 - ►♦ 1 L / , �� Table 602 FIRE-RESISTANCE RATING -EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE LAND USE INFORMATION Seattle,WA 98119 "- ►♦ �♦ w`• T 206-378-0569 1 ♦♦. ,,� . ♦♦ ♦♦ DISTANCE TO INTERIOR PROPERTY LINE OR CENTERLINE OF STREET OR ALLEY: RATING(HOURS) BUILDING DESCRIPTION COMMENTS STATUS I TYPE AUTOMATIC LOWER MAIN UPPER !TOTAL AREA / , ��%♦♦♦♦ +♦♦� � � ♦♦ 5' ULESSTHOAN'N S' 1 1 SPRINKLERS LEVEL LEVEL LEVEL PER BUILDING COST CONSULTANT / ��,•• ♦♦ ♦ ♦ Construction FOCUS 1 'I �♦ ♦♦ ♦♦ ♦♦ 10' UP TO 30' 1 1 ' PERFORMING ARTS SEPARATE BUILDING NO SCOPE EXISTING TO REMAIN 740 Almaden 7 L- - 1 • 30'OR GREATER 0 / 1 2 PORTABLE STRUCTURES SEPARATE BUILDING NO SCOPE , EXISTING TO REMAIN Eugene. OR 97402 7 541-M6-2031 II/ 1 CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES 3 MUSIC WING NO SCOPE EXISTING TO REMAIN V- 1 HR YES 0 SF 6,350 SF 0 SF 6,350 SF !tTYPE II-B&TYPE V-A CONSTRUCTION; GROUPS A&E I RATING(HRS) OPENING PROTECTIVES(HRS) 4 CLASSROOMS NO SCOPE EXISTING TO REMAIN V- 1 HR YES 0 SF 30.160 SF 22,440 SF 52,600 SF 706 FIRE WALLS 2 1 5 SCIENCE LABS NO SCOPE EXISTING TO REMAIN V-N YES 19,700 SF 19,700 SF 0 SF 39,400 SF -112 707 SHAFT ENCLOSURES CONNECTING LESS THAN 4 STORIES 1 3/4 6*"* - BUSINESS& COUNSELING - NEW&EXISTING V-A YES 0 SF 25.753 SF 0 SF 25,753 SF r�, �zD � 707 ATRIUM WALLS(404.6 OR GLASS WALL FORMING SMOKE BARRIER WITH SPRINKLERS) 1 NA 707 EXIT PASSAGEWAYS(1023.3) 1 1 7- AUTO SHOP INTERIOR RENOVATIONS EXISTING TO REMAIN II-B(DEEMED) YES - 10.598 SF 0 SF 0 SF lh 708 CORRIDOR WALLS(1018.1) (AUTOMATIC SPRINKLERS) 0 0 LOR�1£'tiffiD;�AC tin 7ATHLETIC & CTE .� NEW II-B YES 34,277 SF 15,622 SF 24,475 SF 84,972 SF ease 91 ~� 8 MAIN GYM 1 - EXISTING TO REMAIN II-B YES 0 SF 13,725 SF 0 SF i CHAPTER 8: INTERIOR FINISHES NEW II-B YES 0 SF 3$,098 SF 17,447 SF 69,720 SF SEA E,WA II 8- CLASSROOMS+COMMONS - - _ Table 803.9 FLAME SPREAD FOR INTERIOR WALL AND CEILING SPRINKLERED 9 AUXILIARY GYM + SUPPORT SEPARATE BUILDING- NO SCOPE TO BE DEMOLISHED4 �a [ INTERIOR EXIT STAIRWAYS AND EXIT PASSAGEWAYS: CLASS B Iiy CORRIDORS: CLASS C a /2 18 ROOMS: CLASS C v ATRIUM: CLASS B CHAPTER 9: FIRE PROTECTION SYSTEMS 903 AUTOMATIC SPRINKLER SYSTEM THROUGHOUT INSTALL PER NFPA 13 GRAND TOTAL BUILDING AREA: 278,975 SF i 906 PORTABLE FIRE EXTINGUISHERS: INSTALL PER NFPA 10. TYPE 2-A, 75 FEET MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER * i SEISMIC UPGRADE UNDER SEPARATE PERMIT f TYPE K WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT - IIS INTENTIONALLY OMITTED FROM BUILDING NAMES 915 EMERGENCY RESPONDER RAIDIO COVERAGE *'* SOME NEW AREAS. SOME RENOVATED AREAS IN THIS WING CODE BUILDINGS - UPPER LEVEL SEE ALLOWABLE AREA CALCULATION TABLE(THIS SHEET)FOR PROPOSED NEW BUILDINGS CHAPTER 10: MEANS OF EGRESS (5) 1" = 501-0" 1004 TOTAL OCCUPANT LOAD: (SEE SHEET G2.12 FOR OCCUPANT LOAD SCHEDULES) NOTE. 46 SEE CODE ANALYSIS PLANS FOR EXIT REQUIREMENTS PER EXIT, FIRE WALLS & FIRE BARRIERS LEGEND NUMBER OF OCCUPANTS EACH SPACE.AND EXIT WIDTH REQUIRED a •.,,, Table 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT 8 A „*..., EXISTING 2-HOUR RATED AREA SEPARATION WALL ASSEMBLY WITH FIXED SEATS SEE 1004.7 et....ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED(CHAIRS) 7 NET411P. IMOOIM00001, NEW 2-HOUR RATED FIRE WALL UNCONCENTRATED(TABLES&CHAIRS) 15 NET STANDING SPACE 5 NET 111, EDUCATIONAL ..:' ►,I ••••••• NEW 1-HOUR RATED FIRE BARRIER CLASSROOM 20 NET O SHOPS AND OTHER VOCATIONAL 50 NET ]1 •� � OFFICES I LIBRARY 100GROS5 / . \ * - - - - i - - NEW 1-HOUR RATED WALL / READING AREA 50 NET / I ' _ - - STACK AREA 100 GROSS / i /�• �_\ LOCKER ROOMS 50 GROSS / �- �_ 46 EXERCISE ROOMS 50 GROSS / - -=�_ ....�� NEW 2-HOUR RATED FIRE BARRIER 1 ADDENDUM 4/18/18 ACCESSORYKlTCHENs 300 GROSS _ _II , SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND STORAGE, MECHANICAL EQUIPMENT 300 GROSS / il / 9 w. ,, „„/ ♦�� NEW FIRE WALL & NEW FIRE BARRIER LOCATIONS # REVISIONSDATE J 1005.3 EGRESS WIDTH PER OCCUPANT SERVED / +�� 3 ♦`► �♦ ♦�� - 3 (WITH AUTOMATIC SPRINKLER SYSTEM) // /� • t ♦.+♦ ♦.♦♦♦., STAIRWAYS: 0.2" PER OCCUPANT I - ' ♦ �.♦ir -` -�' ♦♦♦.♦♦� / / OTHER EGRESS COMPONENTS. 0.16/PER OCCUPANT / _ `' ♦,� �, ♦�►��"♦♦�♦♦♦��♦ ♦ `tea ► ♦�� = ♦♦♦♦♦♦♦♦♦`�♦♦� / %moi ♦♦♦. ♦♦♦♦♦♦�" MAXIMUM TRAVEL DISTANCE / I ' 4471#♦ _ - -•- ..,,.♦, Table 1014.3 COMMON PATH OF EGRESS TRAVEL TYPE E OCCUPANCY /'.// �� 4 . ��♦��I♦4 ♦♦�♦♦♦♦♦♦♦♦♦� Table 1016.2 EXIT ACCESS TRAVEL DISTANCE FOR E OCCUPANCY,WITH < 75 FEET / rw �....� ♦�. ► ♦♦♦. ,♦.♦♦♦♦ ,iiifiiiii4.1 I SPRINKLER SYSTEM FEET / ♦•♦�,N01,♦ `�. - • •♦ ►• ♦••♦•♦♦•��•, _ 1018.4 DEAD END CORRIDORS,WITH SPRINKLER SYSTEM 50 T MAX. / 'Q - . ` ` • -. . . . 41,74..,„..... `�♦�'1� Mr•• V 4 w I J ` Table 1015.1 MINIMUM NUMBER OF EXITS FOR A OCCUPANCY / :► ,♦� *� � - vv i, ♦♦ ,P,*•♦♦♦`♦•♦♦♦•♦♦♦♦♦♦�♦♦♦♦♦� I trt 1 A 1 / MAXIMUM NUMBER OF OCCUPANTS NUMBER OF EXITS REQUIRED./• k-, \ 11) ' --.... / �� m I A`•�+• its- •1 • 1 / � �� ♦♦♦�♦�♦�♦♦♦��• � I �.� 1 / 1-49 1 �'�y.�vv►♦� •�.11, ::a ,♦ _� 1 ♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦j� 4 , s'i♦♦�♦ -� 49-500 2M+'tr►,aV'�♦ '�♦♦♦♦♦♦♦♦ �� ►♦♦ 1 40 -4 ♦♦♦♦♦♦♦ ♦ ♦._♦♦i r' .�.♦. 11 / �I:. .�,,, �♦��♦♦♦♦♦♦♦♦♦'.•� � ♦ / \ � ♦♦,♦,♦ ♦,♦ ,♦.+♦♦♦1�►�� TIGARD TUALATIN/ 501-1,000 3 / •� • ♦♦♦♦♦♦+♦♦♦�,�♦.♦.♦♦♦, SCHOOL DISTRICT * ' \ / MORE THAN 1,000 4 ♦♦t♦♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �� r . / •, ♦ P. - / , A 4 10 SCHOOL ... yL." 1 / LEVEL , OCCUPANT LOAD ♦♦ 1 • ♦♦'IV► ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦= ♦v�.♦♦♦♦♦,4 t�♦*l- / \ f(E)SCIENCE S.WING LOWER LEVEL 478 ♦♦ 3 \ 7i . ��♦ ♦♦♦♦♦� ►♦r / LOWER LEVEL 1800] .♦ / 1 _-51 XX i' . ,.., 1 ♦♦♦♦♦♦♦♦♦♦ r ♦ 1 ] 7ter �' �,•♦►_�� ♦♦♦♦♦♦♦♦♦ ♦♦♦ n I •♦♦.♦♦,♦♦♦.♦♦♦♦�► . �� / 1 MAIN FLOOR 5875 ♦�♦ " �� .! _ __,/ 1 .- A.i.� �= ��.♦.♦.❖♦�.♦�.♦.+.♦.♦ MODERN I ZAT 0 I ' ♦ ♦ ♦` / 5 (E)SCIENCE S.WING MAIN FLOOR 393 ♦� X •4;411► ,♦♦♦...♦.♦♦♦♦♦♦♦♦.♦♦., i r�i •a `"n'► 1 UPPER AUX 493 ��1♦C .' , 141!!F,II / ♦I ♦♦♦ ♦♦♦♦♦♦♦♦♦♦ dm �i_�iiiiklii ♦ I to Mn 1 )UPPER LEVEL 1134' ;Mil ii / 1 ♦ ♦.♦♦,♦♦.♦.♦ .♦ ��♦�� 11 , kith n/ TOTAL OCCUPANTS 10173 uaiill{le� _ - 1 Z�` '".:v'' w n 1 ♦♦, ♦ .♦♦♦.♦♦♦♦ 9000 SW DURHAM RD. ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 EXISTING BUILDING ♦� �A,♦4♦♦♦�♦e f 1 / 1 `"f T �' �i / 1 � �� ♦♦�♦♦♦`�♦♦�♦��. TIGARD, OR. 97224 '�::�♦♦♦�♦4�.►♦4111 u 'illi y4 • •_►♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦I CLASSIFIED AS A TYPE V N I IIIIIIIIIIII 1 V` ♦♦♦♦♦♦♦♦♦ ♦ ♦♦� BUILDING WITH AUTOMATIC •♦♦•♦` �` JOB IVO: 16992.00 SPRIKLER SYSTEM. �� ♦ +� II ! 14**s:S*A (• �' 1 h„ J I 1 ♦,♦�♦�♦� ISSUE DATE: June 19, 201$ (REFERENCE 2005 I .�,k ,, % i . ♦ ♦♦♦{♦�• li I" ' ♦♦♦♦♦♦♦♦ v 1 emit • 1 ! ,♦ •♦ ♦♦��♦ Jurisdiction StampArea ADDITION PERMIT . ' ♦�♦ � ♦ • ♦ek►rr V T4;��_. . . .',7 t_ ♦♦♦L v� m •� ♦♦♦,♦♦ ♦♦♦ ♦♦♦♦♦♦♦•DRAWINGS BY OTHERS) ♦♦�ri♦♦♦♦.....+-` ,� W,_-♦�,_+ e•� ;, :��`�1� -�� •�♦�+♦♦ I _ •• _'1 ► • r��♦♦♦♦♦♦♦♦♦♦ PROPOSED BUILDING TYPE: := :..:`�:.+:♦ , �,♦lirv4.�. ♦♦;rw.♦♦♦.."1111 ► , „ L ��♦�♦♦� ♦�, ►♦♦ ►♦♦♦♦♦♦♦♦ X, - _ ♦ ►♦ ►♦♦♦�A♦♦� ♦♦♦♦♦ c _ �� , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� NON-COMBUSTIBLE ♦♦ ♦♦♦♦♦♦♦♦ a _ ♦,t:♦♦ :►♦.♦.♦*_�-..♦ ��•♦♦♦♦♦ 2; .. ' ♦♦♦♦•♦♦+♦♦♦♦•,��♦♦�,♦+♦♦♦`�� FRAME, CMUIWA METAL +:♦:�..:♦:♦:♦:♦:♦::: I, ♦,♦♦♦, !.V♦♦♦♦♦ , ♦,,4r,�J♦♦♦♦♦♦....♦.� ♦♦..♦..♦♦ ►♦♦`•♦♦♦•♦♦♦•♦♦,•♦•♦♦♦♦,•♦•♦♦,♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦�•♦•♦♦♦♦♦♦♦♦♦• t 1 ♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 0 25 50 100 METAL STUDS IN INTERNAL *11V4,4111,10111Fr4, - _ __ _ _ __ �.-. PEDESTRIAN ♦♦�� rrrPARTITIONS. i�v♦♦.♦ ce♦ � � Z WALKWAY PER ♦♦♦♦♦.♦♦♦ ♦ � ♦♦♦♦♦4 � �~ r��'♦♦♦ SECTION 3104 .,.♦..�� NO CHANGE IN ��'♦�♦♦♦w•r♦-_ ►♦♦♦♦ INOCBUILD NG ARO CHANGE -1♦�� ♦��♦♦. ♦♦♦♦♦♦ s �:♦:♦� ♦♦.♦,♦,♦ , EA. ♦♦f,♦♦♦♦♦ ►♦♦1 4,---- 2 ♦♦S 5 , ♦♦♦♦♦ TRUE X ♦� ,♦�♦�♦♦♦♦ N CODE & AREA r :��•♦•! ♦ %► NORTH ANALYSIS . , „,� • co o i ♦ ♦4 lir 11_1 �• r~ Q �_ 2 ct`�-- CODE BUILDINGS - LOWER LEVEL41, G2 . 10 4 � 1" _ 50'-0" CODE BUILDINGS - MAIN LEVEL a. c--) w 1" = 50'-0" bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 / / / \ CIVIL ENGINEER & LANDSCAPE / ardno / \ 6720 SW Macadam Ave Suite 200, / \ Portland, OR 97219 T(503)-419-2500 / \ STRUCTURAL ENGINEER Catena Engineers ,. 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT // Webb Foodservice Design 3700 SE Lafayette Ct. / / // Portland, OR 97202 T(503)-236-8566 / 1 ACOUSTIC & AV CONSULTANT —, The Greenbusch Group \ 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 ) T 206-378-0569 / _ ----- COST CONSULTANT / Construction Focus / I 740 Almaden St. ------- - Eugene, OR 97402 T 541-686-2031 c..0)%;YI1144 CY LORNE McCONAC `4 ease 91 w - :AAAI E,WA ELECTRICAL a _ CUSTODIAL �� — - 300 104 SF H 0 /2 18 —0.-001=11• • 1 L EXIT ON I EXIT COMPONENTS FOR MAIN LEVEL I TOTAL OCC LOAD=387 OFBIGE =� loi,.. t `� ELEVATOR FIRE WALLS & FIRE BARRIERS LEGEND — COMP REQD PRVD 9651I1r 84 SF I DOOR 57" N/A SCE �; I STAIRS 77" 101" 100 I �ELEVATOUSTODyALERo EXISTING 2-HOUR RATED AREA SEPARATION WALL 100 SF FEC-1 3 sF -1 I 2 8 1 I STORAGE STORAGEPE TEACHERS EXIT COMPONENTS FOR 300 – e 4111/00.111.004.0 NEW 2-HOUR RATED FIRE WALL TOTAL OCC LOAD=240 I 398 SF 1 M,�;� 244 3 I COMP READ PRVD 4 �'��! ••••••• NEW 1-HOUR RATED FIRE BARRIER DOOR 36 N/A UP AUX GYM f� 32 - LOCKERS STAIRS 48" 48" ''. 45._ A3 34J' 11 EXERCISE0 - + - �� ;2;0.1" 8,183 SF . GIRLS LOCKERS 70 SF WALL NEW 1-HOUR RATED •' `„•:/b 1169 ,yS IOC- -.0..,! EXERCISE ; - 2 T � Fx JEL-,•r • 1,465 SF 4'-011 E '*-,,, �'-9„ 30 _ �•�•�•a NEW 2-HOUR RATED FIRE BARRIER -co;:-. , •�c�sr 5.-91,2"� a SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND • , OSS;• •%: bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 EXIT COMPONENTS FOR ‘-V56 T (206) 340 9500 F (206) 340 9519 TOTAL OCC LOAD=258 vioil,>2,, COMP READ PRVD . DOOR 38" N/A r CIVIL ENGINEER & LANDSCAPE STAIRS 51" 70" , cE2 Cardno r 20 6720 SW Macadam Ave Suite 200, 1,869SF �� s�6 r 94 Portland,(503)-4 92 97219 •/ •` ,�.` CLASSROOM BK RM I WORK ( '•. •` 20 A2 EXIT. �.�� 902 SF 15 5645F OFFICE EXIT COMPONENTS FOR 10° TEACHING KITCHEN ••. 33 B OFFICE STRUCTURAL ENGINEER TOTAL OCC LOAD=57 1925E 20 S6' ` � 192 SF 100 192 1500 NE Irving St., Suite 412 Catena Engineers 259 SF ", , CLASSROOM z ,— ADMIN. OFFICE SUITE: Portland, OR 97232 COMP REQD PRVD 13 •"., E T 503-467-4980 �•�. A ••••. 20 8648E • I •s OFFICE % GROSS AREA=5,400 S.F. ( ) DOOR 32" 72" •�414 •11111 "• • •• '•" a4 B / OCCUPANT LOAD RATE= 100 ., "� ,,, • 1W OFFICE TOTAL OCCUPANT LOAD=54 OCCUPANTS MECHANICAL ELECTRICAL & qp •.. ., ,.. •, ' 192 SF B STAIRS 44" N/A OFFICE • .• 4", � ~ 2 16° tOD = % '�••• '•. , '4 '" 4•4 1908E PRINCfPe p PLUMBING ENGINEER 11umac 3SF OFFICE ` I ioaB EXITCOMPONENTS FOR 11ion 125EIDE ,. PEVAco Y ' • 226 506 SF TOTAL OCC LOAD=580 900 1SW Fifth Ave., Suite 1600 CUSTODIAL CUSTODIAL U� • ' +• . ° • RECEPTION/ATTENDANCE FOR 30D 300 e. 30° ,• #\S �• 66;F p`�, B I COMP REQD PRVD EXIT COMPONENTS 0 s4 sE 567 s Portland, OR 97204 T(503)-227-5280 TOTAL OCC LOAD=196 1 216 sFEXIT =1 44 .@-1r��\ /45. •••. �� :■y = • • 452 SF I DOOR 86" 148 7 '$off `I,,c 4....r.-; •••.....4%,. 0 i 5 STAIRS 116" N/A FOOD SERVICE CONSULTANT COMP REQD PRVD ,�?2,, 96 I1S0� .RYSTORA� 4 ,r DOOR 32" 72' .• KOITGHEN KITCHEN I •4 ••..? zoo 2eSF • a • Cao • // WAITING EHrRYveer3700 SE Lafayette Ct. STAIRS 44" IN/A 1301 SF , KITCHEN KITCHEN ! i ' ' : t00 coRR01DORPortland, OR 97202 ii T(503)-236-8566 200 COMMr1NSALCOVE - 278SF 345SF EXIT <11KITCHEN 200 SF� 224 S S 'KITCHEN SEV - 2 . EXIT '200S KITCHEN �, ORAGEi 711 s � • � -- FENCE& GATEACOUSTIC & AV CONSULTANT 3°2 2200 - STORAGE• qa • WITH PANIC ' 11 276 SF ■ `�— _ 0F.r".. • / 4• • ♦ *.. — ti1 WORKROOM - •`� HARDWAREMAIN GYM I-- - _-_ 230'TRAVEL a -1 B .4 � �c SEE DOOR p The Greenbusch Group A3 — DIST.TO EXIT _ I 182 SF COLOSELING � �� SCHEDULE 1900 W. Nickerson St., Suite 201 _ ___ Seattle,WA 98119 • 13,000 SF — y �^ 2 +�.••, 700 COURT HORIZONTAL COUNSELING OFFICE SUITE: T 206-378-0569 24-� 7 1' _ _ _ EXIT GROSS AREA= 3,445 S.F. ' �0 OCCUPANT LOAD RATE= 100 = I\S�;••. EXIT y�� ••' + 111 TOTAL OCCUPANT LOAD=35 OCCUPANTS COST CONSULTANT 411 �-... — LEARNING srAIR 0*(9''•• i V _ Construction Focus •• 1C• te10. 8555, 16 +•STUDENT RECORDS Mir.-- PRAC ROOM EXIT] Tp, ,,, r STORAGE 740 Almaden St. • 4290%':11 ,/� is°s,coNF. _ lir ••� rrrcc : ND 1• ASF C/F' Eugene, OR 97402 C '••�/S')- 610, 240' TRAVEL DIST. . 1 A3 4� B E 1;a T 541-686-2031 �J70 •'...7'0,-. __.• _ _ _ 15 'T' 100 20 PRAC ROOM 12 SE. •� C ,.+•`� FLEX OFFICE 198 SF ll .1183 SF 2,146 SF f EXIT • •;F •,.- 'CO;MON PA`H OF TRAVEL B1a ► !�'�. 1. 08rsr�AGE ` 122 SF . g ~ 1 SF ST42AGE Ory\�•, . • O�Q T COMMONS 2 r ,r r - >"I ' 1,ATN 100 F C 430 T.Re■ CHOIR 441 I .• `. t�T RQ 45 OFFICE S I 2 -.,.CSS` E E I7 • • L 11,221 SF 0 i(F��111 Q\S •• •••r� — 749 100 = f- I 00 ROOM BA IDOFFICESTO G 160 SF 2,103 SF STJ �( �� • `y ,• • • �/ STOR 113 SF ,_ 0,...4 E 2D 1°D 6 SF .8 106 STORisGE .,D • �4g" STORAGE 2 / 3 REST 00 8 20 281 SF 150 SF I �• 300 OCIAL 155;E t • • F OFFICE p r= 5 *e' II g4',. es6 SF y� B 29 SF6 1 C LARNE McCO AC Ili. II •• %•419 3 [ 11208E + j aCE STORAGE1US1CCOM1NONS r ewe 91 L�' 2 Q �z F 1°0 STOOQGE E p,.� <61O �' 17°SF 20 CORK s 610 OFFICE 2 I I. 366 5F 1,184 5F • -v u � (n 100 e . .=C _ GUITAR MOM HORIZONTAL o ,125E „ r `�' �.SeMSLERoDr76 1,487 SE F SEA E,WA EXIT . R' .• X71 F , CLASSROOM PEC.ED.CR E ri 74 �i' t 'y, v ¢ , 20 20 a,e°sF 32"/ 78 s Q CK r S 684 SF 727 SF 21 • in CORRIDOR °./ 35 7 0 66/20 S a) CORRIDOR 1 • CORRIDOR IDf 1:11 0— ' 315 SF CORRIDOR 7 EXIT COMPONENTS FOR . -• s�E�� ;� r-, i I °EB�T�RE 1• ,663SF 12"1-90" FIRE WALLS & FIRE BARRIERS LEGEND TOTAL OCC LOAD=96 EXIT as SF —� a: , I J -4 -4_,A3- •-" . z 1On ' III 1 ` EXIT / NC B SIONS , 4 CUSTODIAL I _ CLASSROOM MATH ENGLISH Baum COMP READ PRVD �s ORAGE 4 =_ Lilt■II , - c 300E E 100 655, 1,541 SF s , EXIT COMPONENTS FOR • / E0 20 20 20 DOOR 32" 148 12035E 1 6 ELEVATOR I TOTAL OCC LOAD=620 ; 944SF 90346 SF 904SF 891 SF EXISTING 2-HOUR RATED AREA SEPARATION WALL STAIRS 44" N/A CORRIDOR , 45 �AFEfSTOR II CON CONTROL , 0 I s I USINESS CLASSROOM E B CUSTODIAL ] 645E COMP REQD PRVD , E -0•I-- L yti� 100 300 ,STORAGE I I 20 ` -._ NEW 2-HOUR RATED FIRE WALL I 48 SF 575 SF 27 SF f• STORAGE DOOR 92" 132" 1,1108E ~ r 7 3 6p 1 s 300 EXIT AT MAIN I' I / 5e LX ENGLISH �S•_�� I^ ��Ty n, AD OFFICE . a 701 SF STAIRS 124" N/A • 7 e ,---- •• " , A� 3 LEVEL FROM I / it O� 20 874 SF COMMON AREA 80 ` 210 F .•-=— 3 -----f�l/�1r UPPER AND11 / 44 20 ENGLISH . ..., UPIL LOWER LEVELS / h 3USiNE55 CLASSROOM Q 3,786 1SF �20 F ••••••• NEW 1-HOUR RATED FIRE BARRIER II �� / 20 1,033 SF r -I ENGUSH 45 G 4 220'TRAVEL COACH LOCKER REFEREE LOC 52 II E-VOCATIONAL E-VOCATIONAL 201'-0" • / Q 97osF Lr"l ..I J •� ' ' ' NEW 1-HOUR RATED WALL II DIST. TO EXIT 50 lo 44 ..f WEIGHTS II 175 SF 075 SF / H E - \ a 4 EXIT COMPONENTS FOR [r, 3,225 SF it 1 \ I TOTAL OCC LOAD=620 NCHE 0'KRO�M 162 \ 9USINESSCLASSROOM REST N OHMS ,00 erIGLJSH SOCIAL STUDIES ENGLISH NEW 2-HOUR RATED FIRE BARRIER u • ON �, COMP�\ REQD PRVD I 9920 8 SF 25E 'SF 2 SF qSF 20 20 20 919 F 917 SF 906 SF • • • I DOOR 92" 148' I 50 01 T 48 I JQ 46 46 SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND \ 1 , • ST•. sMS z\ STAIRS 124" N/A I I F 1• CORRIDOR NEW FIRE WALL & NEW FIRE BARRIER LOCATIONS ~ / CORRIDOR X CN w w292 Z4 -------1--. f J J0 _ _ i B SF Q 0 N N I STD• G D �• COR DOR A.V.ROOM 'I I �i 1111 0_ EXIT 300 — �p �Ekil� I(,:.1.91!!I ~ N 189 5E •• STORAGE Of'�G� o9�r Rol T h., . - ACHERSLOU E 1 _ STORAGE 52 ° � OMS CODE ANALYSIS SYMBOL LEGEND - I 183 ,ARK P�M. J 1 STOR. II \ N 1 20 504 SF 93 SF B HWR • 55SF STOR00AGE ....../Y1-- ' N / 4925 F C 1 7 a SF RE ROOMS -00 BLIFE SKILLS 3231SF , IIILIIII 411 - COMPUTER LAB CIRCULATION 1 SF Ea 20 /• E 59>---------- OCCUPANT COUNT I DIRECTION II . 1 E CORRIDOR PO 821 SF ,,; _ 2"/3� - PROVIDED DOOR WIDTH I STAIR WIDTH / ENGLISH BZO SF 0p5r"— E 41 578SF/ 2° REQUIRED DOOR WIDTH 1STAIR WIDTH .. .......................------------- -- - - • • n 1 ,FENCE&GATE `` 1 7438 F 38y EXIT /WITH PANIC = HARDWARE \ =CON A3 RM. cog.RM a UBRARY A3 EXIT COMPONENTS FOR I // SCHEDULE SEE DOOR 2226 r , 5a=-- C 194-0 7,7a0s, TOTAL OCC LOAD=80 I/ ;e 455 4\t REVISIONS DATE SEE UPPER LEVEL EGRESS PLAN - I COMP REQD PRVD SHEET G2.16 ` al-I .-BRM 2 4 o , I DOOR 32" 72" j ,00 �� - ROOM NAME 8SF CEASSROOIUh- N 1 STAIRS 44" N/A I 1 D100.--------------- 100� J_ ROOM NUMBER - USE CLASSIFICATION NA 2 " EsI / OCCUPANT LOAD FACTOR (PER OSSC, I 20•-- TABLE 1004.1.1) l 1,900 SF•--� 201-0" 60.-_-__ ROOM AREA -- NUMBER OF OCCUPANTSit � � I199'-0" �_ EGRESS PATH LENGTH I�'1 202' TRAVEL 1�.. DIST. TO EXIT MM■ EGRESS PATH EGRESS PATHWAY ] FROM COURYARR it — TO EXTERIOR OF EXIT SIGN TIGARD TUALATIN SCHOOL DISTRICT BUILDING, UNDER PEDESTRIANV EXIT COMPONENTS FOR WALKWAY TOTAL OCC LOAD=20 • OCCUPANT COUNT TI ARD H I H I COMP REQD PRVD 11 I DOOR 32" • __-- WIDTHS SCHOOL STAIRS 36" •--`" - _ MODERNIZATION SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE ''' BARRIERS 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 USE CLASSIFICATION (OSSC CHAPTER 3) E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 Jurisdiction Stamp Area A-1* ASSEMBLY; THEATER A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY A-4* ASSEMBLY; GYMNASIUM B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS EXITING/EGRESS & N TRUE NOT CONSIDERED A SEPARATE OCCUPANCY. NORTH W FIRE RATING PLAN EGRESS MAIN LEVEL PLAN 0 16 ' 32 ' 64 ' MEANS OF EGRESS (CHAPTER 101 " " — IIT.. 1) CO — MAIN LEVEL 6 1132 = 1 0 — MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) L:ri MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) I— oDMAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) 0 N co ,_ -,-) fr G2 , 14 i_u 0_ s bassett, architects EXIT COMPONENTS FOR TOTAL OCC LOAD=270 COMPREAD PRVD 1 721 NW 9TH Ave, Suite 350 DOOR I 40" 72" 1 Portland, Oregon 97209 STAIRS 54" 78" 1 T (206) 340 9500 F (206) 340 9519 EXTERIOR EXIT 4 . STAIRCASE I N \��\ � EXIT COMPONENTS FOR CIVIL ENGINEER & LANDSCAPE Cardno •'.� . ` TOTAL OCC LOAD=158 ' ii f CLASSROOM o 6720 SW Macadam Ave Suite 200,I COMP READ PRVD Portland, OR 97219 882 SF T{503}-419-2500 a. 45 I DOOR 32" 36" CLASSROOM - I STAIRS 44" N/A FLEX I MTG •• 4 y•..• 20 B •••••- Sa •••. 883 SF 100STRUCTURAL ENGINEER 3255E ••y'%-.ip • if 1500ngSue 412 CLASSROOMCLASSROOM /� E Portland, OR 97232 / T zo T(503)-467980 891 SF •.••...•.;O 44 45 NI CLASSROOM •.,..•/ 4.••w PLUMBING ENGINEER MECHANICAL ELECTRICAL & E0 ........ •..•..� .....• % 860 SF 4' mob/ M .••• . '.. CLASSROOM 44 .• E LASSROOM Glumac CLASSROOM •'•;w,, 879 F 883 SF �„ EXIT COMPONENTS FOR 900 SW Fifth Ave., Suite 1600 a. ♦- -•• �• 45 TOTAL OCC LOAD=270 Portland, OR 97204 7.8`.5"; 4' '-• 45 • ' ♦,_ - CLASSROOM COMP READ PRVD T - - - -I — — � - .•` E T(503)-227-5280 '•..... 20 DOOR 40" - FOOD SERVICE CONSULTANT L — — \` 6::%.* X45 5 F + STAIRS 54" 104" Webb Foodservice Design ��••�o. CLASSROOM 3700 SE Lafayette Ct. Portland, OR 97202 o. ��\ UPPER COMMONS rt.?.� 20 T{503}-236 8566 11 JrusT0+0. L ,� .� A2 !/. ,.y 880$F 428 5E ✓ 7-*/ i 442 SF � %O. . 2 CUST IAL 30 ` �n•••.'..� • ` tt�� l' ..4.4:7 ` 3 300 "3 SF C T To m:;,, •� \p. ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 L III CUSS Ric =I- �1%T• • \�� :/ 300 \�` 63 SF •,•• `•• \' 1 •'••• i Seattle,WA 98119 1 • T 206-378-0569 -f II �— II 1 = ' , /'>-------- COST CONSULTANT Construction Focus ' EXIT COMPONENTS FOR 740 Almaden St. 1 . NO w TOTAL OCC LOAD=180 --1 _ T 541-686-R031 Eugene, O 402 \-COMP READ PRVD - - , DOOR 32" - -- STAIRS 44" 60" C,... OE�91 • B _-_— __,.>---1 2/ con ' ASEA r E,WA • (EXIT AT GRADE 1Q LEVEL) • ' 240' TRAVEL DIST. TO EXIT �.� 0 /29 2 18 • I - ROOF ACCESS STAIR ,L_ . -SEE ROOF PLAN 4 . i IF 1 FOR PENTHOUSE = w CONFIGURATION —z. I_�i .I 1.117. 111111111.111111.1..PCLASSROOM FIRE WALLS & FIRE BARRIERS LEGEND CLASSROOM CLASSROOM CLASSROOM EXIT COMPONENTS FOR > E F TOTAL OCC LOAD=180 20 20 20 903 SF 901 SF 891 SF 46 46 45 COMP REQD PRVD 0 DOOR 32" - I CLASSROOM r n 229 ,I EXISTING 2-HOUR RATED AREA SEPARATION WALL 2 F 32"/ 76" 44 FEC-I _ STAIRS 44" 78" 874SF TEACHER WORK ROOM CORRIDOR CLASSROOM _.._i._ • . i- - HEALTH -7', B CORRIDOR E NEW 2-HOUR RATED FIRE WALL 11111111111 E-VOCATIONAL 100 1 0 20 50 STORAGE 320 SF 2.961 SF 887 SF 11111111111 ' ! 9109 F �STO000GE CLASSROOM 4 45 1 vi: ,565E E 0O0•0�0 NEW 1-HOUR RATED FIRE BARRIER 34 ag1 o K4/ L I I J _ e ► 1 ] ‘• 44 o`n'o w — NEW 1-HOUR RATED WALL Al)J •• TOILET CLASSROOM 229 CLASSROOM CLASSROOM • Q / E E E 4 9G�• • RESTR0001 913 SF 32"/ 76" 917 SF 9020 6 SF • F .• 2545E 46ion 46 46 NEW 2-HOUR RATED FIRE BARRIER f� •• I i TOILET �� • RESTROO • FEC-1 M AEROBICS • L 249 SF STAFF TOILET E-VOCATIONAL j ? �CUSTODIAL RESTROOMs CORRIDOR SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND 3.29°SF \ 418 CUSTODIAL 52 SF CORRIDOR 50NEW FIRE WALL & NEW FIRE BARRIER LOCATIONS 66 32"/ 76" sF 2,94 SF El , I '"��a�!� �" 4$ CODE ANALYSIS SYMBOL LEGEND _i— ELJ 11.EQ. 4 CUSTODIAL _ f DIST. TO EXIT J 434 �i LT. In SP CUSTODIA_ B 58 SF 50�►-- STORAGE 300 — 00 CLASSROOM CLASSROOM CLASSROOM CLASSROOM '�^ --- OCCUPANT COUNT 1 DIRECTION 1 STORAGE IIIIIIIIIII 7415E 55 SF 20 20 20 20 2'/�i' 11111111111 ri:r EXIT COMPONENTS FOR li. 962SF 861 SF 875 SF 949 SF PROVIDED DOOR WIDTH / STAIR WIDTH .-000.0: TOTAL OCC LOAD=180 48 44 44 48 •• _ s REQUIRED DOOR WIDTH 1 STAIR WIDTH ,I : a ".':.1141A111.- , ST4RA;E I COMP REQD PRVD sP r 7 `-"41a .' 1 • WRESTLING B I • E-VOCATIONAL .° FEC-1 'al , DOOR 32" (EXIT AT GRADE , 50I - 100 s° sF LEVEL) ; ' 90'TRp� 3,450. I STAIRS 44" 78" , -'--°1sr ray ,••� CUSTODIAL ; : IIIIUII•i — A REVISIONS DATE 11 - -XIT 300 `- �_ uu� � .� . • 19,SF ' 1 SDN I4ROOM NAME PAINTING DRAWING ROOM NUMBER N FEG2 f 143 1 E E .� CLASSROOIVN' I'Z t,220SF 962 SF .a• 1 1 --AL's' CHEMISTRY LAB CHEM.LAB ♦-- F 83 3149 •' E-VOCATIONAL50 E-VOCATIONAL50 D 10 USE CLASSIFICATION .�� • ,.3835E 1,3865E EM V . OCCUPANT LOAD FACTOR (PER OSSC, .------\ N , - ...... ,,,.L,,,,,,r,,,,,„ „,,,,,,,,,ri .JL''� FLEX' 28 28 20 TABLE 1004.1 1 1,900 SF.--.__ 1 \ 1 C oai-ii )0-I� �.... 1 o -w= 60.__________ ----_ ROOM AREA CCMQUTERSCIENc. r.2.0, li�l 210' TRAVEL DIST. TO EXIT --- ---- NUMBER OF OCCUPANTS CLASSROOM CLASSROOMEAll;l E E 941SF /I 111 a (EXIT AT GRADE LEVEL) 913 SF 87 20F 48 ill. , J I �- EGRESS PATH LENGTH 4sIIIYIIIII 202' TRAVEL II 1 — -- '— -- FOREIGN LANGUAGES DIST. TO EXIT�.- I j, 1 •- I SCIENCE LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB SPECIAL ED. E EGRESS PATH E-VOCATIONAL E-VOCATIONAL E 20 I^ 50 E-VOCATIONAL 8-VOCATIONAL 50 20 903 SF 1.295 SF 50 50 1.223 SF 838 SF 48 O J W 26 W I — 1,3035E 1.225SF �� — 25 — 42 _ ] W 4►. EXIT SIGN i_ •_ , FOREIGN LANGUAGES LU PREP PREP E TIGARD TUALATIN SCHOOL DISTRICT 20 I- - E-VOCATIONAL E-VOCATIONAL 892 SF I , 50 50 45 EXIT COMPONENTS FOR © ¢ 230 SF 2355E TOTAL OCC LOAD=20 s OCCUPANT COUNT W COMP REQD PRVD TIG4RD HIGH FOREIGN LANGUAGES DOOR 32" t WIDTHS H O^ I— I_ 884 SF STAIRS 36" tr— V SCL 45 o X MODERNIZATION Cs1 W FOREIGN LANGUAGES E a 20sF SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW 45 AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE 1 !mil 1 BARRIERS - lfTlllllllll 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 USE CLASSIFICATION (OSSC CHAPTER 3) Jurisdiction Stamp Area E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 A-1* ASSEMBLY; THEATER A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY A-4* ASSEMBLY; GYMNASIUM B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS EXITING/EGRESS & NOT CONSIDERED A SEPARATE OCCUPANCY. E— FIRE RATING PLAN co LU N NORTH TRUE MEANS OF EGRESS (CHAPTER 14) Cf) — UPPER LEVEL r COMPOSITE UPPER LEVEL FLOOR PLAN (14'—O") 0 16 ' 32 ' 64 ' „ MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) 1— Co ��J 1132" - 1'-O" '. MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) 2 N co CC G2 . 15 w 0_ Tigard High School Land Use Summary Iia1s1s'cittiParcel ID 2S114AA00100 1 Minimum Lot Dimensions Location Tigard, OR Width 50 feet architects Jurisdiction City of Tigard Depth None Area 43.2 Acres (approximate) Frontage 50 feet Comprehensive Plan Designation Public Institution (PI) Minimum Setbacks 721 NW 9TH Ave, Suite 350 Current Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet Portland Oregon 97209 T (206) 340 9500 F (206) 340 9519 Use Category School, Conditional Use Side Yard 20 feet Minimum Lot Size 7,500 SF Rear Yard 15 feet Maximum Lot Size None Parking/Circulation Area Setbacks 10 feet CIVIL ENGINEER & LANDSCAPE Maximum Lot Coverage None Maximum Building Height 30 feet Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 I DURHAM ROAD - BUILDINGS LEGEND /` MECHANICAL ELECTRICAL & 90.03°' .. ,_-- PLUMBING ENGINEER ( __. � o o - — EXISTING BUILDING Glumac -- 900 SW Fifth Ave., Suite 1600 1 ,I T7 - _ - - - - - - -- - --_•_.- _-- _ - _._• _ - _... NEW BUILDING - - ------- — - --- --- - --- - --------------------------- ------ ----------- - — — — — — -- -- — — — — ------�... ..,��._ --- , -- - --- -------- - ----------------- --- rr--------_ Portland,(503)- 7-R 97204 — i T(503)-227-5280 P I l✓ r I ACCESSIBLE EGRESS "" - FOOD SERVICE CONSULTANT � /� // / / / / i ////� / ,r Webb Foodservice Design / 3700 SE Lafayette Ct. • - • ACCESSIBLE ROUTE r gift 2 Portland, OR 9720 -,. _ --- -— (503)-236-8566 • NEW BUS DROP-OFF / .11.111‘ REFER CIVIL AND LANDSCAPING PLANS FOR: The Greenbusch Group r . ••..� �. D 1900 W. Nickerson St., Suite 201 . . -_ -.-.moi r-�r�^f ,r.�rl's • GRADING PLANS Seattle,WA 98119 ... - _ \ � PLANTING PLAN T 206-378-0569 A Trrrrr1-1 - — —_ _ r ` COVERAGE CALCULATIONS CONSTRUCTION �'— — - - ' .••Or� \ a I PARKING FOR CARS AND BICYCLES �°; I I - -- �5 j- . M � • I STAGING AREA — ' STORM WATER DRAINAGE COST CONSULTANT — — _i + ` PEDESTRIAN CIRCULATION Construction Focus i • I o '• I LAND USE FILES: 740 Almaden St. Eugene, OR 97402 •\ • PDR 2017-00003 T 541-686-2031 L — - .. — �� • CUP 2017-00006 'u� — — ,- ---e- •a ADJ 2017 00020 ••• '� ADJ 2018-00003 '� `J - — - EXISTING EAST PARKING ADJ 2018-00004 F I_ 1 - -/--- - � • • AREA i ,c,,,YjDAt - -2 • • LORNE NRCONAC '[. p, I \; — ��'-el' \ \ 47., �� - :1,44 � • EXISTING�...,_ •• PERFORM ► ' "TS eose . 91 • EXTENT OF PHASE 1 DEMOLITION �� - /' • • ••� • ' ? AND CONSTRUCTION IIAL •,� ASEA E,WA ,� •, .� o 7. • • /� • • 1 Wilk • �, • • • Vik - EXISTING CLASSROOM •• 1, TEMPORARY CONSTRUCTION EXISTING ...... .Willi" BUILDING FENCE • • \\ GYM • 4. •• • �r \ i . Ni . \ II11 • _ :Xi. ft oos EXISTING SCHOOL LOADING DOCK \ Aa. .---:"---"*. ' EXISTING \•� \ AUXILIARY \ •. GYM \ +e`. .i . •• .11111111 / •` `. ! �� . 4 • > wr vi6 �• �• 4 ) EXISTING \ \.-_ . �� •.• - . / MEMORIAL STAIRS �. TO REMAIN - EXTENT OF PHASE 1 ,� \ , .. ee ---- %, i DEMOLITION AND \ �. i i . — D ,..... . . .. . . .. . . .. . . _ ,,.,,,,,, ,, -\\ CONSTRUCTION � • , J �h # REVISIONS DATE Z - el \\N X \ \ # if �,\ .,..e— „,-.-' _... ''' . _.''''' —` -..vo< \ > . 1 ,. D ‘\. _ . ! / • N — �� _ EXISTING • _: -!. EXISTING PORTABLE STRUCTURES i ot AUTO SHOP Ilik40.111 \\‘..-• . • (NO SCOPE) I I II� --'. 1. TIGARD TUALATIN SCHOOL DISTRICT \ , CO I \ �� -- - TIGARD HIGH � � 1. EXISTING `\\ \\ • , : S C H 00 L FOOTBALL FIELD TO \ . , , • // I \ • .. .., .. REMAIN �� a /" ,..., ..co. „._.... . _________________ ,,,, �,R� • 7 _�. MO D E RN I ZAT 101` .. �-Li E / / r I 9000 SW DURHAM RD. TIGARD, OR. 97224 A _ �� . JOB NO: 16992.00 a / I, �! 7 ISSUE DATE: June 19, 2018 f I 1 Jurisdiction Stamp Area \ . d PHASE I - SITE 0_ TRUE I- PLAN 0 NORTH 0 "'(NIN ZONING & CODE SITE PLAN PHASE I 0 20 ' 40 ' 80 ' C3 0 1" = 401-0" 2 AMMO gr 2 N co G3 . 10 w bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St Eugene, OR 97402 T 541-686-2031 _,,‹S'`ODN:,..,, C.7 LORNE!wrcC0NAC i ease 91 `'3 .64SEA E,WA - a AnDE_Q* 0 /218 CODE ANALYSIS SYMBOL LEGEND 5p- ~-------- OCCUPANT COUNT / DIRECTION 2'/3i' PROVIDED DOOR WIDTH I STAIR WIDTH REQUIRED DOOR WIDTH / STAIR WIDTH EXTENT OF PHASE 1 DEMOLITION SC IEDULED DEMOLITION AND CONSTRUCTION DURING SUMME , _ ROOM NAME CLASSROOM.---_ __ ROOM NUMBER - D i00• '- USE CLASSIFICATION OCCUPANT LOAD FACTOR (PER OSSC, 20•• - TABLE 1004.1.1) 1,900 S F•� DURING SUMMER 60 ROOM AREA NOBUILDING IS OCCUPANTS VACANT NUMBER OF OCCUPANTS A REVISIONS DATE 177 1 w ------ _ _— EGRESS PATH LENGTH 202'TRAVEL I J� T-pc SCIENCE BUILDING I I STORAGE STORAGE DIST. TO EXIT - EGRESS PATH u II �' EXIT SIGN r VA71> � _ L; ri_• _ __ _ _ - _1.11111111717 i-�- '1-' _. - 400V �� ?J' a TOOLS . I - CORR EXIT COMPONENTS FOR _ # TOTAL OCC LOAD=20 • OCCUPANT COUNT AUTO STORAGE , T00 � ' .-1 S L_-- —� �__FILi ' II 400S 400u �_ 4' 0„ ■ Iill!hlII I I COMP READ PRVD ,:,- LLEAR _R PHYSICS LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB -1y I _ WIDTHS OFFICE KITCHEN IDOOR 32" Is • ' 400N 400L � 334-E 330-E 322-E 318-E 8 O FOREIGN LANG I STAIRS 36" t- AUTO SHOP TLT (BUSINESS TECH) I r i -- cd 306-E 400M C62 E i co �r 'V FOREIGN LANG. SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW TIGARD TUALATIN SCHOOL DISTRICT ��4- �,� L 1 , _ OFFICE oFFlce • anon 304-E AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE '.,i..- 40oR CE2 -6.'-‘,1------ ' ELEC. TEMPORARY WALL BARRIERS TIGARD H CE2 CLASSROOM _ ____--• 400K /400Y -- BUILT TO SEPARATE FOREIGN LANG. S C H O L 4000 .-,.. CONSTRUCTION ZONE �� COMPUTER LAB ENGLISH MATH PRESCHOOL EARLY DAYCARE COMMUNITY 302 E 400P 616-E 612-E FROM EXISTING-TO-REMAIN PORTIONS OF BUILDING 702-E 700-E , - rE EV1ODERNIZATRJt' DURING SUMMER MATH MATH BUILDING IS VACANT 614-E 610-E — -+ � NO OCCUPANTS TIGARD-TUALATIN 9000 SW DURHAM RD. 1�; ► FAMILY TIGARD, OR. 97224 HILD DVLP.' RESOURCE LDf." CENTER JOB NO 16992.00 716.E USE CLASSIFICATION (OSSC CHAPTER 31 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 ISSUE DATE June 19, 2018 i, A-1* ASSEMBLY, THEATER Jurisdiction Stamp Area HILDDVLP TIGARD-TUALATIN A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION 4. 7°6 FAMILY A-3* ASSEMBLY; LIBRARY RESOURCE SCHOOL BASED SCHOOL BASED A-4* ASSEMBLY; GYMNASIUM HEALTH CENTER HEALTH CENTER 718-E B BUSINESS E72 E71 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS 40, S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES EGRESS - LOWER LEVEL PHASE 1 *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS 1/32" = 1'-0" NOT CONSIDERED A SEPARATE OCCUPANCY. PHASE I - EXITING / MEANS OF EGRESS (CHAPTER 10) I- EGRESS & FIRE LLQ 0 MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) co RATING PLAN - a MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) cc; MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) I— LOWER LEVEL 5 a co 1 w G3 . 13 0_ bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno �l ,-` 6720 SW Macadam Ave Suite 200, Portland, OR 97219 / -� -N/1,--- � T(503)-419-2500 -a_ � STRUCTURAL ENGINEER ,• Catena Engineers 1500 NE Irving St., Suite 412 y Portland, OR 97232 T(503)-467-4980 • 1 MECHANICAL ELECTRICAL & ` ,\ EXTENTS OF PHASE 1 DEMOLITION PLUMBING ENGINEER �>, AND CONSTRUCTION Glumac �� 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT I • _ Webb Foodservice Design 3700 SE Lafayette Ct. ' -/ Portland, OR 97202 ' T(503)-236-8566 CONSTRUCTION FENCE WITH / TEMPORARY ROOF 7 - I _� L- � � ACOUSTIC & AV CONSULTANT f • ' -- JF ' CONSTRUCTION FENCE WITH The Greenbusch Group 1 1111 s OKTEMPORARY ROOF 1900 W. Nickerson St., Suite 201 IC III Seattle,WA 98119 V UN I _ _ = T 206-378-0569 � _ , r / p - _ _ - COST CONSULTANT �._- s Construction Focus h it. ,:.. lil:' " I w -- - i '11-61. vie i - - P- C1.R0• �_ Almaden St. I _ ...__ =___.__ ;_ E I 0 8. OFF. Eugene, OR 97402 �. r-• A.- - ._ i `�� !L • O.�FFICE� D BAND 1102A T 541-686-2031 I Aq AFRI Eis.° ,�' '` � I .--- 3 . I i. ,E6 ST22 P• CT.R u•M 1 ,4 ,r -- - 116,-I CHOIR I - _ �_. _ r SERVI!Eg MUS. OR I Li • MAIN GYM �_ COr�[gleitt5 _ r BURS: 102 — i Dz r i - _-- I. � RO E STAR '•wLi 1J c,,<S-°1-Y".144 -4. ! ! - - —...__._. '� r F ORKS I R A D OFF.. Eli). ID2G US 4 _�_ � r 1 I T� 7 ST32 108A pa I I -HEALTF! -.I I = -, •,__-.. ---_ ! - ==-.:1-45-7.._ I: HEALTH ACT _"F: ' I .. r SIC COMM L I� LORNE MCCO�IAC Ff-ICE - STORE- _ - -- �� S- My' M ease 9l _ ! ! 9 •EPIC:10 ST21 7:11-A . r $27- - .. I TO -. a r ! T s: ._ LIBRARY 17"3 5 18 .. GIRLS_ € c -.�`� f � - - , �- -� I 106 GUITAR �r��1 = I. r !II w PAS •!" R?CEPTIONE` 1.' . ! _ _ a r ,�1 STING CEN R 19 UMA r 100 SEA E,WA ENSEMBLE RO !ppl ' .. 19 9 •RMEI� SPEC.ED.CR • r.,�c,� GIRLS TE Ir, I•• 1' ST!,iz- 514- -- . OFFICE ASST. ,.'- SPEC.ED.CR 120 104 ° _ � �' JASON PRINCIPAL AL 17 13 CONF. 1 122 J � 5 Atm "" MAIL 5 1z - ` �` h. ____F-- � a /2 18 T T I 20 a s©1 '�,.- I1 r -. CORR � . CORRIDOR ° � l ,. E g '.. L C,E 1b OH6 r!. 5-26 11-so I_ ! __ Atha' IEEE•= _L ,�_.. �� f• ,� -='= , tr '� - - e Ell I':':'rs B• STEAM _ = 14 U .JL I. I e , F !4= VARSITY CHEER C WKRM -` _ 1 ER R••M ROOM OFF d BUSINESS LAB GIRLS PE 4_ -J,SK h-`' OR. .# STOR. WOME 400A SOCIAL STUDIES _ 508 = ,,! :. I �`-'!604A 604 MEN JSTOR. 404 • 220 MATH .--7-• ENGLISH _ ;MI - 416 I 414 I 1 f 40 J c 406 DAT 218 - 216 ENGLISH o F 214 ._ .. .. I JAN WKRM 41e-- , , OFFICE _ � � 4A4D • 1 400C_ BOILER BOILER CAD t COMP,SCI. BUSINESS OFFIC e, OUNSEL, G H r' .a_ 1 1 !- - 4A4E 418 LAB CLASSROOM 4 r r._ ENGLISH SOCIAL STUDIES 222 422 408 402 'OFFICE _ I COMMON AREA ENGLISH 400E 200C • OFFICE,' L. ° 212 400 ENGLISH j CONE. r .-1° 224 �� VIDEO OF OBE 400G sH. ,FFIC Io �� 11'..11 JOURNALISM' PRODCTION COMP.GRAPHIC S 1 UR �_ CODE ANALYSIS SYMBOL LEGEND It CHE' Illll fllIL �i 424- . . 426 440 BUS LAE 1 I WMN MENVORKRO ISM SOCIAL STUDIES. ENGLISH ACCOUNT N ENGLISH 200 210 L440A AREER CENTER ° 238 236 228 228 �JO�_ --- 446 I OCCUPANT COUNT 1 DIRECTION MAINTENANCE I STUDIO 44R6A1, 1_ F I_.r . . STP. 1` _f:'`,� 2�,/3c 450 PROVIDED H 1 IR WIDTH CO OH3DOR - cvRR MDF `= CO RIDOR — REQUIRED DOOR WIDTH 1 STAIR WIDTH I- !` I 4A4Sr,. ir. ... _ , i -r l Kim .11 HI -' MATH MATH MATH MATHL : 7 . • TEXTSTOR. ►� ZOfi *ILE`KIT `EN 436 438 442 444 324 -•- WORK R v 2420 - TIGERNET TECH COMPUTER LAB 232 I SHWR _, LIFE SKILLS ROBOTICS 448 202B I- . 202 432 f l _ . COMPUTER LAB CIRCULATION E O.T — ROOM NAME 202 CL ENGLISH 200A A ADS00 OM'" ROOM NUMBER i d 244 as E. USE CLASSIFICATION �`aili Illli i i n i ai'�� r .—.� --- -' I ,, M tl �- EFFACE _ OCCUPANT LOAD FACTOR (PER OSSC, 20 TABLE 1044.1.1) IF—. CONF.RM. CONF.R M I 1 900 S F E I 2468 -___ Li-246A • °_ LIBRARY , a.._ 200E � ( � OFFCE WORK RM � - I 60.-_.._ - — ROOM AREA 246C 246 — NUMBER OF OCCUPANTS / " IREVISIONS DATE • m :•FFICE I . ° ° e o u k f 246D EGRESS PATH LENGTH ELEC �I_x__1 202' TRAVEL __ O2FIG 40----STAIR DIST. TO EXIT EGRESS PATH �I 1 1 - I - OFFICE. UI ( _ f � � 4' EXIT SIGN ELEVATOR `,MECH. r -_,...--•.--.-- .,_ _..- -__---.-.-. piif 248B 248A 1 EXIT COMPONENTS FOR lI;IIIIII TOTAL OCC LOAD=20 •• OCCUPANT COUNT a STORAGE _ IN1111111 1 248C SEE UPPER FLOOR COMP REQD PRVD DOOR 32° ,. _ — WIDTHS t s 1 — STAIRS 36" .— I i _ ,_ E r4 — —_i TIGARD TUALATIN SCHOOL DISTRICT SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW E TEMPORARY AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE TIGARD HIGH EXTENTS OF PHASE 1 DEMOLITION CONSTRUCTION FENCE BARRIERS AND CONSTRUCTION SCHOOL . .,) . . . MODERNIZATION I1,,,ulII! — milli, USE CLASSIFICATION (OSSC CHAPTER 31 9000 SW DURHAM RD. E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 TIGARD, OR. 97224 A-1* ASSEMBLY; THEATER JOB NO: 16992.00 A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY ISSUE DATE: June 19, 2018 A-4* ASSEMBLY; GYMNASIUM Jurisdiction Stamp Area B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY. MEANS OF EGRESS (CHAPTER 10) MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) PHASE I — EXITING 1 MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) 1--- EGRESS & FIRE 2 MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) NILI RATING PLAN — Lri ~ MAIN LEVEL coE, — EGRESS MAIN LEVEL PLAN — PHASE 1 2 °NO1132" = 1'-0" G3 . '1 4, w 0_ bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 r _ \ �` -, CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, /. P Portland, OR 97219 / \ T(503)-419-2500 _ �� STRUCTURAL ENGINEER - -� Catena Engineers _ — - - \ � 1500 NE Irving St, Suite 412 Portland, OR 97232 — _,,.N.. AREA OF PHASE 1 DEMOLITION (503)-467-4980 — AND CONSTRUCTION MECHANICAL ELECTRICAL & µ - PLUMBING ENGINEER . Glumac ` 900 SW Fifth Ave., Suite 1600 \ _ _ — — ` Portland, OR 97204 �— `. -. T(503)-227-5280 F — \ '. FOOD SERVICE CONSULTANT - = Webb Foodservice Design •I — - , 3700 SE Lafayette Ct. `) I — Portland, OR 97202 I - — --IT(503)-236-8566 / ACOUSTIC & AV CONSULTANT p , ll _=_r . _ - The Greenbusch Group 1900 W Nickerson St., Suite 201 Seattle,WA 98119 _ - T 206-378-0569 / - - - / - - . - o 0 0 / -- COST CONSULTANT C 7 ---t ,t - / C Construction Focus r - - - _ - 740 Almaden St. I i i- i_ - '1 Eugene, OR 97402 ---- j —I L T 541-686-2031 I -A . I I _— I _ l—� ', FDAk r ..._.t -- - 1_ C7 LORNE McCONAC IE --o ease 91 I - • f __, • ] S)EA E,WA 0 12 18 I----- i . - -- - - Ii I I - I L_ CODE ANALYSIS SYMBOL LEGEND ' S0 �- OCCUPANT COUNT 1 DIRECTION 12X3, PROVIDED DOOR WIDTH 1 STAIR WIDTH REQUIRED DOOR WIDTH I STAIR WIDTH - . I - — 1 ---- 1 1 ROOM NAME I — _ _ - — CLASSROOIVP _ ROOM NUMBER _ r D100' USE CLASSIFICATION I _ 2 t- OCCUPANT LOAD FACTOR (PER OSSC, /iNt REVISIONS DATE L- H _. . . • TABLE 1004.1.1 _ - . _ 1,900 SFS _. I CHEM.LAB CHEM.LAB 600----.---. -- ROOM AREA I _ — — — 323 319 -- NUMBER OF OCCUPANTS _ I . • I - _ T a M I - • CHEM21 TOR. 3=___ ��-j _ - r� 202' TRAVEL EGRESS PATH LENGTH L_,,,, r� (EXIT AT GRADE LEVEL) -DIST _ — _ _t(--7 -a. a. '' "1110- DIST. TO EXIT- EGRESS PATH c V _ I ii 230' TRAVEL DIST. TO EXIT — M I IL--�` lZ_. I _ -1 _ 'a PREP ��_PREP 111111111 ♦ EXIT SIGN — •.' 327 315 r• LANGUAGES —_ •• S,IENCE •B SCIENCE LAB SCIENCE LAB SCIENCE LAB SPECIAL ED. ! 307 EXIT COMPONENTS FOR — -,•' 329 325 317 — — 313 311 TOTAL OCC LOAD=20 OCCUPANT COUNT - I .—___- ______- �"---� , , . I_ • .._- I COMP READ PRVD - - LANGUAGES DOOR 32" g - WIDTHS TIGARD TUALATIN SCHOOL DISTRICT 305 rSTAIRS 36" •-- -. - • EXTENTS OF PHASE 1 DEMOLITION TIGARD HIGH AND CONSTRUCTION — TEMPORARY WALL LANGUAGES DURING 303 SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW SCHOOL CONSTRUCTION AREA SEPARATION WALLS FIRE WALLS, FIRE RATED WALLS AND FIRE ,, -, - _ _ LANGUAGE 1 BARRIERS MODERNIZATION 301 H _i 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 USE CLASSIFICATION (OSSC CHAPTER 3) ISSUE DATE: June 19, 2018 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 Jurisdiction Stamp Area A-1* ASSEMBLY; THEATER A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY A-4* ASSEMBLY; GYMNASIUM B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS PHASE I - EXITING l NOT CONSIDERED A SEPARATE OCCUPANCY. Q MEANS OF EGRESS (CHAPTER 10) W EGRESS & FIRE ci EGRESS UPPER LEVEL PLAN - PHASE 1 cn RATING PLAN - o MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 101$.4, EXCEPTION #2) (N! 1 .' 1132" = 1'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT o MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OOSSC TABLE SSC 1014 3)LE ) 2I-- - UPPER LEVEL o C cc cc, G3 . 15 i,---) CL '1 E r T i Tigard High School Land Use Summary bassett! 11 Parcel ID 2S114AA00100 Minimum Lot Dimensions architects Location Tigard, OR Width 50 feet Jurisdiction City of Tigard Depth None Area 43.2 Acres (approximate) Frontage 50 feet 721 NW 9TH Ave, Suite 350 l Comprehensive Plan Designation Public Institution (PI) Minimum Setbacks Portland, Oregon 97209 Current Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet T (206) 340 9500 F (206) 340 9519 Use Category School, Conditional Use Side Yard 20 feet '' Minimum Lot Size 7,500 SF Rear Yard 15 feet Maximum Lot Size None Parking/Circulation Area Setbacks 10 feet CIVIL ENGINEER & LANDSCAPE Maximum Lot Coverage None Maximum Building Height 30 feet Cardno 6720 SW Macadam Ave Suite 200, Portland. OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER II Catena Engineers DURHAM ROAD 1504NEOIrving 972, Suite 412 Portland, OR 9St., o' T(503)-467-4980 ,) 90.03 I AL & �3 II I _ - PLUMBING ENGINEER .'/ r---� EXISTING BUILDING Glumac ��'r --------------------------------------------------- r -----�.._..- __ ____________________________________2______,/_._ ___ 1 - --------------•^----------------- -- .7.----. ---- -- -- -- -- -- - - -- - — 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 G'' 0 // - \i NEW BUILDING l ` �- --- / / U T(503)-227-5280 v i' / / / / 4,�,','/ q/ ,/ % / -`�`''` _ i FOOD SERVICE CONSULTANT _ Webb Foodservice Design _�- ACCESSIBLE EGRESS •' 1 3700 SE Lafayette Ct. I • �i 1; Portland, OR 97202 s T(503)-236-8566 Ns DROP-OFFIII —' ACCESSIBLE ROUTE OW. gift BUS ACOUSTIC & AV CONSULTANT CONSTRUCTION . . _ _ . ! - . - 111111b& �'STAGING AREA TThe Greenbusch Group - J REFER CIVIL AND LANDSCAPING PLANS FOR: 1900 W Nickerson St., Suite 201 _ �,. 1 1 Seattle,WA 98119 I GRADING PLANS T 206-378-0569 1 .� PLANTING PLAN COVERAGE CALCULATIONS i 1 �� COST CONSULTANT a PARKING FOR CARS AND BICYCLES • �� STORM WATER DRAINAGE Construction :20cus �� PEDESTRIANCIRCULATION40AlmadenSt.ADMIN & CLASSROOMS / \ Eugene, R974 , - 1 _ ' Al," / �� LAND USE FILES: T 541 68 2031 �� EXISTING EAST PARKING PDR 2017 00003 401/ �.� CUP 2017-00006 !-"k �!' VP AREA ADJ 2017-00020 ADJ 2018 00003 Q ,, lkV COMMONS �� • � I ADJ 2018-00004 .44 AC * I KITCHEN LOR'Yenx �9iLOADING � �� `""AREA >\ � )1110;01.4 \ EXISTING L, • +/ `` ` PERFORMING A'TS SEA �,WA , / .. till..., „.,, BUILDING 111.4 Q /2 18 � _ t \ EXISTING CLASSROOM / EXIST! G - ��.� BUILDING • GYM I - �� ' \ L M 'i / A \.. YARf s . / �r W. — 4 ."�' \! ., \ ,1 — . //IIS — - u�a_� \`j L EXISTING SCHOOL LOADING DOCK //''I — \\ - \ , ', _ i Q EXISTING :..,�..� -- - — -, \ . Ado '1 AUXILIARY / /� _ — N. — :,r�1,--\ . , �� I GYM ,\�.. — — — .,.. „fr.� — / _ "\” ,,,,-----' - _ \ _ _ \ Alm \6. f _ __. _ \MWM 44 a / \\, • EXTENTS OF PHASE 2 �7 --\ - _ `CONSTRUCITON f AI IXII IA X(3YAl j i , \ ‘ — — — -- N ___ _ , \ _______________- - ,, . \ \___, ......_____ ,... \ \ i - - W . ( ___ . ‘ ��` \ O - f TECH. \ - - - SHOPS $1% Z i=- At REVISIONS DATE 111, F ' > — . ..-\\ . \�� I / < I . \ __.► - Allk CN I EXISTING • EXISTING PORTABLE STRUCTURES v \ ''' (114/----- ---- 0 '1 AUTO SHOP • �� (NO SCOPE) N,ION \ ° , . \ , \ �\ �� • ' -� I TIGARD TUALATIN SCHOOL DISTRICT Cf) I \ _ • Iw TIGARD H1GH EXISTING \ I s / FOOTBALL FIELD �' • , j ..„ ,,,, , SCHOOL 'N. ' ,,NG ', ‘.,, . ,.., FSR • : ; `� ,S�_„..„------ . ..: . MODERNIZATION • • " .. • • 1 IA - . • • 9000 SW DURHAM RD. ::' I . . • I TIGARD, OR. 97224 • / • • „ JOB NO: 16992.00 . ISSUE DATE: June 19, 2018 I I Jurisdiction Stamp Area Q . 1 TRUE NORTH PHASE II - SITE N ZONING & CODE SITE PLAN PHASE II - 0 20 ' 40 ' 80 ' �� I- PLAN 66 iS 0 1" = 401-0" VPCO N L_. M O co 2 N co Wct 4 . 10 a_ bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200. ' \ Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER / Catena Engineers 1500 NE Irving St., Suite 412 \ \ J (503)-467-4980 Po32 T MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland. OR 97202 / / T(503)-236-8566 ACOUSTIC & AV CONSULTANT — — — — — The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 T 206-378-0569 // /r ` 1 — COST CONSULTANT / 1 _ Construction Focus 740 Almaden St. _J — I Eugene, OR 97402 T 541-686-2031 i I .ASO°21 Al% I .2 LORNE ACONAC trl ease 91 ' .4.0 SEA r E,WA ZI P -_ _J 0 12 18 H i - _ _atm—=II i I- MIiMiii I_II' J -- k 1 r. 1 , 1 - ____.I TT Y t- ii1 r _ .- — �_e a- _t' _— . _r- _ . . _ 1 ,. U. GININIIIME; tiw. MIL I AREAOFPRASE2 CODE ANALYSIS SYMBOL LEGEND `�' 1 . ,,..'2w wDEMOLITION & r u ailCONSTRUCTION 1 —- i I I��— �ti"" .. •hI _LI_ 1 -- -.� 1 h 50 _ ---- -- OCCUPANT COUNT I DIRECTION �_i-= _ 2"/34 _� • PROVIDED DOOR WIDTH 1 STAIR WIDTH • * 1 IMMIC il -n14liariiiiiril REQUIRED DOOR WIDTH 1 STAIR WIDTH " ' un II �! ■■ nri�L' TEMPORARY WALL TO 'ROTECT :� !'•!"E �I � — ' 441M „ovaln BUILDING DURING PHASE 2 EXIT COMPONENTS FOR — NIP___ - DEMOLITION 8 CONSTRUCTION x.11 11111111"� r icerTEMPORARY WALL TOTAL OCC LOAD=181 a■ - -FD r`v \ • / U II ERM STORAGE — ROOM NAME A COMP READ PRVD ' -It„ot CLASSROOM,' I+i+fir++tFFFrrFFr#r_ TFF1frFFH+A� —— 36 ---- ROOM NUMBER REVISIONS DATE DOOR 32” 90" Fu — -_ — :•1 D100•- T T r ; _ —, - ___ __ - USE CLASSIFICATION STAIRS 44" N/A CERAMICS E. OCCUPANT LOAD FACTOR (PER OSSC, ELEC. E-VOCATIONAL 1$0TRAVEL ^ ^ - 1) 19DDSF•1JS3TD1AL6 r X STORAGE STORAGE 60*--- - ROOM AREA llr‘ BOILER 3 '�D01A �LA — ° - 0 2? 3? ------ NUMBER OF OCCUPANTS II 975 SF ' +1 a • I— nr-rab .. • . . . . : . . 2. �' E EGRESS PATH LENGTH 4.-:„.., CISE 1 " ° - w w CA 90 w s9osr �$ ❑ ❑ 1... ENGINEERING 6 __ . „‘222 119 45"% 114" 202' TRAVEL EXIT COMPONENTS FOR 10LITCLASSROOM o ° 92 SF �`� 34 ; 72 32 / 144 - DIST. TO EXIT_ TOTAL OCC LOAD=39 OFFICE 39 938 SF o C, ..14192 SF °`�l lj r L --J I I L!J L r�� IllBE EGRESS PATH l azi i_ COMP READ PRVD I 1 830 Fri . _— ------ 7A2 , I- _, ♦ EXIT SIGN r Al1TO5HOP AUTO CLASSROOM lCLEANROOM� O PHYSICS LAB SCIENCE LAB SGIENCE LAB SCIENCE LAB DOOR 32" 36" COMPRESSOR OOM (AG: 39 E-VOCATIONAL 334 330 322 318 FOREIGN LANG E VOCATIONAL E-VOCATIONAL 56 C7 f w_ i STAIRS 36" N/A 306 2,993SF 8750 8SF 3rrsF 306 EXIT COMPONENTS FOR 1835E I 60 ra EXIT COMPONENTS FOR 1$1� ' l I ��,. TOTAL OCC LOAD= 36"/ 90" — — D TOTAL OCC LOAD=20 • OCCUPANT COUNT COMP READ PRVD di. 181 COMP READ PRVD EXIT COMPONENTS FOR FOREIGN LANG. TIGARD TUALATIN SCHOOL DISTRICT - ( 36" 90 300 TOTAL OCC LOAD=180 304 DOOR 32" s WIDTHS El< 4 HEA q DOOR 32" 90" 60"� 9D" STAIRS 38" r. -- li STORAGE VY MAKER SPACE II- STAIRS 44" NIA v COMP READ PRVD I I TI ARD HIGH STORAGE E-vac50noNAL r J*LI J > DOOR 32" 90" LLE 1,01130sF 3 sF .•e. > FOREIGN LANG. a — W STAIRS 44" N/A 302 SCI-IOOL non • CLASSROOM CLASSROOM PRESCHOOL EARLY CHILD r4, SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW , rn n nr! I� `1 616 612 CHILD CARE CAME 0 702 700 ATN AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE MODERNIZATIOIN E BARRIERS EXIT COMPONENTS FOR20 - 883 SF TOTAL OCC LOAD=39 CLASSROOM CLASSROOM 7 45 COMP REQD PRVD 614 610 JI11411ll I DOOR 32" 36" (90 -1 11111 ill 9000 SW DURHAM RD, 45",% 114" TIGARD, OR. 97224 STAIRS 36" N/A CHILD CARE USE CLASSIFICATION (OSSC CHAPTER 3) 704 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 JOB NO: 16992.00 A-1* ASSEMBLY; THEATER ISSUE DATE: June 19. 2018 SCHOO.BASEFSTING- o ATM RENT A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION SCHOOL BASE) 7,3SF HEALTH CENTR A-3* ASSEMBLY; LIBRARY Jurisdiction Stamp Area 9 E71 CHILDCARE A-4* ASSEMBLY; GYMNASIUM 706 B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY. MEANS OF EGRESS (CHAPTER 10) PHASE II - EXITING 2 MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) I— I EGRESS & FIRE co MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) UJ LnEGRESS LOWER LEVEL PLAN PHASE 2 MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) u) RATING PLAN — NL" 1132" = 1 -0" LOWER LEVEL E. 2 N co ,_ C G4 . 13 iii0— bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 i CIVIL ENGINEER & LANDSCAPE Cardno *`• •�� CE2 Portland. OR 97219 • 2500 ' zo 6720 SW Macadam Ave Suite 200, 4 ,' 1,669 SF 41194 41 - MEETING CLASSROOM As, z \ OFFICE STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 199 SF • 9026 F \ B OFFICE 2 TEACHING K�VNEN E ••,.•••••.. N%.,...,./r 192 SF 100 zs9sF ,,. • CLASSROOM 192 SF Portland, OR 97232 zo T(503)-467-4980 13 •.,.� •, E . OFFICE •• .� ,` � 864SF B MECHANICAL ELECTRICAL & s �� •.q 44 BK RM! 100 �•.. OFFICE'• �'• . ,,; sF 15 ,q0 100 PLUMBING ENGINEER B y, •. ,� jrSF 190 SF PRINCIPAL 100 OFFIC ti...... •• ,>e1 ,i 2 B CONF Glumac 112 100 ' ••., /�i j 226SFB 900 SW Fifth Ave., Suite 1600 2 IDE • 306 SF Portland, OR 97204 116 SF . • / 3 CUSTODIA T• IAL .� 4 4 S CU'Oi_GUS300;DIAL • ��. •, sa SF • •. T(503)-227-5280 1 •44 1 F 179.1F `• n ••� ' OASST. • I� .' ,'•-AR 1,261 SF ,�C�o FOOD SERVICE CONSULTANT OFFICE \ ,f BOOK 13 Webb Foodservice Design KITCHEN •, '°, } Lafayette Portland, OR 97202 300 -IIS I : 1SLOVE •',*�, ' \�•' Cjiiit •� T(503)-236-8566 C KITCHEN • ioo\/ • KITCHEN 7 f5 •••• 278 SF 4� �� 3oa°oSF I ` ,I�,�`�� 3 ; kg ACOUSTIC & AV CONSULTANT 2 DRY^:. •GE FREEZER COOLER- -ST 77// RECEPTION!A .N /11111p \w♦ - - �_} KI i IIEN K]2 EN KI 2Cor - —271711 _I 100 h� , \`O Greenbusch Group _ _ The - - - 2 ;SF _ 20G SF 224 SF t I asziopic Row �` �. 1900 W. Nickerson St., Suite 201 1 2 5 B Seattle,WA 98119 T 206-378-0569 e - -••• • 2 %..... i 4 . a 06 378 0569 ' _ �� _ TEMPORARY --- - �.. ,• n1.1 OMNIOST CONSULTANT �.��'�••�� -- COMMONS STUDENT RECORDS - • Construction Focus CONSTRUCTION •, 1s sT AGF — 740 Almaden St. 1 PR.CT.ROOM 5 Eugene, OR 97402 FENCE ...... • 11,221 SF 00 I 1 COUNSELING ' it •�, 749 • 14 SF r10So` 118 \ 1111- L''' •• . 3745E OFFICE BAND 02A T 541-686-2031 •� LEX OFFICE E12 A 108 _ • .•F•' # B PRrCT.R OM ", t 'M�4IN GYM .•.•• r 122 SF pFFICE NURS`_ 11fi TORI 3E a 3• •• 2 B �y,�^ ,3,0409F�, •••• OFFICE 111124 I WAITING C63 - , __CHOW 102E J 2601Mb 100 2 U . r k -- 3135E E120 1 4 102 STOR 2 I OFFII'E ROOM •AND I 1 S RAG: lemm STORAGE OFFICE OFFIC 7FHCE �8 5T32 10 IU(�. 02C ��114 * �,i ■ 300 _,.. — _.. _— _JEL I B . �,. 112 ` 3 TEMPORARY WALL 100 10 [� C.../ LORNE NKONAG �I I ,129E I 1129 E121 OFF STORA, MUSIC COMMONS ease 91 • n �� — I OFFIpE / 106 ST21 EXTENTS OF PHASE _ { L B• 2 CONSTRUCTION " � —. i T� �� 12 sF - GUITAR100 l —.a _r ter. = �M_, z _ �rT !IPAIR IiL�'�:li!M E-_-_-TIONA-- ENSEMBLE OOi41 { �■is u;tiii•i►1 c CLASSROOM SPEC.ED.CR 104 • ASEA WA I. �� _ ] a.aaa.,� _ 122 120 7 All _ _ 41 • -: 0 i2 1 s ■ - - -. - CORRIDOR OUZTODIAL -- - 0H6 i ' 1 � C---r=.=rte.;»m 'i it _ a� _ rs'iar ---- ■�I i - n.,"' I iN'I, STUDEd�&� CLASSROOM MATH ENGLISF ENGLISH ---- " �_i•t - - l.' :: 220 218 216 214 r iMAL I I! 1 11,- {9 • I . :7 STORAGE .rnr.! i .. R Q lYU L1-am Im6mlaw a �� Al_ I : — simano = ENGLISH 1 1 '7 �i �.11, Q 222 I I -0 . 201'-0. _� O COMMON AREA �!. .. ee - - . fl '..�• a. 200C ENGLISH nun ILTJ 212 El Om =ma smmemeilm•Ime /. ..• ENGLISH • .,--i 7 - 7nE. - -err■. II . 224 L0_s \ / 1--.... _1--.... _ / : �1 ItHCHE EZ N _ ORKRO Al -l;"--i / • iii. ■ WMN MEN 228 ENGLISH SOCIAL STUD ES ENGLISF N / - I \ 238 236 226 208 210 N O --_-f �—. /- ` - -1 •■ �.^ 1 DILET 1.911.A I f -J „" '"'' - I CORRIDOR .�� imm �� _ = O CODE ANALYSIS SYMBOL LEGEND 1 ,a, / ewrr'wur■ MLEV AI:Y.ROM1 Iyr... 1COL ��...r,.. „■ r323B iOR,GE fill �� :e:nn■� E e40DJ �JO- �■ STORAGE OFFICE OfLN 'ww��l . i-'�. _ - = : 35 I �23d WORK RM 206 los202D OCCUPANT COUNT 1 DIRECTION II ;_ •• • -— 2"' 34 PROVIDED DOOR WIDTH / STAIR WIDTH �'� - = q ' TH232 SHWR - = - 4925 F _ 202B LIFE SKILLS TIMAUT 202 -- REQUIRED DOOR WIDTH 1 STAIR WIDTH iwpifium�� I k /11 "'!;;m I COMPUTER LAB CIRCULATION Ikiiru,n� P R I. - 242 200A III i ENGLISH r s._ - IlI . �- f/ ] 244 = r• L_ 1 IV / �— - I - -- ---_. '7_. CONF.RM. ONF. LIBRARY I 246B - 248A 200 1 / , OFFICE ROOM NAME # REVISIONS DATE 1 SEE UPPER LEVEL EGRESS PLAN- i 2460 CLASSROON11 — SHEET G2.10--—' I _ D100.--------;__ ROOM NUMBER I OFFICE ORK RM. I�. � 246D 246C USE CLASSIFICATION , '�r'�' Es OCCUPANT LOAD FACTOR (PER OSSC, I i OFFICE 20• TABLE 1004.1.1) M • • = 246E_. _ 1,900 .A. i 60' _ - ROOM AREA -- NUMBER OF OCCUPANTS I •- i.7-4 . L ...� . EGRESS PATH LENGTH il 202' TRAVEL , i- SEE LOWER LEVEL EGRESS PLAN DIST. TO EXIT-N..- EGRESS PATH 1.199'-0" SHEET G2.13 F . i Li-_—.P-1. . 7_2_1= EM I m EXIT SIGN S 4 _ EXIT COMPONENTS FOR TOTAL OCC LOAD=20 • OCCUPANT COUNT TIGARD TUALATIN SCHOOL DISTRICT de COMP READ PRVD II di DOOR 32" WIDTHS TI GARD H I G H k STAIRS 36" .----------- -_-- • . . .. _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ ._ ._ . . SCHOOL SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW ; MODERNIZATION AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE BARRIERS I9000 SW DURHAM RD. TIGARD, OR. 97224 USE CLASSIFICATION (OSSC CHAPTER 31 JOB NO: 16992.00 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 ISSUE DATE: June 19. 2018 A-1* ASSEMBLY; THEATER A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION Jurisdiction Stamp Area A-3* ASSEMBLY; LIBRARY A-4* ASSEMBLY; GYMNASIUM B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY. PHASE II - EXITING MEANS OF EGRESS (CHAPTER 10) 2 I— / EGRESS & FIRE EGRESS MAIN LEVEL PLAN PHASE 2 MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) W 0 - - - - - - MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) cn RATING PLAN - N 1132" = 1'-O MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) cri = MAIN LEVEL co E, 2 CNJ zo--- w co G4 . 14 o. bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 ��\ . , .* CIVIL ENGINEER & LANDSCAPE -. Cardno CLASSROOM 6720 SW Macadam Ave Suite 200: / Portland, OR 97219 T(503)-419-2500 � 50 8855E • 45 •�'\ a4 CLASSROOM ••.. rSp.",4,• :�3sF STRUCTURAL ENGINEER �� ers ... .................y • � •• 45 • • CLASSROOM 1500 NE Irving na Ste Suite 412 / CLASSROOM .....�. /n E Portland, OR 97232 • c� T(503)-467-4980 •" 67i3F 889 SF ...�:T a4 C',4- MECHANICAL ELECTRICAL & 45 CLASSROOM '•'��• '! 20 PLUMBING ENGINEER 8644 F '••... • • CLASSROOM LASSROOM ... •.. E Glumac CLASSROOM r. 7 •'`•� .H X45 F 43F 1\ •._r.r r r� •. ,' �y 900 SW Fifth Ave.. Suite 1600 898 SF , • � a5 ,•. •� ssRooM Portland, OR 97204 s �..•• E T 503 227 5280 h "•w S 5SF FOOD SERVICE CONSULTANT ;., •• •b 45 Webb Foodservice Design ='` r' "�•y� LASSROOM M 7.,p�• •. 880 SF / n us3To+a'�LT W fj•�;•M•. 4$20 3700 SE Lafayette 2 Portland, OR 97202 2 azo S ., -�MONs �4 •.. ;` T(503)-236-8566 2 CUSII L.3 �30 49, �j A5 F 4/s••��.: ,� ACOUSTIC &AV CONSULTANT I • - cus300 1 -., a. - '�/T` " ' � ice' The Greenbusch Group 63SF %• +� 4`•" � 1900 W Nickerson St., Suite 201 — ' 1` ` . • �� Seattle,WA 98119 • �� - ••^.t T 206-378-0569 11 II �,.. ¢ / COST CONSULTANT C. \ Construction Focus 740 Almaden St. C _ Eugene, OR 97402 C j T 541-686-2031 C ' r ——1 _ / TEMPORARY WALL 11•1. —, , / ..1 OY)1jJ141c0- I / AREA OF PHASE 2 CLOR^1E McCfltiAC 1 / _ DEMOLITION & I 1i CONSTRUCTION ease 91 & / L , ASEA-- I_ - E,WA Cs � . _ _ ? I • _ =11111� . _ -- _ Ale) L.w - - 3 �-, - _ _�_ — I CLASSROOM r- — 221 CLASSROOM CLASSROO CLASSROO A _ — �— - • 219 217 215 i=— i j I I– ir-, i – — a �, of,i , -sr if \ #i-,N 1. •rr, r,!! - �,� 229 ll J CLASSROOM ��/ �� • -L I , l�i �1 ...L� - —`— I 223 TEACHER WQRh`�2 is I �_ 1'M1 „ _. T� I ROOM CORRIDOR CLA55R00 - _ ----- �ali-— _ L� �� Illillll _ .' _ _ 339 15 213 - — A. — _.I CLASSROOM r - _ - I.- ri 225 L .7 r J '"""'••- - 17 I l'/ I o ii- .p _ _ - �I1 — ini / CLASSROOM 229 11 CLASSROO CLASSROO r - - _. •J 327 76 � - _ - _ -- - — i TDI lot . ' ..D, T-- • - -- - - ._ _--- J____ „ rr— --- r ---___STAFF TOIL T CORRIDOR L I — \\ 418 '� CUSTODIAL 16 349 _ --Iiii& CODE ANALYSIS SYMBOL LEGEND F-- r �_ — = 32 /{78 � I jIIIIII I I�4`R $�L�.� I_ 1m ELEV.ECL- �, `j I — _ — _ I�\ aP 348 2�� ----- OCCUPANT COUNT 1 DIRECTION - �`~ 34 �'— _� r... v 3 3 s PROVIDED DOOR WIDTH 1 STAIR WIDTH Ne, CLASSROOM CLASSROO CLASSROO CLASSROOM L _ � I IIIIIIIIIIIt v 207 205 203 201 —TEMPORARY REQUIRED DOOR WIDTH / STAIR WIDTH L � --CONSTRUCTION FENC • i.:•l-a:n..�. ' SP �y;Milr 7344 I _ I� 1111111 - li i. I �� ROOM NAME DATE I REVISIONS COMP SA o CLASSROOMS ROOM NUMBER -vOCATioNALGRARI �'` y ul • q F7EnMG L DRAWING I I I. D100� • USE CLASSIFICATION �•1,395SF z424°SF 965 a F . W Es OCCUPANT LOAD FACTOR (PER OSSC, .6* 26 63 31 20. 11 "•."• . X CHEMISTRY LAB CHEM,LAB TABLE 1004.1.1) •�' JOURNALISM 1 VIDEO PRODUCTION L.�J� ' 323 45 1,900 S F . STUDIO E-vocnnoNAL "' �� 60*----_________. ROOM AREA E 4u9��,. 7 v� 1 p 020 I—I I .— rNUMBER OF OCCUPANTS COMPUTER SCIENC —I CLASSROOM CLASSROOM �•t, 2a • S.111 , - EGRESS PATH LENGTH 913 SF 878 SF ,'••48 F I 1— LC1lJ I , 2E0 n 20202 TRAVEL 46 44 •'• 11111111/1 DIST. TO EXIT g t FOREIGN EGRESS PATH " r . I I—_-1 I L_,11 LANGUAGES SCIENCE LAB SCIENCE LA SPECIAL ED p1- SCIENCE LAB SCIENCE LAB 307 p/ 329 325 317 313 311 ♦ EXIT SIGN T \. 2 [nRmC:u L.--_-- — LANGUAGES EXIT COMPONENTS FOR [ PREP PREP54 rvf«wn 305 TOTAL OCC LOAD=20 • OCCUPANT COUNT TIGARD TUALATIN SCHOOL DISTRICT 49 COMP READ PRVD OMB 32° .. WIDTHS 1 TIGARD HIGH LANGUAGES I STAIRS 36" 1� 303 SCHOOL _. _ "�. MODERNIZATION -I �i LANGUAGES SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW 301 AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE BARRIERS 9000 SW DURHAM RD. TIGARD, OR. 97224 USE CLASSIFICATION (OSSC CHAPTER 31. JOB NO: 16992.00 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 ISSUE DATE: June 19, 2018 A-1* ASSEMBLY; THEATER Jurisdiction Stamp Area A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY A-4* ASSEMBLY; GYMNASIUM B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS EGRESS UPPER LEVEL PLAN — PHASE 2 NOT CONSIDERED A SEPARATE OCCUPANCY. PHASE II — EXITING 'Cli) 1/32" = 1'-0" MEANS OF EGRESS (CHAPTER 10) I— / EGRESS & FIRE Q MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) w rMAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) u") RATING PLAN — criMAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) UPPER LEVEL co0 w co G4 . 15 0_ TOPOGRAPHIC SURVEY <) 0 TIGARD HIGH SCHOOL CAMPUSII N w LOCATED IN SECTION 11 , TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, z o 14.1 00 CITY OF TIGARD,WASHINGTON COUNTY, OREGONC, CN DATE OF FIELD WORK: JUNE 15, 2017 = I- a, SCALE: 1"=40' 0 c0 c till/ 2 g ,_ • ;N Y II 40 20 0 40 j Li- o cn 25' 25' : Q . . r n 0 Q ``', E e,, § -± g l co n u) '---) ; __ ----20/--________________ 201 G G \ �, G G G \ G G G G G G r� G G� I G lg .c N LJLI . �� URHA%1 ROAD �, 98 S• 9�- 0_ c'' ra 1 - - - r 200.5y _ - 199 53 - - .�/- moi sem!! - {� , _45 �- - - - J .194_45 > - - � - - n I /2�ill _ -198J /195 / .` /192 8 _ _ / _ / / 201`00.89 II - � • , < : r - - - -_. = _i, . - }.- - _ ---rim _ .______- t ttrr�t • I C9 �k _. . S'� © SD �- C9 -4"� - � . Sf3 �r �' SD . '.. ' . - . - •. , 200 � }' - .:. - �. -- - -_. _- -_ - ,/ - • �• • ... / r� • • .! _]F. • Y' Jam' f.-.. ..., . � . 7' •• ..... ::' //ice .'•. 77' tr tt I.I, - W Yr �t • tt 1(l � •H tt • •4 I _ �� x.51 - - - - _� - - - -- -- _ _< �p .s I V�iW '\ -195 / 0 _-� - 99.A.2 1� _ 1� 199 MINIM -�r�� 1111111 197 �� f '� S '� �a. tss �19a0IP LEGEND: g g / L - EXISTING BOUNDARY LINE '. D 1 J m ¢a m �, ,. +, EXISTING CENTERLINE I� +�. _ N / . \ '�� / N ti: • • , EXISTING RIGHT OF WAY LINE 1 'y \''' 1� 1g'L . -} . X ;==: OTED !:• SD - LINE - - . .f. \ I ,' I � :: :' .' SS SANITARY SEWER LINE lit ... . ..'\ , W - UNDERGROUND WATER LINE Hia - 195 194 , .-. I F��5 G E - UNDERGROUND ELECTRICAL LINE 195 11 F- [ 0U T - UNDERGROUND TELEPHONE LINE r , 4' m m \ �`\C.:4_176 Vi. 1 �' • ,: BDC S E Fd UNDERGROUND FIBER OPTIC LINEV • j 4 1--t-ti 1G 201.56 ! 98. 1 a CTV UNDERGRpUND GABLE TV LINE f�/94._ ,,,, � •1 . . . .2, ' �' / +�' •, .:• ... - �\\. G UNDERGROUND NATURAL GAS LINE 11115. ( ) INDICATES DATA FROM AS BUILT INFORMATION 0 1. l • , . : ilMp .' BDC S NE u/) j 4I \.. • / g3 J. : Y OHW - OVERHEAD WIRE 200.47 , l fc S E ` • ' ,iiiiiiiiiii/i�iiiiiiiii BUILDING FACE G' ! •y`' 193.90 BDH S W VV BUILDING OVERHANG LINE O 10 4.,.:.::.....:.". • \ 205.49 1 J II BDC S W ., - EXISTING ASPHALT SURFACE O • 93.75 �- I ir . 0 s' a ›- CI) 0 a EXISTING CONCRETE SURFACE j � j�''��. ': .-':• . SURVEY DESCRIPTION CODES lllI :.. TENNIS COURT :■• 3' 193 --:`� SDH S W W (1) _ EL- 196.0'+! 18 205.07 BDC BUILDING CORNER r 1 �,' • BOF BUILDING FACE - EXISTING GRAVEL SURFACE t.J . •1I C N , BDH BUILDING OVERHANG EC N BDO# BUILDING OPENING&WIDTH(IN FEET) . B•t E ``. 193 96 DEC DECK(VOID ELEVATIONS) O FOUND MONUMENT f 193 =3.76 EC EDGE OF CONCRETE GV ti BDH W END _ EW EDGE OF WALKWAY DQ - GAS VALVE I 204.64 1 Cr) GB _ . GRADE BREAK N D 0 Z C BDH S END • E ® GAS METER BD06' 193.70 Z EXISTING 193.93 204.05 N NORTH GAS WARNING SIGN V 0 96 ' �_ X ,I • •• BDC S E BUILDING BDC N E S SOUTH _ I - ,;: • �A 202.65 199.88 BDO 6' E EAST S SANITARY SEWER MANHOLE J t/r�_'• ',� .• 193.96 W WEST OSSC \./ SANITARY SEWER CLEANOUT 1•10 ; I 4 BDO 6' NE or N E NORTHEAST o W Bp0 4. 193.96 NW or N W NORTHWEST oD - STORM DRAIN MANHOLE CD Dct • / � 193.95 SE or S E SOUTHEAST ■1i x 3 �' .93 SW or 5 W SOUTHWEST ® CATCH BASIN CK Ct 1 0 iiii _ 19 w J j� 6. ® CATCH BASIN-TRAPPED TYPE neCi _ ! v� 169D3°.95 ® AREA DRAIN 0 30' TENNIS COURT q - pi BDO 6. EXISTING L r �'� EL=194.1'+/- _ _. - ■ - ROOF DRAINct I'.• r-, •• d • , �■■ 193.97 BUILDING CD < • ••'+� • •_ -6- - FIRE HYDRANT 0- 0 PI i///)iiiiii//iii/ii///1,/,iiiiiii/ - BDO 3. - FIRE DEPARTMENT CONNECTION .:.-: BDO 7, +- 194.87 •- 193.97 O Y Q 1 ' ' x J BDC S E g ...r ; n UNDERGROUND WATER VAULTI- I� >, 1 ,9 y 197 D2 BDF N S ® - WATER VALVE J I � •� SD ;,y cts �� 201.37 ® - WATER METER BOX_ei Oil I- 4 BDO 3'FG BDF N S C 201.42 4P WATER SPIGOT m 3 • •c. I • �~ BDH S E TO BDF Iii - IRRIGATION CONTROL BOX b . =DH 5 - 202.69 BDO 3.5' ;� GROUND LIGHT ik . �.'. Ile • BDO T EXISTING BDO 7. 1�AlloB9 FG 193.94 -„" ,� BDO 7. ACORNOGLOBE LIGHT X LIGHT(SINGLE) U I • 194.80 194.74011M BDO 3.5'F i BUILDING •• ' :DH N E 193.96 c.,, _ 193.44 - STREET LIGHT(COBRA ARM) E) I •- 193.86 koa. N BDO 3'FG BDC N E 5 ►- 193.9. . - STREET LIGHT JUNCTION BOX O I. 203.39V 0 0 . % A y ` ELECTRIC METER O • TENNIS COURT B1870 4 193 E ELECTRICAL VAULT ® - ELECTRIC JUNCTION BOX IT i i ,. :'. EL=192.4'+1- , B'• 3'FG CC - - _ _ 193.91 ' . • y. \ TRANSFORMER I�_ g� r BDO 3.� EC EW ❑ ELECTRICAL RISER TNil I U 187.20 186 87 ELECTRICAL CABINET m BD87°:138--- O 3.- BDO 6' IIP• • .� �"' 1111 III187.18 187.24 BOO 3' 41 1� BDO D 94 -o - UTILITY POLE - - 187.09iii GUY WIRE iiiIn cn I ► 1lifi 87015 _ q '-'111111111110-- * r / BDO 7' BDO 6. - TELEPHONE VAULT Q a 1N SW MARTHA STREEl� =� o +� 186.94 186.34 n 0 193 ' �I � G f- //�� /• ,� \ ® EC EW EXISTING ® TELEPHONE RISER ti E !II ,�g`ti167 /VS186.85 BUILDING O TELEPHONE MANHOLE a { I x I BDC S W TELEPHONE WARNING SIGN BDO 3.87.21 185.26 - - FIBER OPTIC VAULT ` GWcs) BDO 30. 187'04 C - CABLE TELEVISION VAULT REGISTERED o = ' BDO 3. 0 \ BDC186.12 +� ♦ BDO 3. N �� ' : 187.16 `, 187.04 m - CABLE TELEVISION RISER PROFESSIONAL ( 192. , 186 BDO 16. BDC S E \ib.,,, iECN7.1 a 1I 1 11 DATUM: BDO ":44110k." 186.11 185.25 •1A.�, :DCS �, 187.09 8, ss 118705 - TRAFFIC SIGNAL POLE DO 3 LAND SURVEYOR E bo91.9 , N • Mee p 186. . , DEC W - TRAFFIC SIGNAL POLE AND STREET LIGHT 0 I' �.� ELEVATION DATUM:WASHINGTON COUNTY(NGVD 29) , „IL { BENCHMARK:#179-1-3/8"BRASS DISK �� C GB \ �' � ••‘° 1\7.06 6, - PEDESTRIAN SIGNAL POLE �Ylile I ', • LOCATION:SET IN EAST CURB OF SERENA COURT,47'SOUTH OF THE J'I ® 187.1 B��G; 5\ G.- OREGON '04 ® SIGNAL JUNCTION BOX fA I� ELEVATION: 99. DURHAM ROAD k 1 S ,. BDO 3. ��pv� ,x//.'11 k '�pJ \�G CO .. \�' JULY 12, 2005 1'i.83 `41 � 186... BOG NE SE 186.22 ®r. O' II a ��\\,O BDC N W STP UNKNOWN CLEANOUT ERIC5D. BCH n, N .. 186.03 184.59 o STAND PIPE J ' BDC AP f3D0 3. a, EXISTING BDO 3. 187.16 BDC N E o BASIS OF BEARINGS: 187.21 OOC / BUILDING 186.16 BD03. -.F 1/14.96 0 - UNKNOWN MANHOLE Z RENEWS 12/31/18 Cr) •- BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD PER BDC AP TCS S E OO �; 87.17 '3DC N W 0 7 a T -. ❑ UNKNOWN RISER a c' U.S.B.T.003,PAGE 508,BEING NORTH 89°49'44"EAST. 187.11 DEC E 184.95 >- w BDC AP ;7.15 BDC AP SHED l� - UNKNOWN UTILITY VAULT ," BDO 6. 184.92 I„I„I DATE 6/20/2017 hog 186.71 186.14 :DC S W x, iii 9,, i ` 3. 1. m UNKNOWN JUNCTION BOX U DRAWN EDL �� NOTES: BDC AP TCS 1686013 XISTING 186 21 7-, BDC AP >t n `) 186.89 BD BDO fi.2 �i HVAC UNIT �r °5 1. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF STRUCTURE, \, BUILDING 186.21 BDC AP SHED �i. Z SURVEYOR EDL BDC N E BDC S E 184.83 - HANDICAPPED PARKING SPACE U- \ �� BD. N E • 185.85 1BD0 3.86.28 BDC 86.25 BDCAP SHED 0 - BOLLARD IJJCHECKED cii CO -6 \ UNDERGROUND ACCURACY STATEMENT: 16 -� 186.24 1$5 FP W PROJECT# 12171281 �`/ BDO 7.5 BDC o - FLAG POLE 'u) DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS WRG POLICY TO N- 186.16 •5 GP GATE POST SHEET TITLE p NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. THEREFORE,ANY ELEVATION N 6 INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY OF PLUS OR MINUS 0.2'OR GREATER(DEPENDING ON \ 0 MAILBOX W TOPO r co I DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN UNCERTAINTY OF SIX INCHES OR I BOC N E SIGN POSTCC SHEET NUMBER j c‘1,- MORE(DEPENDING ON DEPTH,SIZE, FLOW,AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED,THEN �`o 85.8 ,, Ii DOUBLE POST SIGN •cos ADDITIONAL TIME, EQUIPMENT,AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS INFORMATION. M CC CONIFEROUS TREE or7F. 185.72 ��///yyy o 1 F 2 iL K 185.49 DECIDUOUS TREE LL Plot Stamp: 8/2/2017 2:53:02 PM - Eric Lynch File: W:1217128101Survey\Togo-ALTA11281-SUR-TOPO.dwg, Tab: Layoutl / 00 NS, - - --.4r so res • j lip x �� Alk � reSf wm ` Cx zz cP0 \--•---, �Gc`16 x 0 (7)( 11111GS \ • • • 1/ * tA:1( _ +0 • .-.'14.' " ' ' 0 * * * 0 ' 184� I. I �n 71 x x b x -ri_ (xj• • • •G�s X �a 11 1:1• x rte\ v req l 0 tzzci D v •x • x .----...—< x �� 4- �X — � :, ,-., • ,J� Z cri DUG OUT -7.........-------i�gbas m0 1,,,k, mom ke ktt Ado,/ 611' r m°G „, OOO civ0tic\'°<,\\.\\..°2::cx::1.c)1:1.19:''-°.:.%- . � ,► / 0 , Z TO - I 0 * 0 B > z 7-.] u) › -0 Fo = o O M � N = 0 D m E = 0) _ Z COI X 0 —I n T C QC7 z � r-0C!) n Z c 18O n - cm > X0 z — � < � rn -< m cn •< Q w Y . ___.-182 EDGE OF TRACK_ Ill U J% C 181 0 r -180 O Z D ---- , - \ j L , __ __. _,____I ilk---__ m r81 ,.. H {. iftSi QD M K . _ x Pii, x --ati r--) M D Z cn ru Fc> a ��#�1 DATE I DESCRIPTION I BY _ _ _ ° D TOPOGRAPHIC SURVEY Nm m n c g m 1 1 8/2/2017 I ADDN'L TOPO/ BUILDING TIES I EDL z Q o Z z m` nCarearso 0 TIG/\RD HIGH SHRJL shaping the Future , * x m r '� fr71 n 0 -9 G� m rn Co N r O m z mPORTLAND No _ �” D o 6720 SW MACADAM AVE.,#200, PORTLAND,OR 97219 cc, CO aOr TIGARD–T U ALAI I N SCHOOL DISTRICT TEL:(503)419 2500 FAX(503)419 2600 Ni) www.cardno.com \-- I I I TIGARD, OREGON i GENERAL CONSTRUCTION NOTES SANITARY CONSTRUCTION NOTES STORM CONSTRUCTION NOTES WATER SYSTEM STANDARD GENERAL NOTES 1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN 1. ALL SANITARY SEWER PIPE(EXCEPT SEWER SERVICE LATERALS)SHALL BE PVC PIPE CONFORMING 1. STORM SEWERS CONSTRUCTED OF FLEXIBLE PIPE MATERIALS SHALL BE DEFLECTION-TESTED. 1. ALL WATERLINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES TO ASTM SPECIFICATION D3034(SDR 35). GASKETS SHALL BE RUBBER RING TYPE CONFORMING TO THE TEST SHALL BE CONDUCTED BY PULLING AN APPROVED MANDREL THROUGH THE EDITIONS OF THE AMERICAN WATER WORKS ASSOCIATION(AWWA)STANDARDS,OREGON LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE THE REQUIREMENTS OF ASTM 477 AND ASTM 3213. PIPES IN AREAS WITH LESS THAN 4'OF COVER COMPLETED PIPELINE.THE DIAMETER OF THE MANDREL SHALL BE 95 PERCENT OF THE NOMINAL ADMINISTRATIVE RULES(OAR),AND THE OREGON PLUMBING SPECIALTY CODE(OPSC). SURVEYOR THE LOCATION,ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED SHALL BE PVC C-900, REINFORCED CONCRETE OR CLASS 52 DUCTILE IRON PIPE. PIPE DIAMETER UNLESS OTHERWISE SPECIFIED BY THE DISTRICT. THE MANDREL SHALL BE A baSSetti/ STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. RIGID,NONADJUSTABLE,ODD-NUMBERING-LEG(9 LEG MINIMUM)MANDREL HAVING AN EFFECTIVE 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION AND ARE 2. ALL SANITARY SEWER SERVICE LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM LENGTH OF NOT LESS THAN ITS NOMINAL DIAMETER.TESTING SHALL BE CONDUCTED AFTER APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY DEPTH AND LOCATION architects 2. THE CONTRACTOR SHALL CONTROL TRAFFIC IN CONFORMANCE WITH THE LATEST EDITION SPECIFICATION D3034(SDR-35), UNLESS NOTED OTHERWISE. PLACEMENT OF BASE ROCK FOR PAVEMENT AND AFTER THE LINE HAS BEEN COMPLETELY OF EXISTING UTILITIES PRIOR TO CONSTRUCTION; POTHOLING ALL EXISTING UTILITIES AS OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." BALLED AND FLUSHED OUT WITH WATER, COMPACTION TESTS HAVE BEEN COMPLETED AND REQUIRED TO AVOID CONFLICTS WITH THE PROPOSED WATER LINE; AND INFORM THE ENGINEER 3. HYDROSTATIC AND AIR TESTING OF THE SANITARY SEWER SYSTEM SHALL BE CONDUCTED AND ALL ACCEPTED.ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND OF ANY DISCREPENCIES IN THE PLANS. 3. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE WITNESSED BY THE ENGINEER. INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ENGINEER. 3. THE CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER(811)AT LEAST 48 721 NW 9TH Ave, Suite 350 ACCEPTABLE MANNER. 2. ALL STORM SEWERS SHALL BE VIDEO INSPECTED AND RECORDED PRIOR TO THE ACCEPTANCE HOURS,BUT NOT MORE THAN 10 BUSINESS DAYS,BEFORE BEGINNING EXCAVATION. OREGON LAW Portland, Oregon 97209 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE OF THE SYSTEMS.ALL PIPES SHALL BE THOROUGHLY FLUSHED IMMEDIATELY PRIOR TO THE REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. T (206) 340 9500 F (206) 340 9519 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE(1)SET OF CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES VIDEO INSPECTION. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. COPIES OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. RULES ARE AVAILABLE THROUGH THE NOTIFICATION CENTER. IF ADDITIONAL INFORMATION IS CALL FOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE DESIRED,YOU MAY CONTACT THE WATER DEPARTMENT AT 503-615-6700. 5. ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL 5. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE.FINAL FINISHED PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD A MINIMUM OF 48 HOURS(TWO BUSINESS CIVIL ENGINEER & LANDSCAPE MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED SPECIFICATIONS PRIOR TO RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES.RIMS OUTSIDE OF PAVEMENT SHALL CALL FOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. DAYS)PRIOR TO CONSTRUCTION. WEEKENDS AND HOLIDAYS ARE NOT TO BE COUNTED AS PART OF Cardno DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER BE SET 6" 12"ABOVE FINISH GRADE. NOTIFICATION TIME. 6720 SW Macadam Ave Suite 200, SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO TIGARD TUALATIN 4. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED Portland, OR 97219 SCHOOL DISTRICT. 6. A MINIMUM OF 18"VERTICAL SEPARATION IS REQUIRED BETWEEN WATER AND SANITARY LINES RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 5. ALL WATER MAIN LINES SALL BE C900 PIPE UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE T(503)-419-2500 WHEN CROSSING. PARALLEL WATER AND SANITARY SEWER LINES,SHALL BE AT LEAST 10 FEET SPECIFICATIONS. ALL WATERLINES LOCATED UNDER A HARD SURFACE SHALL HAVE A FULL DEPTH 6. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCEMENT OF WORK. APART HORIZONTALLY WHEN THERE IS LESS THAN 18-INCHES OF VERTICAL CLEARANCE BETWEEN 5. A MINIMUM OF 18 INCHES(1.51 VERTICAL SEPARATION IS REQUIRED BETWEEN WATER AND ROCK BACKFILL,COMPACTED TO 95%AASHTO T-99,WITH A MINIMUM COVER OF 36 INCHES. STRUCTURAL ENGINEER THE WATER AND SANITARY SEWER.ALL CONSTRUCTION SHALL MEET DEQ,AND STATE WATER SANITARY AND STORM LINES WHEN CROSSING. ALL CONSTRUCTION SHALL MEET DEQ,AND Catena Engineers 7. ALL BURIED STRUCTURES(I.E. LEACH LINES,DRAIN TILE,AND PIPES)NOT DESIGNATED TO RESOURCES BOARD REQUIREMENTS FOR SEPARATION. STATE WATER RESOURCES BOARD REQUIREMENTS FOR SEPARATION. 6. ALL WATER SERVICE LINES SHALL HAVE A MINIMUM COVER OVER THE TOP OF PIPE OF 36 INCHES, 1500 NE Irving St., Suite 412 REMAIN ON THE SITE,SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. Portland, OR 97232 PROPERLY BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. 7. ALL SANITARY SYSTEMS SHALL BE THOROUGHLY CLEANED,AIR TESTED,VIDEO INSPECTED,PASS 6. ALL C.S.P. SHALL BE ASTM C-14,CLASS 3. UNLESS OTHERWISE SPECIFIED ON THESE PLANS. T(503)-467-4980 THIS IS TO INCLUDE STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. THE REQUIRED COMPACTION TEST(ASHTO T-99),AND A DEFLECTION TEST.ALL REQUIRED TESTING 7. ALL WATER MAIN LINES,SERVICE FITTINGS,AND JOINTS SHALL BE RESTRAINED WITH MECHANICAL SHALL BE PERFORMED BY THE CONTRACTOR. 7. ALTERNATIVE STORM DRAINAGE PIPE MATERIALS MUST HAVE APPROVAL BY THE ENGINEER RESTRAINTS, FIELD LOCK GASKETS,OR APPROVED EQUIVALENT. MECHANICAL ELECTRICAL & 8. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. PRIOR TO USE. PIPES WITH LESS THAN 4'OF COVER AND NOT IN THE SUBGRADE SHALL BE PLUMBING ENGINEER 8. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A.AND IN REINFORCED CONCRETE OR PVC C-900/905, OR CLASS 52 DUCTILE IRON PIPE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER HORIZONTAL AND Glumac 9. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED OR PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. VERTICAL SEPARATION BETWEEN SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE 900 SW Fifth Ave., Suite 1600 REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. 8. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A.AND IN OREGON HEALTH AUTHORITY, PUBLIC HEALTH DIVISION,OAR 333-061-0050. Portland, OR 97204 9. ALL SANITARY SEWER MANHOLES AND MANHOLE LIDS SHALL CONFORM WITH ASTM C478. ALL PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF T(503)-227-5280 10. ALL UNSUITABLE MATERIAL(SOIL&VEGETATION)REMOVED DURING THE CLEARING AND COMPACTION OF NATIVE MATERIAL OVER SANITARY SEWER LINES SHALL BE 95%COMPACTION PER WORKMEN. 9. ON-SITE DOMESTIC WATER SERVICE LINES SHALL BE INSTALLED AS REQUIRED BY OPSC. GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF AASHTO T-99. FOOD SERVICE CONSULTANT OFF-SITE IN A SUITABLE LOCATION. 9. ALL STORM SEWER PIPE SHALL BE GASKETED PIPE . 10. PRIOR TO BEING PLACED IN SERVICE,ALL PUBLIC WATERLINES AND SERVICES SHALL BE LEAK Webb Foodservice Design TESTED, FLUSHED,STERILIZED,AND BACTERIOLOGICALLY TESTED BY THE CONTRACTOR,ALL IN 11. ALL EXCESS MATERIAL(SUITABLE OR UNSUITABLE)NOT UTILIZED ON-SITE SHALL BE 10. WHEN USING NUCLEAR GAUGE,TWO READINGS AT EACH SITE,THE SECOND AT RIGHT ANGLES ACCORDANCE WITH OPSC. A CITY OF TIGARD REPRESENTATIVE MUST BE PRESENT DURING 3700 SE Lafayette Ct. REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. TO THE FIRST.THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY. PRESSURE TESTING, FLUSHING AND DISINFECTION. To597202 T(5003)-3)-2366--8566 12. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. 11. STORM SEWER PIPE SHALL BE THE SIZE AND MATERIALS SHOWN ON THE PLANS. 11. NO CONNECTION TO AN EXISTING PUBLIC WATERLINE SHALL BE MADE WITHOUT AUTHORIZATION BY ACOUSTIC & AV CONSULTANT AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION THE CITY OF TIGARD. OF WORKMEN. 12. CONTRACTOR TO COORDINATE AC PAVING GRADES WITH CATCH BASIN RIM ELEVATIONS TO The Greenbusch Group VERIFY POSITIVE DRAINAGE TO ALL CATCH BASINS.CONTACT ENGINEER WITH ANY 12. NO WATER PUBLIC VALVE SHALL BE OPERATED WITHOUT AUTHORIZATION BY THE CITY OF TIGARD. 1900 W. Nickerson St., Suite 201 13. NO DESIGN MODIFICATIONS NOR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT DISCREPANCIES THAT MAY CREATE PONDING. Seattle, WA 98119 WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN ONE FOOT OF A 13. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES . T 206-378-0569 SURVEY MONUMENT. 14. ALL EXISTING ASPHALT CONCRETE(AC)PAVEMENT AND/OR PORTLAND CEMENT CONCRETE(PCC) COST CONSULTANT 14. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR SHALL BE SAWCUT AS REQUIRED FOR REMOVAL. Construction Focus REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140-209.155. 740 Almaden St. 15. ALL DAMAGE CAUSED BY THE CONTRACTOR, INCLUDING LANDSCAPING, SHALL BE RESTORED TO AN Eugene, OR 97402 "AS GOOD OR BETTER"CONDITION AS DETERMINED BY TIGARD TUALATIN SCHOOL DISTRICT. T 541-686-2031 16. WATER MAIN AND SERVICE SHUT-OFFS SHALL BE COORDINATED THROUGH THE CITY OF TIGARD AND TTSD REPRESENTATIVES. REQUIRED NOTIFICATION FOR SHUT-OFF SHALL BE DONE ONLY AFTER ACCEPTANCE OF WATERLINE BY WATER DEPARTMENT. SHUT-OFFS SHALL BE DONE 48 HOURS PRIOR FOR RESIDENTIAL PROPERTIES AND 72 HOURS PRIOR FOR COMMERCIAL OR INDUSTRIAL PROPERTIES, NOT COUNTING WEEKENDS&HOLIDAYS. FAILURE TO PERFORM WORK WITHIN THE STATED TIME WILL REQUIRE RE-NOTIFICATION. 17. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD)AND ODOT"MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON." DURING THE WORK DAY, ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL LANES OF TRAFFIC SHALL BE RESTORED AT THE END OF EACH WORK DAY. ALL TRAFFIC CONTROL PLANS SHALL BE SUBMITTED # TO THE CITY OF TIGARD ENGINEERING DIVISION OR APPLICABLE ROADWAY JURISDICTION FOR APPROVAL. Cal', Camino 18. DURING CONSTRUCTION,THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF PORTLAND ONE(1)SET OF APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 TEL:(50.3)419-2500 FAX(503)419-2600 19. THE CONTRACTOR SHALL VERIFY THE RESTRAINED CONDITION OF EXISTING WATER SYSTEM PIPES wwv.ra, com AND APPURTENANCES,AND INSTALL THRUST RESTRAINTS AND STRADDLE BLOCKS WHERE REQUIRED OR AS DIRECTED,PRIOR TO CUTTING AND REMOVAL OF ANY PORTION OF THE EXISTING WATER SYSTEM. TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: JUNE 19, 2018 Jurisdiction Stamp Area Z 0 w U Z w GENERAL NOTES UJ LL w 0 C0 .01 I �- • • I I I I I I I i I I EXISTING LEGEND .`i►- i _".s. III r 2 ng _ r, ''' r.1, it' •,M- ITI �O a‘.... ®-� . .�,•. -- - EXISTING BOUNDARY LINE .. .�'. . . . •• .. . , . �� -�• EXISTING- - G CENTERLINE .... .... --_.._ - __ __ - ...��-._tea`_ - ..-z. .. - .r • 1ti . . . i. �'�r _ gp _ �� " _ ---S13 -- - -. - EXISTING RIGHT-OF-WAY LINE EX I f • •4 -- e- .404.` - - - - - SECTION LINE r..'. .\® '''.7 G G G G 6 G G G G G G G G G „ G G G G 1 c 15 - :471/k --• 0 / _ � _1'.. ",_0 - 5 / SW DURHAM RD 0 _ r9S 11 x FENCE LINE 95.0 sD - STORM DRAINAGE LINE asse _ 20fl- 199 •r!7� 1 198 19l :96. v1fl �y� r19 ,. 1g`Lss - SAMTARY SEWER LINE architects D 2 � _ � ` 50.0' - UNDERGROUND WATER LINE - LS LS -- LS p `��°� - .1-: .. 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Q CTv - UNDERGROUND CABLE TV LINE T (206) 340 9500 F (206) 340 9519 Tr - - _ WATER VAULT . - LS G UNDERGROUND NATURAL GAS LINE n. - - 198 -- o_ a �` ;.,,::�:; ti: .+ : rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrir / \:'\ ELECTRONIC 192 .! ._., f m CO CO o READER SIGN �� / t ) INDICATES DATA FROM AS BUILT INFORMATION 197 '�`.;`0.-196 MONUMENT _ '� ' ' CIVIL ENGINEER & LANDSCAPE I _'.` OHW OVERHEAD WERE �aI / \ :•,'� SIGN 7•� �4 �.-. r Y Arun '��s��,,�fi��i�i. - Y ° BUILDING FACE Cardno -- . _ 196--- )7 ' � \ � X92" "_ _ ; • EXISTING 6720 5W Macadam Ave Shite 200, 30.0' - '': BUILDING - - BUILDING OVERHANG LINE I7 E r `SDS j. '• y Portland, OR 97219 60.0' + ' r I ., LOQ` • �© (AUDITORIUM) - EXISTING ASPHALTS RF T(503)-419-2500 -� t3 d'I 193 U ACEROW _ o ��, _ -�' , - cr a _ _ _ a_ -195- " ." ►� . - •�� d STRUCTURAL ENGINEER . - 195- ~ / El 7gQ _ Sol , ' °' r ►+� EXISTING CONCRETE SURFACE - - m - - - " m / .i \� . _ - V �o ► Catena Engineers I4ii 1 1 / �r� •� S ` ' '�_ ° ) 1� 1500 NE Irving St., Suite 412 • + 1 I r (� -. .A.....:\., .\ '° 1 ' �M - Portland, OR 97232 •••• a �I t1 ::� . \ • J'y '* �� C� -. " / ��►� • EXISTING GRAVEL SURFACE T (503)467-4980 w, n s. ., i x � \f �� • :e°o } 411111.11 • O FOUND MONUMENT ' o,% x = 19s :. MP imp '� MECHANICAL ELECTRICAL & kiE '�� g� LS _ . ' ° - - OH PROTECT AT ALL TIMES * `� , '' ' '�4' Ai GV PLUMBING ENGINEER i c r--- :. / 'g -cr ��,: ;. : °' 4 DQ - GAS VALVE 3" . *_ • i �► COVERED A9 • • GAS METER 21)10.irnsaCf. Y i� 1.1 1EpSfBIKE RACKS`1=� ><94 `' r at /� FLAGPOLE �� . �; o ► W Fifth Ave., Suite 1600 it ;i rrk . , r'o; �' % ` ti 'B ••no - N � (32 SPACES) GAS WARNING SIGN Portland, OR 97204 fi w o TICKET . \ ® SANITARY SEWER MANHOLE �, ��r 3E a \ a.x�,• T(503)-227-5280 4,..,._ a . . , 1 ,': o r•_ BOOTH `/ , y .' :`/LS �� _ �� >" y °p�1'- <'�'� o SC - SANITARY SEWER CLEANOUT ,, +14/:.:;.::.:•1,. ....1;,.-:1.:. / ' FOOD SERVICE CONSULTANT • N � STORM DRAIN MANHOLE 9ofl . I I , .� 196 1 ii BIKE RACK - . r� \/(4., -� - Webb Foodservice Design -'-' - -- -• CATCH BASIN . C u ") ' I TENNIS COURT (� ... �. _.v EL=196.0'+!- ., '� '�• ! \ ® - CATCH BASIN -TRAPPED TYPE 3700 SE Lafayette Ct. + f , D \ \ Portland, OR 97202 ' � � "� ® - AREA DRAIN T.� +1. -- - T1GAR (503) 236-8566 • o 0 193 ® ' fr H4GH SCHOOL ROOF DRAIN ` -6- - ARE HYDRANT ACOUSTIC & AV CONSULTANT ''�` `� - 'd - FIRE DEPARTMENT • • ;; CONNECTION The Greenbusch Group 5 + -)N - $ Nyl - UNDERGROUND WATER VAULT 1900 W. Nickerson St., Suite 201 L + ® 1"+• \� � e - WATER VALVE Seattle, WA 98119 + _.. `-\ , (CAFETERIA) T 206-378-0569 S I ,- . e \` . �,� \ E - WATER METER BOX Ago •,-' _ EXISTING \ • WATER SPIGOT COST CONSULTANT it r :,-,.._....., _e_ __---,-.„-195 -' \ •� � d - IRRIGATION CONTROL BOXBUILDING Construction Focus I o \ ''• ' ' \ GROUND LIGHT rn + MAIN GYM) \ 1 \ 1 740 Almaden St. o O �� P:' .''.. ( TRASH I - SHOEBOX LIGHT SINGLE\ \ ( ) Eugene, OR 97402 tl•E .�.x A93-. - \ \ COMPACTOR ; - CORNIGLOBE LIGHT11�_I A T 541-686-2031 • ' '_ - STREET LIGHT COBRA ARMw ro \ `: .• RECYCLING \ ( ) it r]` r TENNIS COURT - \ (TS)0 m� m _ .-• _ r.':: :\/; � ,►/s�% UPPER BUILDING FACE CONTAINER , J - STREET LIGHT JUNCTION BOX ,� 1 1 ' :",Ilhlillt11 _ a 1 D - ELECTRIC METER LI i�//////ih //////ii////),/,,/, ' , LS \ \ �o- E - ELECTRICAL VA LT , • r_. EX 4.1VA ,/ j 0. (�Ill ® ELECTRIC JUNCTION BOX • j- ; 1 Ir`:;K �:;•';' C l \\ / EXISTING lr s rnr� o V-- / / a � M ❑� TRANSFORMER ,' ; r SD :]� �7T" , , ra, 'c \ 'r / ,/ BUILDING �� 0 - ELECTRICAL RISER LS' � ' , ` [\ ELECTRICAL CABINET ;,, :'- , EXISTING . .:: • I - I I I 1 I I I I I EXISTING LEGEND 11,1 i ,farts y pr I.0a.�;' ® • 11 ® m _ _ IIf� -- -------- - EXISTING BOUNDARY LINE . . �s-:•.. -- ,. �`�--�_ .•�µ : S',.•: . -. =-,:`:.. CS.. cc . . (+ . ��.•� ��s „ - .�+s .� EXISTING CENTERLINE • r. :. .i! "r J/ . . g f Rif • 1 _ •y. 'r. . . i -- - - -- - -. ___ �.�:-_ ., - _ - - ---ti - .� � �' •. -- �- - --�_ - - 0 _ - LINE / `� _ --� � __ '�_- _ 'tr_. ��._ _ - .SD-, ��• ��6- -5D - � - 5a - 50-- ,Fr_ � . -'�--_ - EXISTING RIGHT-OF-WAY G 'tin G G G G G G G G G G G G GG G''- G - _ _ - SECTION LINE - •-- SW DURHAM RD - - •- - - _ � �-�' ` x - FENCE LINE - _ bassett!/SD III �0° I " I '199 q96 19i. k9f' 3 '�� ' ' +.J �� S� - SANITARY SEWER LINE architects - - r. r:� _ UNDERGROUND WATER L N - D s � .._ ., __ � � ■. .w-.. �� :l..w_� � ,� _..� � r. � .� .w ar wr .. — �a:....ra a. .� ws�. �-� � �d - r� 7', -- _- _ - - _ � 7/....;I:;_i_s7. �;:__:-.....-:::.r,•---47(m.; _ �. .. � .. ..�i.. � ,•. � - _- - — WI EI •- ce * L - - - LS ip •--.��,,. +' . f.'. ` "ma•y �5 _- 1 _ - } - "-- -� LE _ ..'- - T _ �-.'' -/ ' ., -f �' • ,'i. 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' '� �� W011ir f / / _ _ ` \ v+ SIGNI �. +• •iiiiiiiiiiiiiiiiiiiiiiiiiiiii. - BUILDINGFACE Cardno ® I EXISTINGi. 6720SW Macadam Ave Suite 200 0, ©t_ -- ,, /© �01 _ BUILDING OVERHANG LINE ' '.'' Kr_ / ` orvy 4 . 16 �� 5 9;.• BUILDING Portland,OR97219r "; //f // / /`.,, ► r3Allorl ��.:� = (AUDITORIUM) - EXISTING ASPHALT SURFACE T(503)-419-2500 c0 "to- �!110 , 4...,41.0.--- *in "0-, �+ - STRUCTURAL ENGINEER ---.... . I / .. / .. ,.. - _ _ - 44113 � n41:I llir�i': ;,- o ( I . - EXISTING CONCRETE SURFACE Catena Engineers 444.414-1'1.1141:744-114**t4.)*%'-'11:-:-... ;10 - a • 500 NE Irving St., Swte 412 .4 if, A ; i� s, r ��I `►. �a 9 - o !!� * E I T! Portland,OR 97232 b A ' �; , P �, �i ( X S NG GRAVEL SURFACET(503) 67-4980 � • g .I � . i ,0 I ;,• • O FOUND MONUMENT MECHANICAL ELECTRICAL& f . ` o r a 9 r� GV PROTECT AT ALL TIMES / /// ©.� lilt s ,, qa PLUMBING ENGINEER � 1� �, - - -. __ . '- �� il �� _ _ - . `• •° �Q - GAS VALVE g '�' •- • +-�� . # • ,` a. *ill, COVERED - GAS METER Glumac BIKE RACKS _ :"' �' �� '• 900 SW Fifth Aye., Suite 1600 s FLAGPOLE ; o�♦ I - rr�� f +l►�l�+l►♦ =��•� ' ` o ••e -�`a 1 - GAS WARNING SIGN Portland, OR 97204 ' 1�� ' / p (32 SPACES) II - ,, • = ® D. • �� © ,A > w�� `°''o '•� a'.w...;,,, ;\ ® - SANITARY SEWER MANHOLE T(503}-227-5280 , 16 ©� ,/,� lc!mr� 3v��j:�1��: ��. •�i;�I , ' y °;�,� ,�;, a SC - SEWER CLEANOUT / s z ,. SANITARY EWE 1 "' •' '' i `' OO - STORM DRAIN MANHOLE ---F! m / +, � .�Z1'.11��Z1v1�.I �" '-'`' FOOD SERVICE CONSULTANT X900 '�'' = :111111 I,- -9 - --- - -- I 4�• a� `_r ` a 'a Z . . r ' �/ �,'� r � .��: ©"'�� '�":1-, \ �� _ Webb Foodservice Design G• j +1► - ' I I CATCH BASIN 9 RT 3700 SEL Lafayette ette Ct. h • _ .+.. ` / .3 , 044 9 / ♦�� 7 - 4 AS • \ . ® CATCH BASIN -TRAPPED TYPE Portland, OR 97202 • I %.,**7r '� �• �� ,♦•.♦ D ® AREA DRAIN T(503)-236-8566 _ • �"�- � ,-!. VCt49;:ip y � A��, \ ROOF DRAIN `:I 1 1 �� /� - ►,� _� + i••.• •i ♦ HIGHSCHOOL9 ,, © \ie.. �� - ,♦♦♦••, ,•••,`♦'♦ \ _ FIRE HYDRANT ACOUSTIC & AV CONSULTANT m g � �� '♦,•♦• ��♦�,•• �7 FIRE DEPARTMENT CONNECTION The Greenbusch Group ' •. ��Z��•♦♦.�� •♦:•'��11''" �'•, W - UNDERGROUND WATER VAULT 1900 W. Nickerson St., Suite 201 I' ,' P./ :: / . ' ' _ - -�� , `_•�� `♦♦♦i♦i•�� ' \� t Seattle, WA 98119 .- 1 .- • .�* ® - WATER VALVE ', 4 LIMITS OF ♦ •• •• • \�� . (CAFETERIA) T 206-378-0569 S ' •3 I •-• 3 © �7.....�Ie� •111` ''' �,:p•��:.....::::::::::::: �.EM LITI ••i • IT - WATER METER BOX D 0 ON • •It. ? = � • / ,. o• " ��vA, iar,4•�`♦••♦•';� ` ♦ ` , • /• N. - WATER SPIGOT••: w , •40 '. 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I�, � �, ♦.:: �;h,� ' M .a.) = �: ■� ��rr �r■ ,rrr �1 �� i �r•. 1 • I' • •`.� `•..••�j' �♦A r, _ 6720 SW MACADAM AVE:STE 200.PORTLAND,OR 97219 ,S . ■■r r■ /' \fie.._ o �,© 1.1♦ , ♦ , • •♦ Ir r■�■��;■ ■■ ��' . `� ' ` 4v.v O� :♦�' `•�'•1�� `' '� ��.o F F#BER OPTIC VAULT1 ■ � ■' © .A_ � • ,�o I � _ TEL:(5031419-2500 FAX:(503}4,9-2600 4 _ • rr r,■ :,■ ■■■ '" -._-_ .11 '- �,� •4' ��. `1111i' 4) •Ni +n „ , ro ,- rrr ■■� r,� 1411,, . -- �, --*•• ,� �,,♦Ii - - ■rrrrr■err■■■ ,r1r Ls ; . •'♦'1�•�% `: '��'•�••11•'� ,� I► C - CABLIr TELEVISION VAULT p-.: ... 11 ��0 �rr�r 1011 r – r .i411. - _ 4� `.•••♦S p' ••`,•,••, '•'��• \ Po- m – ■r■rl�ir■■s�F■rrr■C■rf• . - fSV419 ti' j� �♦�11� •1�•♦��'' •�'' CABLE TELEVISION RISER rrrrrrrr■rrrlirrrrrr• •-- - �� ..•�°(� '''� �� '''''' ••� .•`�''' e rrr■r rrr,■ rrr■ 1,■ � � LS �r.�,♦,/ 4••��1•� 1i•1�1• ,s_to. ` `S5� p - TRAFFIC SIGNAL POLE r r rr r■ �:i1 ` iir1,1♦�� ,•••• ♦ ,.1n�,�`�,�+ 4y_ =, I-- -::: �g,.r�rf,rr�r■rfrr rrrr IfrAft,.. 411 S.. F. : .` j . • _LIMITSOFDEMOL1T10N •p♦1�!> :a1y -(\� �di v19 ■ rr , is -ior rrrr r,r ,rr r r r �•. ,rte �\ "(--*4° oO - ¢: . ,_ . Irrr rrrr rrr rf - - . t 14 -!4� may_.♦," REMAIN) J ��1/'►6��'V.�Ih�� © ,� I R.E UNKNOWN CLEANOUT 17 29 rrr ,I ■rrr �.• _ • s� �� \ sTP _ ", ' /m , ►� 01 r rrr _0r ■■ •1 ♦ ,. A. VI. .�,Vil'!I� 1 o - STAND PIPE n �, .�� iref �-rrrr rrrrr-'�r,rrr r�� c.•,.�, t � � >�� •'�••.;•. ��.�` e ,�� .��. � . � ,Y , Q = �p� 1, )r� 9re.: ,!!!� �7 rr, �>hrrJ re0 I *,c �:•,♦,�� li•s 14~ �.� p iA - UNKNOWN MANHOLE —s' / !1 iL■� ' r r / �,i••` • �.• + r.�. 1. • •->. • . �► Y UNKNOWN RISER -SW MARTHA ST �g2 '` .�:�1 '0 F 1� m' yr " ��1:�i ` 4 1 `�� + �' S� os* 40°' � 0 - .. - -, - ---,..-- . A INIM-aw Sip Eli AT ' V' 18 ` � ` mI Mit, \ UNKNOWN UTILITY VAULT 4# - _ ; % �" ti .� ,� -iv $ A. V Af�'`.� ' �� m UNKNOWN JUNCTION BOX .° m.�0► 4 ` . x•21: y - — ' ✓0- ♦ I .rnD /�� 11� �� fri ;� _ TIGARD TUALATIN SCHOOL DISTRICT 1") BLOCK * g �L�. 1 •�-; ..�:� � �t ��.p�.,....A�!` ` `� HVAC UNIT,� / �. � `�1 `� ..� ►e,-.rrA�1" G \ - HANDICAPPED PAR IN111.11 ��, r. rr .: ' TURF FIELD WALL �- �' ++ 1 .. �' �" •, \� PARKING SPACE ;:�i �� ' ti % 4•�� .T7 � ! ,��° ! S� �y `I.\`�� \��' o - BOLLARD "4 - tiffr:r- --'' TIGARD HIGH °' • . -, 1, 29 U r. �w� ��.��-I��+ %I � /� ��w lo .` �M S 3U \�\�O FP -IF ' I 0 0 - FLAG POLE ti i . ' ;\ I''. � -. /��=� "%X— 'j ....?..�� GP \Ck , AWAYA .�16 0 ...dtk/l I �' c - GATE POST H CV 28 Y FOOTBALL FIELD IND. � !� S sc oot , , .: . • -!�`\ •,• 9\ -_ RIIVKINGi •O. �Ei , LS L�.�iV71F+ 9 �9 p o� , 1_. - MAILBOX, , �! T , ^ -1 , r �v to , -- • I -- r , r7?7 .7�.��- � �� O�\ �� riill�� B ,, - SIGN POST DT - ; _. ♦ ® EXISTING \S�\ ,�. '' �aliir, ® ' ' - DOUBLE POST SIGNM0DERNIZATION AB , "� • �Y 4 CaWARLTES% r� m BUILDING ` .�, ®ti Op O��+r� +1 !, , 'f. 1 - BENCH HOP X * _ CONIFEROUS TREE - • • `4p,41* AUTO 5 ) Va, - i J�}( �, - DECIDUOUS TREE ' �� yds -�'- 09000 SW DURHAM RD. »� IM ARTIFICIAL TURF O i 1 �f. t ,/ ` + I 1 " TIGARD, OR. 97224 12, BASEBALL FIELD �,' i t, G oj1/ JOB NO: 16992.00 � l04, , \N'GGGP 30 * �E� �r, r, � � � � � \S \� L`� �J ISSUE DATE. JUNE 1 2018 y t A� .. � _ _ 9 I /AII 40 - , - f — Stamp Areas\1DEMOLITION NOTES 186..-. ,�,111P CONTRACTOR TO PROTECT IN 9 REMOVE EXISTING CATCH BASIN AND CAP STORM DRAIN [181 PRESERVE KAUTZKY MEMORIAL STAIRSINCLUDING '�S 30 1�� ', —I PLACE THROUGHOUT CONSTRUCTION. PIPE. HANDRAILS.SAWCUT AT BACK OF CONCRETE TOP STEP. "4..•46, DEMOLITION LEGEND 1 ' 3 z REMOVE CONCRETE PAVERS. �� LARD , F I',t\f •I = I°' PRESS - ` r-T . . - LIMITS OF DEMOLITION I _ _ - _ . O 2 REMOVE EXISTING TREE, INCLUDING ROOT MASS. 10 REMOVE EXISTING BOLLARD. BOX ■ I ' 19 RELOCATE FIRE HYDRANT ASSEMBLY TO PROPOSED _ / - EXISTING ASPHALT _ - �0% , �1% 3 REMOVE EXISTING CONCRETE SIDEWALK AND AGGREGATE 11 REMOVE EXISTING SURFACE TO BE REMOVED I ♦ e.' ;, ♦,� I•J•,i S G KAUTZKY PLAZA MONUMENT BOULDER. KITCHEN LOADING ZONE. SEE SANITARY AND WATER PLANS. DEMOLITION NOTES CONTINUED - .`. �,�• • BASE. PRESERVE AND STORE IN LOCATION OUTSIDE OF /�/A EXISTING CONCRETE r� "-0 '' -r' CONSTRUCTION AREA.PROTECT FROM DAMAGE.TO BE 20 PRESERVE LIGHT POLES IN PLACE. SURFACE TO BE REMOVED - m-m-so - ' mil. 4 REMOVE EXISTING CURB.SAWCUT ASPHALT CONCRETE 3' RELOCATED, SEE SITE PLANS. 27 SAWCUT AND REMOVE EXISTING CONCRETE.CUT ANDM1 Z ii BEYOND FACE OF NEW CURB FOR PATCH BACK WITH FULL 21 REMOVE EXISTING TICKET BOOTH. REMOVE HANDRAIL AT NEXT POST,SOUTH OF BLOCK1/ - EXISTING GRAVEL %I - * UJ WALL CORNER. ! ° DEMOLITION COMPACTION. 12 REMOVE AND PRESERVE EXISTING SIGNS AND STORE SURFACE TO BE REMOVED - OUTSIDE OF CONSTRUCTION AREA.TO BE RELOCATED, SEE 22 PRESERVE AND PROTECT SCOREBOARD. 28 CONNECT EXISTING DRINKING FOUNTAIN TO NEW - CONIFEROUS TREEO 5 ANDKFILL AT TUNNEL NEW BUILDING. CROSSING BETWEEN AUXILIARY GYM SITE PLANS. 23 PRESERVE AND PROTECT EXISTING TREE WITH DOMESTIC WATER LINE. i LL PLAN WEST 13 RELOCATE EXISTING ARE HYDRANT ASSEMBLY TO THE EAST TEMPORARY CHAINLINK FENCE. �'�� - DECIDUOUS TREE I 6 REMOVE PARKING SPACE STRIPING ON 92ND AVE. OF PROPOSED BULLPEN, SEE SITE PLANS. 29 CONNECT EXISTING STORM CLEAN OUTS TO PROPOSED ! A-------v W STORM SYSTEM. - - - SAWCUT LINE IX 24 PRESERVE CATCH BASIN AND CONNECT TO NEW STORM0 p p - TREE PROTECTION FENCE N 7 REMOVE EXISTING TENNIS COURT AND FENCES,SEE 14 PRESERVE EXISTING WATER VALVES,BOXES,AND VAULTS. SYSTEM,SEE STORM PLANS. 30 SAWCUT EXISTING ASPHALT CONCRETE. INSTALL NEW SCALE:1 -40' PHASING PLAN FOR TEMPORARY PARKING ON SOUTH COURT. 25 REMOVE FENCE. ...1..� -- CK STORM PIPE AND PATCH ASPHALT. . .j .... - BUILDING DEMOLITION 0 15 PRESERVE EXISTING FLAG POLES. - • Vin PHASE 1 8 REMOVE EXISTING BUILDING PER ARCHITECTURAL 26 REMOVE EXISTING ASPHALT CONCRETE. PRESERVE .♦,,, 40' 20' 0 40' 31 SAWCUT EXISTING ASPHALT CONCRETE. INSTALL NEW �•11�,• - BUILDING DEMOLITION '' 1 DEMOLITION PLANS. 16 REMOVE EXISTING ASPHALT CONCRETE AND UNDERLYING EXISTING AGGREGATE BASE COURSE. ` CATCH BASIN AND PATCH ASPHALT. ` ♦� C1 . O 1 AGGREGATE BASE COURSE. PHASE 2 17 REMOVE EXISTING LIGHT POLE. 32 SAWCUT EXISTING ASPHALT CONCRETE. INSTALL NEW er;� - BUILDING DEMOLITION - KEY MAP 0 LE AND PATCH ASPHALT. PHASE 3 SCALE:1"=400' EXISTING LEGEND d '.;.. ® -- -- - EXISTING BOUNDARY LINE -0:_:Y�• t'D j - - EXISTING CENTERLINE 0 - EXISTING RIGHT-OF-WAY LINE '3?�_, - - - - SECTION LINE bassett! - - - - - - 3 -- - - - - - - - -- - _ SW DURHAM RD -74 �� m9� SD - STORM DRAINAGE LINE �+y� j 4 16 -cgs architects m SS - SANITARY SEWER LINE • _ -- `� > �r '��;j— n SD 4, w - UNDERGROUND WATER LINE • tz (St)1 fSD� c _ CI>t F T�� ( )( SD L� 1 ,. . . _� ' . jam` 4 � � (cn) � - } Jay ` ) ` � j'"� r+ 1+V1 v E - UNDERGROUND ELECTRICAL LINE .. y4 (' .. sa..s:. _ - n"" (w) (w) - l — (r W ' ) Myr "�"�' �- '�r� I- T • - UNDERGROUND TELEPHONE LINE (�) - is_"' �°"" '�" '°w"�."` rR� 721 NW 9TH Ave, Suite 350 -- \ FO UNDERGROUND FIBER OPTIC LINE Portland Oregon 97209 SCOO. .. 4I ill, , , > � . x - CTv UNDERGROUND CABLE Tv LINE T (206) 340 9500 F (206) 340 9519 6. &/. �';?. .I — T --ter T mac T X �� BUMP P p BUMP i. COMM SOMA - X G - • - UNDERGROUND NATURAL GAS LINE / �� - INDICATES DATA FROM AS BUILT INFORMATION 1$9 �4...�iiiiaiiiiiiiiiii„„,,,„„„ii„„„ ;;,„/„,,, ii „," 7,„7 1 X �,� ( ) I v I /. / OHW OVERHEAD WIRE CIVIL ENGINEER & LANDSCAPE ING ,�.nMCD • ,.;% 7: /°n ita. ////////////////////////i////. - BUILDING FACE Cardno /. 4:' 6720 SW Macadam Ave Suite 200, )ING -- /, ® 1BUILDING OVERHANG LINE/ _ Portland, OR 97219 )RIUM) ik1,..;,,,.//,/, i (SWIM (G) ' - EXISTING ASPHALT SURFACE T (503)-419-2500 STRUCTURAL ENGINEER r :. CENTER) X_ EXISTING CONCRETE SURFACE Catena Engineers I I 12"CONCRETE :•~:., 1-,/0 : WALL � 'i.. i / • . .. . .... . .. : ...,.. _ I •` � `` A • ; T � � 1500 NE Irving St., Suite 412 a. iI 1 """`�4 % / I - EXISTING GRAVEL SURFACE Portland, OR 97232 ., II ,....„. : . i / - ': T(503)-467-4980 BIKE RACK— / 0 - FOUND MONUMENT ,, �J ,t). :1.;:;- I ❑ 1 E / GV PROTECT AT ALL TIMES MECHANICAL ELECTRICAL & JERED ; �1 .� / .. , ,,, ,,,,,,,,,,,, ,,,,1, U I x .J p4 - GAS VALVE PLUMBING ENGINEER �- Glumac RACKS .m 1014 BUMP f, ';.:'; _ �i I 0 - GAS METER SPACES) —A I . . ; . ` .� .:Y ��4" `� �-✓ � - GAS WARNING SIGN 900 SW Fifth Ave., Suite 1600 •f..- L i1J ® - SANITARY SEWER MANHOLE T(503)-227-5280 0 R 04 i .1 ¢ SSC _ SANITARY SEWER CLEANOUT '�" v I I 1 I OD - STORM DRAIN MANHOLE FOOD SERVICE CONSULTANT � ' I , '�"' I - CATCH BASIN Webb Foodservice Design • I�! ® Ct. x ® - CATCH BASIN -TRAPPED TYPE 3700 SE Lafayette 2 Portland,, _ OR 97202 ,1 , ® AREA DRAIN T (503) 236-8566 1 ROOF DRAIN �s� 1 0 f I C -6- - FIRE HYDRANT ACOUSTIC &AV CONSULTANT t I WO ,/°I '----T b/ - FIRE DEPARTMENT CONNECTION The Greenbusch Group "� ' • W - UNDERGROUND WATER VAULT 1900 W. Nickerson St., Suite 201 \ � I x 8 - WATER VALVE (CAFETERIA)) \ 1 T 206-378-0569 Seattle, WA 119 \� 4 1 \ �, 1 � � r I I ® WATER METER BOX I 1 �5 . ! ; WATER SPIGOT COST CONSULTANT \ r + - IRRIGATION R CONTROL BOX F'! 1 : UND LIGHT Construction Focus \ SS 11 — x 1 I 1 740 Almaden St. \ w 0 1 I - SHOEBOX LIGHT (SINGLE) Eugene, OR 97402 \ _ 30 �4yn' ,1 I �c 1 '' - ACORNIGLOBE LIGHT T 541-686-2031 a• 30 °'11SDCO , I _ c ® I y� I , - STREET LIGHT(COBRA ARM} A}', J rd MA / / = 1 I 6'CHAIN Ql� - • / ,r r l T� ! j\ LINK FENCE I ® STREET LIGHT JUNCTION BOX . '., s_ _i : , '= �\ qy� �� ,' I }, 6 _ D ELECTRIC METER ��. - rteAi r , f.� �■ ii �;=y �!� (W) * f ® AMU �!\ x , 7 - ELECTRICAL VAULT .•a � / e15LIS% - • b�., '- _ _ _ �\ 30 �'� 1 I 1 ,. ❑D - TRANSFORMERTION BOX -rel Y\ ��.�►�� ,_ '�� I �' t• , ....... " IZI - ELECTRICAL RISER` ~ `'� �//,/ii \ 23 • C\ - ELECTRICAL CABINET-1 \ I / �\ ,�� o- - UTILITY POLE ®/ I �� CO i C0 [�:Noo ASPH43 / i/�; Y • � - GUY WIRE /#\io % `� x • � T - TELEPHONE VAULT !`i c~/> J r " �� . ® - TELEPHONE RISERx D ' -" Caradno - / � w m � !,� ::::::: � - TELEPHONE MANHOLE:.�1 , © ,' © 2 © "` r,.? - TELEPHONE WARNING SIGN PORTLAND R TEL:(503}419-2500 FAX(503}479-2800 f^� / El r., 6720 SW MACADAM AVE,STE 200 PORTLAND,OR 97219 {�w}) / / I F - FIBER OPTIC VAULT �, 6'CHAIN L ///�/�� rs0 I LINK FENCE J I0 worncardrbrnrn �� `� � x \ S. ; I Z : . ® - CABLE TELEVISION VAULT �/ 1!..41 ., IN �� • ® ® CABLE TELEVISION RISER / ^• �\ SD) ex io' so so (S�) �� Ex is so (SD) '_ % '1 �1 __ . m �\ ❑ .- - ry TRAFFIC SIGNAL POLE 1 ////6 (E). GTP - . "�K,' ® ;�4� ~'!I TRAFFIC SIGNAL POLE AND STREET LIGHT G 'y • / / ; --It -- -- It� ,:,;.�— _ itS'(\� G aoe ) W B'CHAIN 4 \ 0 COOCREIE AMU ' PEDESTRIAN SIGNAL POLE ��\��\� L LINK FENCE - SIGNAL JUNCTION BOX 0 �� o O - UNKNOWN CLEANOUT,z /iiiii/iiii/i//////' I STP - STAND PIPE EXISTING lo - UNKNOWN MANHOLE Sl �w •,'S ��\S Q\�C' • �, BUILDING wm ❑ - UNKNOWN RISER �/�� \�..._v,.._.__:y. i��/�/�/��/""r� A ® - UNKNOWN UTILITY VAULT f m - UNKNOWN JUNCTION BOX ev '';i:- l - HVAC UNIT TIGARD TUALATIN SCHOOL DISTRICT • I y, - HANDICAPPED PARKING SPACE ` c,} S\� G *` oFP O - BOLLARD TIGARD H0)\ PGF- ASPHALT - FLAG POLE P�,„,0- 04P , 70 „A SCHOTOTIX .. _._ 0 . I - SIGN POST MODERNIZATION DOUBLE POST SIGN Y, I 1 i - BENCH do ® ` I 0 * - CONIFEROUS TREE ❑ �' DECIDUOUS TREE 9000 SW DURHAM RD. f 8 TIGARD, OR. 97224 1 I 6fAVaJOB NO: 16992.00 ISSUE DATE: JUNE 19, 2018 'r - -' - - ,„:: - Jurisdiction Stamp Area . ISH \911111111P-q1--3.✓ � . 10►, DEMOLITION NOTES 'I'"H" '.224 • DEMOLITION LEGEND i ,; �t ��"" 2 REMOVE EXISTING TREE, INCLUDING ROOT MASS. ' tit, m silk J . - w. - - - - - . - LIMITS OF DEMOLITION Z 23 PRESERVE AND PROTECT EXISTING TREE WITH - EXISTING ASPHALT I ,Ili ,�� ,Ai�` - - -- y``� r _u I TEMPORARY CHAINLINK FENCE. r/. SURFACE TO BE REMOVED - j ICkAi 0 30 SAWCUT EXISTING ASPHALT CONCRETE. INSTALL NEW °, - C-7 LU EXISTING CONCRETE112 i St.rikW• , , 7IP" SURFACE TO BE REMOVED + . •` r , STORM PIPE AND PATCH ASPHALT. 7/1 - ��m — di - n U EXISTING GRAVEL IZ 31 SAWCUT EXISTING ASPHALT CONCRETE.INSTALL NEW SURFACE TO BE REMOVED • N I: 7°. ❑ UJ CATCH BASIN AND PATCH ASPHALT. V.- O iii - CONIFEROUS TREE cK - DECIDUOUS TREE V PLAN EAST I 1 LL SAWCUT LINE I I N. —_ W o O O - TREE PROTECTION FENCE I CC CK 40' 20' 0 40' ' ' 0 01 . 02 KEY MAP 0 SCALE: 1"=400' i�i {, -iti �•7t? -- r: +. *.r_-r I• III �[ -- .L J- I f -- �.- -- -- J. _- ^ - ��.,. - ,{�} _ (/�� PROPOSED LEGEND �• ��., Illi ,� - - _ ={• - .. .. _ .. _ _ �+{, [� I • - 'i iti • S' �. -. .. - _!. _..�SS - -. - - w7 - IrF. a lye:•- s' I •.... � ��• - - 111• . . ,. . AD _, 'i' -� - � -- _ su - .�_ '`�`- � '�) -_ � S[7.. . So - _ su :,�v-" __ -RIGHT-OF-WAYJUSTMENT >" �" G G� G G G G G G G G G G G G G I G 'c '= S; _ _ _ - -PUBLIC UTILITY EASEMENT(PUE) bassetts . G - 95l)' (� - - - - �'::''. �\ CURB LIN - - - R?W. --. - -. �� SW DURHAM RD E '. o (SEE SHEETS C7.00-C7.61 FOR PUBLIC IMPROVEMENTS) • architects 501i -AC PAVEMENT SURFACE �' [ 1 HAIIF P ..'a:='.�`: •' �� ° a J U. l¢f1y l 1 4 °no°pvo°°°p°n° °o�°°°�°°°• � ' :•S:'' '.' ., :, au '�� -_I t • 1 ( • 1 co { - 7 r `.. °°ov°aa °aaa°a°a U (Ile....-) r• J I g �• ' �- v. to ,1 ,.� R AIIf1� 12�} P. 5` .._ � ` f st4 ��onEFr�u�a9AR�r,��P,�' � 11�..� �' "` '.rte; k� .1...-..... f .. f e "' " w W W• jr '.. •...� 8.� (DIAL. w �. W W ,�� R • - 4_ ',/ `_ •'te - - . HEAVY AG PAVEMENT SURFACE • • ,. . . '' . -• 1 .. A J ' • 721 NW 9TH Ave, Suite 350 .. ,• � .. . �. ,fir .� •� • -CONCRETE PAVEMENT � , � . • _ _ . ;; � -- Portland Oregon 97209 N. '; • " _ - � 380.0'. .'. .-_ .. .. .- 40 ( g \ • p :. ••.•.• _ " . _ - . .•.•. . . . . .`" t�22 5` L. 1,9�._ " " . - . . 4D:0 . . T 206 340 9500 F 206 340 9519 _ 40 0HEAVY CONCRETE PAVEMENT { { y, ' . - ri ._._...... _> O -- - -- -- -- ---- -- - r, " " .: < �A_ � fl1li/UlhI i/UM LI►M01,J1� / r / = 1' , LANDSCAPE AREA ►' 7.(. :. 13,0' .. .. . . .. .el,... ','. sir 23 TYF' ; R15.0` R 3.3`TYP. (DI G.) I- -I ® �' s• ,r baavavO R.D.W. 0' TYP. , �.1;� STORMWATER FACILITY �N ._.. .. ,•.. fir. G • co° I 4' R28.0' _ _-- o ENGINEER & LANDSCAPE • R5.0 4 10 TYP, '-- r ffigiNG wlt'-- q�zx � . ''` ®' �1;' CrCIVIL- 37.0' R28.0 ri �• R2-7 NORTHING:9776.06 ...< «� . .�. • L!!LJADA ACCESSARF�4 Cardno HALF ••CTYP. .1 "28.0' • �i.bo.►s+i1, _r .'. +•�'�s`. ';' EXISTING W Macadam Ave Suite 200, " F�ISTING: 10409.41 5.4' >�.°s,,.+.� •© . P. '`` BUILDING •,,, X720 S " .• .. �rlr . ,• PII m:.'�a....44 i • . . : PARKING SPACE Portland, OR 97219 t.0. I �!C€�1 .14. � -c TY f� a.�.�.�i�'' .410 ''.:•...:; ;I HANDICAPPED PARK .,'�L f �I '� a. •.. .�a '� _ AUDITORIUM T(503)-419-2500 1►; C ! • - - -- -_ + � • , .,• „ :' PROPOSED P • n ' . r : -- ►+a,_;>.� As. ., ® ■ M. PEDESTRIAN CROSSING Irl _ "� ; ` ►Oi ►1t L c P.4440414.4, ,, i STRUCTURAL ENGINEER I ::,J TYP. . • h •• _ < _ nrmmrn',mmtnrr ni�firfi�nrl; ,, , , ., , ,,,: , .rr1 ,: l „ ••ea••� 4 �. ~: •:��1�� t� d'p • � Catena Engineers • a nll15,-,,llll,�ruuui ,„:„,,.lillll,,..,. I , L+►fD.b. J •*. �' ! rf • C C ��► 3 COVERED ir ►��►�.�.�.�d�<r ` ' 14 9500 NE Irving 5t., Suite 412 7.5 TYP ►�® ►oo.,..•,a � �e • CONSTRUCTION NOTES '. fL+ C 4nv C (COMPAC r�� •-• •- •_- SPACES 10 COVERED ►•.e,ao,ai / !E r . r t t .. Portland, OR 97232 4 C 7LIa G 15.5'TYP. ' ... SPACES 31.D°/ ® ► ' .: I "'!� T 503)-467-4980 n LI° ':': "160''. -` ®14 UNCOVERED s �� 1 INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL N0.2 ON SHEET C5.03. ` C C (STANDARD) _ r_ _ / / * 1 t 0 EN LOADING2g SPACES MECHANICAL ELECTRICAL & SEE KITCHEN 2 INSTALL fi STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL N0.125 ON SHEET *s•.' .. a e, " '1 PLUMBING ENGINEER ` C ofl C ► ZONE ENLARGEMENT ,---- .147, 0�I, 4..;.'.a.. : a. .: •R ., ' , 1 C 500 CI', + ' ��'�� Ir`. • 12 COVERED �� ® ON SHEET C2.01 ''. ., -._- -. `.:.�e`::::4:•...' `Ia COVERED ,5 C5.00. h, • ,o ,. Glumac '� SPACES j �.. �� - / rr~ r �' ;,. BIKE RACKS ►,; 900 SW Fifth Ave-, Suite 1600 41\ • :oo . ooa°°.ice �- �' i 3 INSTALL MOUNTABLE CURB.SEE DETAIL NO. 1 ON SHEET 05.00. C °° n • •• n0°ava r;,� 1 / NORTHING:9716.76 :::..,..t . u •a`-` i�\ (32 SPACES) Portland, OR 97204 _ _ °° 13.5`TYP. ® `� r� �.... ... C 5°a A 13 °°°°°4 := I / EASTING: 10532.46 '`• +e' 4 PAINT 4"WHITE PARKING LOT STRIPING WITH A MINIMUM OF TWO COATS OF PAINT. T(503)-227 5280 °° (COMPACT) � , °°v...�fj �f Val -'� • 1111:74:..:',11,4,:il.:.,,,,,,,I,c;:fi� l 'i._ C ]oCH.5 TYP;• °00000lj r.- °� I L y - aa 'I - a°°a°°°aaop°°°ao - - - - - �I / ll '' DIMENSIONS PER PLAN. FOOD SERVICE CONSULTANT - -- G D❑ C (STANDA"/f vOvvvvvvvvl�avOvv - `9�' ��: ti �', I f a% '� #900 :f. C rr'lit . �oa00000000.00000 _'.' :�•i `(��li�tl%� � I / �1�� \ �, �o� ; 5CONFORM TO EXISTING ASPHALT GRADES.kNSTALL EXPANSION J01NT AT EDGE OF EXISTINGWebb Foodservice Design + n ( G •a° Y -. n•a•°• i.. \•.�1' \, �Illi� r /< C I oo C ©TYP : : . m I. ��'!>f��lll� a l� l�l�,� �' I \ a L. ASPHALT. 3700 SE Lafayette Ct. 0o R3.D' S� � ! 'll�,� •''� \ Portland, OR 97202 G aq. C I` •�;' �� •.�" 6 NOT USED.R5.0 go:: TYP. ; ��r� � � �I �� \ 90.Oa TIGARDIT(503}-236-$566 o.• �IV 1 �i%F '`��. ,moo 5EE COURTYARD t \►�; �i11l4�X1 �+^ a°°°o`` 1 ' 7 CONSTRUCT LIGHT CONCRETE PAVEMENT SECTION PER DETAIL N0.6 ON SHEET C5.01. ACOUSTIC &AV CONSULTANT P ,ice- A: 1 • ' ��wi o°000 ENLARGEMENT ON HIGHS HOOLr� V f. bav°aa. I SHEET C2.01 \ " $ PAINT NEW ACCESSIBLE PARKING SYMBOL WITH A MINIMUM OF TWO COATS OF PAINT PER; aaa°• The Greenbusch Group . a �: .- " R5-0 R28.0 I !� I� DnDD I \ �''� DETAIL NOS. 1 AND 2 ON SHEET C5.01. INSTALL ADA SIGNAGE PER DETAIL NOS.3,4,AND 5'•. ,`r TYP. 28.0' - R28.0' B °°a000v. .•,r 1900 W. Nickerson St., Suite 201 �' 30.0' © 10 TYP. I d I \ , \ .:�f TYP• fP o�a°. \ ` ,*4 ON SHEET C5.01. Seattle, WA 98119 !- I iii - f - R6R4.5' �'.:. f. I \\ � T 206-378 0569 1 w I 1,,.<.�, (CAFETERIA) 19 I INSTALL CONCRETE CROSSWALK WITH SCORING PATTERN.SEE IMPACT SLAB DETAIL N0.3 )AR4.0' --'R28.0 � .�. ON SHEET C5.03.PAINT CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. 28.0` G C 28.0' - R4.0' 9.0' 28.D' EXISTING \ , �y \�* COST CONSULTANT cc TP(P- C TYP. TYP:; : : > •: BUILDING \ 4, �•:r'; Construction Focus rzWO 9-D ' 4 TYP' '-'_- -. - � � .,r MAIN GYM) \ °e• ;' '•' 10 INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL N0,3 ON SHEET C5.03.PAINT 740 Almaden St. • Ii • CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. ca •f c I I 5 UNCOVERED \ .•. � �` Eugene, OR 97402 I ; c m C C �� ®SPACES \ . T 541-686-2031 ,y' �, r - - :� :; +�.' , . \ 11 INSTALL NEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET w a db I _ \ a: ti `:''i• .. ■ C5.03. a �' 13.5' 13.5' o0 13.5' 15.5' ' 15.5' 15.5' •:••••±•:•±. UPPER BUILDING FACE \ '�' .'. i iP TYP. TYP. C ,N a C TYP. TYP 15.5' 15.5 TYP. TYP. - - - . .'.'.'"'" ,:` Y \'''•cr � G LIa _ 260!" / " "-"•" - ,. 12 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE.SEE DETAIL NO.4 ON SHEET °n P. TYP. , • r ti C C 28,# • • . lir / \ -.-.•';: \ `;. C5.03. ,LID _ X \ _. • _ TYP. '' " f \ d' ;asp © : : ' al ;: C a9a 10 TYP' R5.0' _ , : " A / 13 f INSTALL BICYCLE PARKING PER.SEE DETAIL NO. 1 ON SHEET C5.03. 0 ulyn C - - 55' 30°. \ // ./..." . _ _ • < _ EXISTING �y r - C ` '.'. °° \ / / • BUILDING 14 CONFORM TO EXISTING SIDEWALK GRADES. INSTALL EXPANSION JOINT AT EDGE OF I ai�'w' !. _ LLQ talEr I° •*'. a�� LI-U � 1r,i"A:in --TMP a \ / - •• •. ' ' G C / EXISTING SIDEWALK. r: I z 40 UNC ERE _ • _ • '' . _ ;w C C R3.0' w __ • $ ,PACES j°o: \\� / --- c•-•: / < r. _ C 2 TYP. C • C TYP. " • • �'� - B- d ` // °ao -• ,:,.-:- :\:. 15 CONFORM TO EXISTING CURB GRADES. INSTALL EXPANSION JOINT AT EDGE OF EXISTING C G+ C 131 -- - �-b �� \ -. SIDEWALK. x - •',. C _ _� i�Ol r : �'�11 \ /� � °� ` OT -. w C - �� r� `r�� ;�+ �/ i/ � " - - " `Plit 27 INSTALL WELDED WIRE FENCE,B'HT.,3"POST,SEE DETAIL 3,SHEET C5.D2 AB 7 :_ C c C v 8.5'TYP• : : :': ��.'''r'� �� / / :+:i:- �� MFR:OMEGA FENCE SYSTEMS �� Cardno )0 C ��"�' , �!' i/ .` / STYLE:OMEGA ARCHITECTURAL i!I C " " " ` ©1�y /'' _ - COLOR:BLACK PORTLAND �- "- 9 C °°' {'. `.""` ,� \ f1ll �'_ / `,`- " - - ' "1 fi72(15W MACADAM AVE,STE 2aQ POR71AN0,OR 9T219 C ao: ill18.5 TYP. ` �► SEE SPORTS PLAZA " _ _ _ _ TEL(503)419.2500 FAX(503�419-2600 R4.0' �� f,�� -• • • : 2$ INSTALL WELDED WIRE SINGLE SWING GATE,8'HT.,4'WIDE,SEE DETAIL 4,SHEET C5.02 C as• C ENLARGEMENT ON MFR:OMEGA FENCE SYSTEMSwww cardno cam .0. .. �;• ;C ODDC C �� © �'��1�� r�� f7► F SHEET C2.01 r •`< _ - - • < ;'.f �,� STYLE: PANIC HARDWARE OPTION a C ODD C 1 � �� 0�� . • •rr. C • „it/ .\.. • _ {�cjF Q l • noO C -• -!�` mi....•.I : 1 7. 1.- ...-..:7., ri.�"f., . • \• �+• - ' ` i lib . ODD 000 . • OLIO � fi R - � �� : :�`\\ n ' e� ' C•\\��C} `' BIKE PARKING COUNT 090, , r .� p J / 1., C R3.9' C N.., C ... .. 40 �\ \� ".161369 .• I I L II I .'_'. < \ � • g� EXISTING BIKE PARKING i _. " COVERED 32* SW MARTHA SP 4,17 smi R5.0' R55.0' ' .`- - _`_"."." �.•.". �\ / '` UNCOVERED 20** -- I . ., f' .' • : - _ - • . - - : �� f ♦ ' cP * :.1 1 TOTAL 52 \ ` PROPOSED BIKE PARKING :+.r., I . y... .'.'<'.".` r'ann: - - - ill" r \ COVERED 65 �, f I o o :►' " '' • -"I /'\ :$.°° ��' '�� G \ PROPOSED ----- 33 TIGARD TUALATIN SCHOOL DISTRICT - � �. � / \ :o°�• ° � \� PRESERVED ------32 Q 822.1 ". / �G l �� R28.5' m r. ,,. 1 I,,,, \ SSI c.'�\�' UNCOVERED - 45 TIGARD HIGH :.,.„..,„. A ' .- - - _ I' \ %. A. // \\ 1� '�, 40401, P1 ` \\\ \ '�\ TOTAL 11 I •--. 1 \� ..... \ '�, \S�\�`•. �, Under breezeway to auditorium SCHOOL 1 .j. O'�� Co 1. - - _ - _ I / / ,f q � Off\�E r On parking island in west parking lot , . . . • I = MODERNIZATION OTVP m iS I J EXISTINGt. ��5� ! , . BUILDINGiii 4~ p� \�� TYP v .1 • \py GP. )0 ILI I �' - � (AUTO SHOP) g,, ,.. I"„•v�' j " Mr �� 0 Ir 9000 SW DURHAM RD. • + \\tt : . f" f TIGARD, OR. 97224 lik 1 �\\\-G '�� JOB NO: 1fi992.00 , s `\BGG A © r � RTS � TTr,I.• ra F 4AMP. \ \� ` 1 17,7s"' i � ISSUE DATE: JUNE 19, 2018 �' llzlir P r"-/ - R'C R.C.W. t� / '' + 7 Jurisdiction Stamp Area Viitii --------- . I 30.0 / • �r , ri 1 1 HAIL _ -amSD k�' { R.O.W. �� /� ✓ I i IHIiH , I ti Fir. .:• - ___1 0 r C3 -- 41 ,� :. W * x1111k .I ' .a�� I _{ < LLL - �`� " �le r , o --...n o0°...r: ` �' Z I �._ " i , >i,..�s _ _ a _ .•i I• ct SITE PLAN "**. O 1 'h II> •oaa � •• •� � oI WW1:IL • Ct SCALE: "=40' + , L.L. C2 •OO 40' 20' 0 40' KEY MAP 0 SCALE: 1"=400' PROPOSED LEGEND ..._ -RIGHT-OF-WAY ADJUSTMENT - - -PUBLIC UTILITY EASEMENT(PUE) basse tti/ 5.9' / EXISTING STRIPING NEW COMMONS � . fr� : CLASSROOMS -CURB LINE architects - ❑ ■ W ■ 0 ■• 5 ,, AC PAVEMENT SURFACE \ - 9'5' /,.� :. \c ' •. W W W if HEAVY AC PAVEMENT SURFACE 721 NW 9TH Ave, Suite 350 „AI•. , o,- • •.' .• w 16.6. w , 0, •r -CONCRETE PAVEMENT Portland, Oregon 97209 q, ,�.'zt• '• .- °-- 1, W W W W }� T (206) 340 9500 F (206) 340 9519 ` HEAVY CONCRETE PAVEMENT i :4 / W W w• ' •� _ w W w W . •••+-•I -LANDSCAPE AREA ` w 0000009 -STORMWATER FACILITY CIVIL ENGINEER & LANDSCAPE '' - • - W W -v W ■ ■ 000000❑ ... El; A. .\,+ 000000❑ W W .. W W W W �'F 0000000 ■ 7-,3 • 'l1 • W W W .1., W w W W ' ■ 1. 4 n ■ ► a . _ � . . W 46.5' W w w w W W . Cardno ❑ . ° ° w w W W W W w W ' ❑ ■+\' "/ ADA ACCESS AREA 6720 SW Macadam Ave Suite 200, ' ■ w W W W W W W W - 4-- 18.6' W ■ . 68 7' -HANDICAPPED PARKING SPACE Portland, OR 97219 ° . 1 NORTH CLASSROOM WING ❑ w T (503)-419-2500 ❑ I d 4. W W w W W W W w w W v ■ 11. ■ ■ -PROPOSED PEDESTRIAN CROSSING • • 23.4' W W W W W W 83.3' W w ❑ STRUCTURAL ENGINEER o . yA 1 1/) l+ 11 O'/1 1 /1 J)(1 • Q w I. Catena Engineers 0 °' 1 'I 1 I 1 111111 f 1!'!M•-'Y-FYTT•� 11 111! '' ! v ■ �•J W w v w .✓ a.. ■ ❑ - .�- W W W w W w w W ° ' W w W ., �.' .,d - KITCHEN ' ° 1500 NE Irving St., Suite 412 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . n ° e f \ ■. w W W 3.3.4 W w w W W ■ ■ . . . ❑ ❑ ❑ ❑ ❑ ❑ ❑ W W `: -' n ■ • I - ,. W w w W W •- v W w W w • ❑ CONSTRUCTION NOTES Portland, OR 97232 Q❑ ❑ ❑ ❑ ❑ ❑ n ❑ nQ W w w ° J . �ow `,p �� • ■,,,o .i. w 4/ w - , w w w \ : 7 (503)-467-4980 O ❑ ❑ ❑ 0 ❑ 0 ❑ 0 ❑ 0 W w \ 1 �� 20 i� �� ` W .i, W W W W w 4: ■ I. 00000000000 w ,,- '4,0„.., �� ii 1 _ �v. W W w W W w a • ❑ 1 INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL NO. ON SHEET C5.03. MECHANICAL ELECTRICAL & ❑ 00000000 ❑ a, ,\ 1dwW5.5' + \til, �� l�l �J,' ° 4'0 w wwwWwwwwwW • wwWw 4 a '� 2 INSTALL 6"STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL NO- 125 ON SHEET PLUMBING ENGINEER � • �� `��. �.IaInp �`ri�:. ` ' ,� 9.3' S.O, w ., w W W w �- ' W .� ' ° � _ 65.00. GlUmac 16 4q .. 19 T . ! w W w w W . . i 7 900 SW Fifth Ave-, Suite 1600 W w w 11,11; ' �� I h, , i �• W W W W �� 7 CONSTRUCT LIGHT CONCRETE PAVEMENT SECTION PER DETAIL N0,6 ON SHEET C5.01. Portland, OR 97204 W1(6 25,0' a ` �� 90.0° i X12.0'8 m W � ♦ .tJ�. - m ',_,�-_,( ° �� / ❑ w w w W W W W W W W . , T (503)-227-5280 r 44 •� �• * w W W W w W EXISTING 10 INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL NO,3 ON SHEET C5.03. PAINT W W WA. /�' �� • © ' • ❑ W wEl W Q'! - `� W BUILDING CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. FOOD SERVICE CONSULTANT Wt 12.0' • 00001.• ❑ ' . /1! ■ ❑ W w w w w w * * Webb Foodservice Design ® ® d 0 ■ �. ❑ ❑ ❑ ❑ a Q \ ❑ 50.5',, W W w w 21.1' W 11 CONSTRUCT ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET 3700 SE Lafayette Ct. ilit, • �� Portland, OR 97202 ' C5.03. ' . ■ 0000 ❑ ■ - ■ ■ W W �, W �•� 20.�' w w 6.0' 59.6' .'�'. ' 1210' . ❑ ❑ ❑ ❑ Q Q � ❑ P. � ❑ W w w W W W W W W w �' , T (503)-236-8566 ❑ ❑ ❑ ❑ ❑ ■ . ❑ ■ w W W W W 0 14 CONFORM TO EXISTING SIDEWALK GRADES. INSTALL EXPANSION JOINT AT EDGE OF • ❑ •❑ ❑ 0 0 0 , NEW ATHLETICS , ❑ , W W W W w EXISTING SIDEWALK. 29 p• 4 21,3 ACOUSTIC &AV CONSULTANT D . . ' ❑ • The Greenbusch ch Group . 16 CONSTRUCT SCREENING WALL PER ARCHITECTURAL PLANS.RELOCATE TWO EXISTING • ❑ ❑ ❑ ■ ❑ ❑ OLD GYM ❑ � ■ ❑ ❑ ❑ ❑ ., ❑ ■ \ ii,,, w W w W W W W W LIDDED RECYCLING CONTAINERS TO EAST SIDE OF SCREENING WALL. 1900 W. Nickerson St., Suite 201 Seattle, WA 38119 10 � ❑, Or ❑ '' (PRESERVED) W w W W W W W A.ir T 206-378-056914/�eb-111 •/ W w w W w W w W W 17 PGE VAULT WITH TRANSFORMER MOUNTED ABOVE PER ELECTRICAL PLANS- W W w W W w w if 18 GENERATOR PER ELECTRICAL PLANS. COST CONSULTANT T�W1 3 - Construction Focus Ww a : .v w v .L w w w w a • 19 RELOCATE EXISTING TRASH COMPACTOR. 740 AlmadenSt w 'f at v w v 13.7' Ji! Eugene, OR 97402° 1 ' ° 20 INSTALL REMOVABLE BOLLARDS.SEE DETAIL NO. 1 ON SHEET C5.03. T 541-686-2031 'II - w w W w . 50.4' - a a I • \ ' 21 NOT USED. LOADING ZONE ENLARGEMENT •. 8 .- 11,2° d -•• . ...\ W W /�� . 1 °• 22 PLACE PRESERVED"KAUTZKY PLAZA"MONUMENT BOULDER IN LANDSCAPED AREA.ORIENT SCALE: 1"=20' • . ' SO BOTH PLAQUES ARE VISIBLE FROM STAIRS. ° ° y ♦ a '% 23 INSTALL CHAIN LINK FENCE AND GATES.SEE DETAIL NO.2 ON SHEET C5.03. 20' 10' 0 20' - . \ �,/ 4. �� ,, �++ , ° 24 PROTECT EXISTING MEMORIAL STAIRS IN PLACE DURING CONSTRUCTION. 4 ° �° -25 PROTECT EXISTING SCOREBOARD FOOTINGS IN PLACE DURING CONSTRUCTION. NEW ART ROOMS - 441 f 26 INSTALL SEGMENTED KEYSTONE RETAINING WALL AROUND EXISTING VAULT AS NEEDED BASED ON GRADING BETWEEN NEW FIRE LANE AND FENCE AT FIELD. ••• (or) Camino 4 .• PORTLAND 1 f 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX:(503)419-2800 www merino corn COURTYARD ENLARGEMENT SCALE: 1"=20' AO I___IIIIMInnlINIIMIN011111111111 ..:: - w W irts, -.- f -m, ,- 4r-- , ' R110.0' -� , 20' 10' 0 20' 4i,..d \\ 4ik • � n WY ° W W w �° ®i ' 0 411 P®� S f •- 7 • • 4/ it, w W \ W. W \aNV EW W iN. ' _ 4 , \ d W W W Ilik wW W \ N. BUILD BUILDING 3,A _ . s 1'd - . 6.k aa . • " .♦ 1 - � e W w W w W w W Ww22 W .4 : 1N�0. W W W W W }W W W W W W W W W 20 W W W\\ AP W 1/ R87.0' 1 W W W W W W W w 4. W W W 4. W W W * w W -.4 •4 • •d _ , \ \ _ g• +' NI. W W. W W 4. 4. 4. W w W W 4/ W W W w W 4, 7TIGARD TUALATIN SCHOOL DISTRICT Ani. , . W w W W W W W w W W W W W Y W W w " 1. A.♦ W W W * W W W W W W W W W w w wW ' frilliiir f °: WWWW WW WWW W WW WW WW wWW W WW WW WW wW W W W W W W W w W W i : , .. W I l' i , I W ® 1, .` WW 1IG1L\R[) W W -.. -. _... . -- ---_ - - w- W Ww W •Wv W WW W WW WW Ww wW OWW Ww WW wW WW, r W w .v _. �.\ W\ I-IIGI--I . r ..• , • w W W W W W W W W W W - W W W W W w W W W W��. • '� W - --- 3�5:Milk v W W W W w W W W 27.2 \ \ W \ \ • W\ N. W SCHOOL MODERNIZATION W W W W W W W W W W°1Y - W w W W w --_ - � _ W W W W W W W W w W W `Y \ \ W _ w NV W W W W W W • 1111 W W W ♦ .:_:=_:_� _�=rte =` ==r_,:==_====v ® END \ w v w W \ 9000 SW DURHAM RD. EXISTING w w w W •26 W W 4. i, ,Sa TIGARD, OR. 97224 • - ' I ; BLOCK WALL . . • ' w w W W W W w w .'w,� W w W 16992.00 .7 ® TURF FIELD a W W W w W W W W - JUNE 1 01$ISUEDATE. ♦ \ Jurisdiction Stamp Area f•a W \ . FOOTBALL FIELD '4., NV4, NV wwwwWWw � 4 r� � i, 13 J . W W W W W W w \ _ N i Z \` W W W W W W W :-C o ! 0 �� i IIy ; \ , - \I, 7 ° • -•: - I6.' '' - I :.�, .* "* •k �� *�_ SITE PLAN START 23 ill .L ,�-_ _ u_LIJ ENLARGEMENTS w SPORTS PLAZA ENLARGEMENT I Et Il SCALE: 1"=20' o_°° -a"4° •° ••�••"_ .. 1 J Et I O - 20' 10' 0 20' '1` , LL __ C2O1 I KEY MAP II) SCALE: 1'=400' 6v I : . '•• I i E I I I I r �..: 11.1• ,�� _esa II A. x_04 ��yy "� == _ _ _ q%• �� L,. PROPOSED LEGEND a[■.:.---' ----- --- -� n -Gl. ',''' •t - _ •�� III. ..- I ` .r - - T - �•. • -- "/ .'..._.._,S3 -- - - '-- '-- - - -Ii•,./� �qr ti •:...41.1,.. "t�r... • ••`-•-.8.-D___ ,�y� • :4V f c� - :�_ (cpp .I ,. �" :'�I'�i,r a _.r. . .. fQ .fIJ.� •�. 1 .1' - - "' _ .a .0 1- * s � ..- - =,:"�.•'�� -' -- � - - � �� _ .. 5�- 5� --- � 5� . �._- - - ---_-• _- -STRIPING -jar >.r _ - ' ' ` ..._._ I , �•i �. r^- G G G SEE SW DURHAM RD c 11 G G G G G G G G G G G G r e CURB LINE DRIVEWAY ENLARGEMENT -1:94.----::-.72:::-,-' :a� bassetti/ _ _ -_ _ /SW DURHAM RD _ '; _ \_ p -EXISTING MAJOR CONTOUR ! __ - _ ON SHEET C3A9 . . , _ - �_ - - IA' -EXISTING MINOR CONTOUR architects i 2 0.0 � Od, 19$ 1 i97 (195.6) (195.Q) (994.3) (193.7) '�� (193.7) f � •- ,tc ( ) --2 -10'4Jm' 550 -PROPOSED MAJOR CONTOUR ' _ _ -R- - - -. • n �@ _ lf+ °� �. t ),- - _ r' SP 'r rug �n n°: ".. %�I •I • mo;: I E ) ) 549 PROPOSED MINOR CONTOUR o • T 80 �� s = c»Z00` !IMO try W �• .•' ' W ;III' ',..1 W ------# W J430 yy 13 � y3. y - •'�iJ� ;{ %s �11. • 1I. f ��') LIGHT DUTY AC PAVEMENT SURFACE :`s, ., !rii�S - - .,- - - �1�',; +. _ . 721 NW 9TH Ave, Suite 350 �[.`' . • 111 Ir 3 I ,4� _ ,T�' J -� - HEAVYASPHALT Oregon 97209 'i" 1 1 1 f. - _ �i I -. �. ` ..�r,1� PAVEMENT SURFACE Portland, , • • 0 , � ar?►y • • . . . . . . . . . . . . . ..'.'. - ( ) 340 9500 F (206) 340 9519 -1_ r pp :� 7 2 6 �+ ►I f :�! 1 .i vim;,., iw3.79 70:194.44 TC:T % >, -CONCRETE PAVEMENT .. 1I�IMl,uuhilatrla uy r $ BC: 93.94 BC:199.6 0 BC-198.50 \9 60:193.78 �° F" • 79 7 .; ,+, C 2 }0.2 •Si -i s !r► .� ~ : •C:1, .08 ,� ' • ►,: F � ° 19 j ° ° 70:193.55 T o.193.0 _°o ► TC. ••2. 4 .,". ,e •ADA ACCESS AREA �C.1.}9:7 70:19$.88 '� -: 95.57 , I �� -n 1 0.610 TR11.9.21:3:6"1-411.7. ': ;.fI 70:199.1• 60:197.99 70:196.760:195.07 �9 /:0:1900y'• r �, �_ ,;� �; -HANDICAPPEDPARKINGSPACEIVILNGINEER & LANDSCAPE -: ' I BC:19$ :4g =� 70:195.94 � - ," � � - r. - o� � 70:193.001° •,▪ �: ;oI_ cn • e70:198.69 I S , . . ?-f -( ,; - >s'o�+ao�.:•-41 A �.°� BC:19 _ .. ,�.- ,. ur„.. __ _y; _ .,. pc*o< _oo*w. ;, .�. BC:193.07 ° ardno`" I r,g5 ' • a\° :0:1.3-71 s��. <y1 � ;'� EXISTING n -HANDICAPPED PARKING SIGN 6720 SW Macadam Ave Suite 200, BC 197..� r�' ,. � � ,.- _ _ _ . .-._ . ..., ��ir • - --c, Fps 4 �' - �.. _ - �� ;� Portland OR 97219 - .998.88 - '�`: '�. �_ � �`r~� I cy 70'19365 ' •c• 70:193.12 +�, '' :{�� `�« • BUILDING ti r - � • ` •, B ►oos . w., .. •,.. ,. .: , . %� '. (AUDITORIUM) �'�> T 503 -419-2500 �. Igi, ce.. _eai:.,r7 .,. _ 70:550.00 { ) •, ;. -.0.19$.38 -. -.44.0.. . . �'�! ` . y . I ..An_: ._< .« . / � PROPOSED TOPiBOTTOM OF CURB - ' _ TC'197.43 R .' 70.196.45 TC.194.•, I,:-_,..f... ;.--..")1**--..' 0 a ; � TO Afi. :�:. .l B '549 5 ' . ' - - BC:195.9 I- : • -', - - - - - •. I _ ,,►..:.:o:o TO 1'92:. I` .-y.9 .,' c BC:196.9 'JS� .-,x- --- - . BC-1g . 7 1 f, STRUCTURAL ENGINEER .::e.,c; :1 j A , , z ! 1177?TIt11Mili wirlim ilF71111171111171itinnimitoluirlhilmlgrl/�.�litomtimillrll� oar`►►�_ -,,-„, 192.6,v) r �" r , •\ 55j0•00 TC:19%.89 ' TC:195. -. _•. - _ .= - , iiiii teiis cr. /,..):�o*ems- limn - .I " • ► 1 �� PROPOSED SPOT ELEVATION •• �� (�9s.$) so• �r Catena Engineers s - I T 98.62 C rxrnrrnwriirrururruuwrr miff rufu ,. - I o•►oodjsil, u•• �• '' �, BC:195 8 IIS 1 �o►o �� '% ' :19$.12 BC:1'8.39 _ - I _ "o�000 to R1 �. �� a®`�r1� • ''��p r�, 2'0� PROPOSED SLOPE 1500 NE Irving St., Suite 412 '0:197.07• TC',ti• 7� '� '- - -:-....... - _ :goo.+e _ (193.6) 'M Portland, OR 97232 g� - ►t_•. t' y ti ,• ,,. 550.00- '' o60:196.57 B'x9620 _ , I * '�' �r ! 1 "; ( ) -EXkSTING SPOT ELEVATION T(5D3) 467 49$0 ::4 ':r 70:198.50jit4,.--: �yI I FE=1940 FFE=194.0 • . tt" °{2.0/°) ' _ °� o ` i .h. �� ' 194.Ef0 EXISTING SLOPE--:: MECHANICAL ELECTRICAL & � .. •(196.2 o p3 'jI .. at ��._\J �,, i Y'4.. ...-1--•••••.:1-....1•:‘'',01 %, '`'*, f PLUMBING ENGINEER I1 a �,, 4- • Mini• ?� 3 n > °' ♦ COVERED lyl �o o a - _ T�:193.95.' 1" r ►' ��' BIKE RACKS '!r. 1 _ o ' _ 70:193.91 ►,, �'. 11 7.. -\,-_ •,�., ► .• 900 SW Fifth Ave_, Suite 1600 (+ ^°� T °°qa BC:193.45; o - e1•• •, • ❑°°°°❑ p u • (32 SPACES) Portland, OR 97204 w • I ° I ooa. 60:193.41 F 40 A. a' - i - T(503)-227-5280 r T . 7 � lo,-: 0:194.92 � - 000aon 1�� , RA1 � - ,,. "; :186.0 . . 70:193.87 . t :V -•` <R.*" FOOD SERVICE CONSULTANT N �u¢r 70:195.6 I • - - ❑a 'a. nonuo _� / •1�a,r •i i I "' 70:196.7- BC:195. ^°°70:194.18 ! [' _93.40' •4$ , �l+' 60:193.37 J�` �� #900 s i; '-• nn.' ' B :1 7 AC=92.90, -oft ,�� IlI�lI \ • � , -'' Webb Foodservice Design c � �I co v BC:19 ':6 '193.92 ` C 936 r ".`. . IMI ✓ :< . g I mac- et• a' " �° R193.0$ \� IIIl, ill Y 3700 SE Lafayette Ct- fC:19o. 1 `.r 11� , ^ 1• �` ;1• -� Q �1�� ► FFE=194.0 \ Portland, OR 97202 t :195.764(1C:1194.187 TC:193.85 '\ 3C:196-'0 _- :C:195.25 BC:194.7q BC:193.3:• .- `O %'� \ ' T{503)-236-8566 �'M_ r \ TIGARD •• ;,' '�� +®��1%�1 =�9 ."� ' \ SEE COURTYARD 4-{ OL ir. ; • (1�.2) • •= fisted turn-i� 3 L i9,- :0:193 ..-i \ ENLARGEMENT ON HIGH SC O ' �� IRI lLT�d]", I �► '� ' \ ACOUSTIC & AV CONSULTANT - -'"- \ SHEET 03.01 I G:195:50 - -"' • - TC:193.• : Mrqk rn 70:193.75 :� 60:192.61 � The Greenbusch Grou ►'a �+ TC:19'4 ° 70:193.39 0.3° r BC:193.25 \ ' '►;•�, P I 1 .1:1.-....., . ',1 : I BC:195.00 0:194.94 BC:19 8 71.5/° BC:19 19 ��BC:192.47 \ . ..1\111;„..4‘741'.' rte., 1900 W. Nickerson St., Suite 201 • ., 4 I 1-0194.00 BC:192.89 \ �.'. 60:194.44 \ Seattle,WA 98119 ("1 -5.8) I'.4+: - TC:196.5: TC' 94.93 60:193.50 TC:1^.2.57 0:192.80 \ \ a I ♦. � \ ��\ �.o� (CAFETERIA) - a 0 l �{ :,:,192.31 70:193.20 !' .� , �. ,, • $0:195::2 _ S :194:44 BC 1 2,60 T 206 378 0569 ) -- rim% �. W _ -. 9 ' • . ,. :193.17 4 1 \ s��r ''' COST CONSULTANT 1095 -z '! - wr •:195.71 _I,` 1 ° 70:193.03 EXISTING \ ' .,r '.� �a *'. 70:194.64 TC' •4.14 �i. BUILDING 0:19 .21 �/ TC:19 60:193.20 \ R ^'� Construction Focus _ 1 apt, . . 5 •- BC:194.19 B' :193.79 t�2/ \, ay��t _ (MAIN GYM) \ 6°' 0 , ''.. 740 Almaden St. I BC 1„ 0: r ° FFE-194.0 r • 70:194.74 TC:193-77 70:192.25 o TC:19' 91 \ • �, :. • Eugene, OR 97402 ;' t II 60:194.39 a • 80:193.43 60:192.22 BC:192 • • \ ......, " w • T 541-686-2031 LI A' r . R19_ ,. _ - _ .^a '� • FE=194.0 \ .< • • - ,�.�. II �� 00 0 TC:193.9 _ .. R191.77 - \ u • �• TC:1 - °�° j 7 :192.82 f, 193.92 UPPER BUILDING FACE !�� •'.'3_ a �•✓'. ao;: BC:193. '. BC:192.� B� 192.32 \ C�1' `. . . .'.'. 9b , . r TC:1' .97 o° R19 .62Illt _ TC:193.37 . -_ 1,2BC:192. -• • T" ��.��', '; I,' °° 80:192.$7 ....• \ - .,� •!, , , • TC:19 .99 .; TC:193.01 . ., �' w.r FFE i \ -. .• • - d 0,40,,VIII:-?.' r BC:1=2.48 .' BC:192.5 `' 19 _ RI-92- ' 94.0 : / j`Di3` /'r- -. • TC:192. - . .43: . - 10 • , { • „1 \ , ,� 1�? EXISTING `• : ems ^^{{• c� . _ . . . Com'.,.�19�2�.3�9��' :/{. ani rn \ , i BUILDING .f ', •I r ' erh. .. iR, .�•• _ 1 E f L I 1 l rl�/�1. -_ I , °'],- \ // _ �, „°�,-_ _• ,a . �•^y . R�4.3 F - , . • C:193.86 • ^ :193.44 yI TC:192.05 • i+lik.�t. i.; • -•TC:.93.51 ;•• ,I� . \ / '-'-' :tg�l_'_ \ ► 1. •ilfr • BC:193.45 - •1' - BC:192.05 • + a .•.-.-_-.- ` `•,' 8C'192 4$ QE '9 13 SEE SPORTS PLAZA . '. .'V'V"V \\�\\� I 70:193.50 70:193.1 TC:1 2. 9 .iY \ ��' ��\° &ADA FIRE/ANE ° . At TC:193.62: 60:193.16 ..,A :1. 5 J; `�j> '� lot,� ��' \ ( ENLARGEMENT ON •�_,. xr :192.. 4 DT u • BC:193.15 _ TC:192.67 r /:191.94' • ; 7• tc f� +�� FFE=1 p / SHEET C3.01 :. . 80:192.19 S �1s ► y / - . AB 3 : - ""s;" -•- - g�C_191.88 ,. i _ L _ 2 - - - ',, 9'2.96 \ , ,l,i - - - .. • \‘.01, A _ . . • • ��® �� Caren p �` _ �c ' ti ,ft AL j��11► �'' �' I �°P . _. / �� '`�' '� . ',y.'. �E `� �' ,. 1$g PORTLAN D a I - � � f � fir' 111/11 - _ f� ` SW MACADAMAVESTE 200 PORTLAND, 97219 n2 o` '�� ®��`�� ',/'' f TEL(503)419-2500 17 FAX(503)419-2600 0 1 ` / irryawaliw err"',W,/tilt / I 6 OR \* T' .193.22 on4.291.061 +. • -0.192.72 an I _ de M W *� \4' , I -'-'_' 1 �,� I ` ° '.' - �, ��,� �� ,. ,,fir I 1/ `---' • - v � TC:192. ,I 4 ��41®90�t��;;;t 41_W, -, I _ .c-,';)* r BC-192 4 I 'I }} -` 70.992.43 • 411: 2�, • , -' 0 '®1,zezr g ,t I aer G + 2 -- 1+- BC:192.92 . I - 9 ^� 1 ..• 9 �� t ,. ` ;�� . , , \� G S :��s • ` ; I � �11• . . . . . - . . . . . 1 linty� \-'' '' ..'t\ I I 0,4 k :192.56 �. 1114 D C: 32. 9 60:192.05 C: 3 ._" �r 1 °�; - - T 0: _ `� I 1�+' SW MARTHA 5 BC:-'92. :0:192.1 w; = - - - - - - - - - =- _1188 - _ _ `r .Y. W I L •�- - - J ' � I. ~''a TC: X2.5 s I / • �¢ f I . '\1v. . f N I -`°°• Of TIGARD TUALATIN SCHOOL DISTRICT • `�- 2.3) o cc BLOCK I :v 4.4 G„ p • (4 / .. TURF FIELD WALLi• ,�"�� Grp ` . � \� G 1 TIGARD HIGH �h ';. (1:9:'.0) °� I w - , .`�► ,��`. '��, / , (186. =) Niktkp., 5S1 ` F,��\\moo�_ I ¢; � . ` - '� FFE=187.0 �D� \, „. ,,,,, . _ .a f i, I� , ., FOOTBALL FIELD - - - I FFE-18f,.1 166.08 SCHOOL , ".• CO 1 ,t.; :bfiii INGI - - i-' ;., ;, �.0� O\� . 179 ', w I , 1•/ \•• (gig = -/ = .:.2.'1•• .7p = -, � : �' \��- =a' f' - 14 M o D E R N I ZAT f O N OT 191.4) , (191. .�'_.,;'. •i� I . J. • I EXISTING (18• -IP\� :o♦ ,I '" '` -CONCRETE 2• , • (186.0) ! 4 ;: �" WALL r 1\4 BUILDING p0 0\� • I LD •' ! -�..':`"k 4 - - - -, - .�. ,.,. - J TO SHOP + . \ GP o - `o � .( .�� ., m�cx (188.7) - � 185.20 I. AH (186.9) /111888565;U' TIGARD, OR. 97224 �Q �� ,� O , 9000 SW DURHAM RD. \�k •. • ARTIFICIAL TURF , cV BASEBALL FIELD �. �\. .� \ � _. .,3 FE- .' �QiJ\p,G�r !101 � �� o � JOB NO: 16992.D0 . 7:\\ MP o FFE=1$5.9 �� \ �\� �5 '�' ISSUE DATE: JUNE 19, 2018 186.6 �. - - �.? ). ., : tio) 1 ; .0 - Jurisdiction Stamp Area /o 186 .1 umpL4,17.. _ -i- 1 U - / .._ . , ' ! I{W `'� V tin ' ` _ , ,� •, '- a ' y +, . ou 1� 41 ] gi - = X p r�#�r 0 � I aA A of 1 W I �, 0 UNDERGROUND ACCURACY STATEMENT I $ 0 : I �► ©l. Z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM * .tk.°• ° 1 W 46'- FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE ; ! - �:� - - - =I °° SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND 1 °°m°.. . .. .•••'` •I� LL GRADING PLAN UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHERO *'�� w IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ro .-' I WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE q � U..1 EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE 1 b •� LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION i o P: Er • AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA l'i a°°REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY °°_ ° - . °° °_ _ _ ° - °6 0° O O�O°°° TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE o DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS C3 •°° SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SCALE: 1"=40' J I--L- SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. 40' 20' 0 40' KEY MAP SCALE: 1"=400' _ _ /SSW DURHAM RD _ __------------'------- ---------- bt / 1s4.4e'+ PROPOSED LEGEND (198.1) (197.8) 194.00 b2ccn111 -•198 k i (198.3) (198.1) (197.8}---- -""- (197.5) -STRIPING - . ' •✓ w w . ,'( ww ww ' -CURB LINE architects \ \, n 194.00 194.00 - - - - 550 - EXISTING MAJOR CONTOUR • • • �� w -EXISTING MINOR CONTOUR`� 4 J LI I' p� •: ❑ oD u ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ U FFE=194.1 „ w 40 --1 51131111 SD 30 •• ' ' . - r.•• 0 0 0 C LSD❑ ❑ ❑ ❑ ❑ C1 SD 'e \ 550 PROPOSED MAJOR CONTOUR 721 NW 9TH Ave, Suite 350 5 0/ a w . 4. 4 •.r � � � � � � � � � � � � � � d ) w w ww 549 -PROPOSED MINOR CONTOUR Portland, Oregon 97209 4. . _441 a - w w w" w ....• op w j.... , -• 4 w w w- � 193.98 T (206) 340 9500 F (206) 340 0 951 9 • . y LIGHT DUTY AC PAVEMENT SURFACE== „.„ =- _- . B :198.13' - - -- • ll III • • ° 4 v TC:19$.3$ v 198 79y o- , _. � '°v a - vd " ° a va � .a ° 4 d • dd '� _ -HEAVY ASPHALT PAVEMENT SURFACEoIl H 1. - vodBCa18. 7 ', � - �, d { 0 194.00 \° d • • a - ° aTC::17615 v d Ht.. 4 va'' " wa w w w w ..TC:196.' ✓ 193.98a d 193.79 ° ' CONCRETE PAVEMENT CML ENGINEER & LANDSCAPE�- tC.196.J9' � . w w w .J w �w w w w w w ❑ . ° Cardno_ -- -_ HEAVY CONCRETE PAVEMENT w TC:197.87 ■ ik d- a w w w w w `, w w 6720 SW Macadam Ave Suite 200, WW1 • - j w w y_•_ w d BC.197.37 , ' 1 ,, 4W w w W W w w d W w W `•' ,� Portland, OR 97219TC:196.66 \ \- - W W w w ADA ACCESS AREA T(503)-419-2500 BC:196.16 s ` BC:195.09 L'1 ❑ W w w w a v w w • :Ad • •IIIV - w w w -w w 3.93w 4 cx 17TC:1• • . : . w w w w 193 Iw w w o.• w w w I 193.90 HANDICAPPED PARKING SPACE STRUCTURAL AL EN GINEER TG196.29 TC:196.23 \b. : 9-• BC:195.05 ww w .. w w w w wwww \ w 193.95 -HANDICAPPED PARKING SIGN Catena Engineers- :196.24 BC:196.23 TC:194.57 w w w w w w a 1500 NE Irvin St., Suite 412 A ° . w•`.•.v w / W ; W ° . \__ - -_"-_^ °•._ 4_ t ~ wo w a w ww w W w w ' Portland , OR 97232 2 iiiNi 32Oe �. . d■ , w w w w • w -PROPOSED TOP/BOTTOM OF CURB T(503)-467-4980 i193.86 w w w w w w 193.94 TC:550.Ofl`7s ` '' BC:549.50_ 193 96q wTC:194.95 / q. 550"00 MECHANICAL ELECTRICAL L E CTRI C A L &BC:195.36 t -� }-- j.__ 193.86 w w w w we 9 -PROPOSED SPOT ELEVATION PLUMBING ENGINEER\� \ \\ /Y-- - \ C Ww w w w W w w w w w w 4s iir ° . FFE=194.fl 2.0%oBC:194.50 PROPOSED SLOPE Glumac i ,v3.5 _\ -4)6 � w w ° 9a 191.00 i90 \ (550.00) 900 SW Fifth Ave., Suite 1600�-` 195 C:194.73 w � w EXISTING SPOT ELEVATION-. a � °' g 1`0.40 ` i / 193.96 Portland, OR 972x44a4 d � BC:194.23 g, TC:194.38 d ' (2.0%) T(503)-227-5280o a°TC:15.15° ` �11.11111' g " d ' , . c, d _ � - BC:193.88 wwy190.40 . ❑ w w w �4\ � ./16193.90 EXISTING SLOPE 4 a°C: 95.25 :C:194.75 /I w w �,. w w ---._ --- ■ ` ❑ w w w w w d � � 3.91 FOOD SERVICE CONSULTANT T dod ❑ °e91 1 Webb Foodservice Designal188.90 � ! ~ � I ' . ( ' _ 4- 9 w w �. w w w w w w w w 4., .4, ;195.50w a ~ � e ' a • • v • d1e e e 4 ea4 - \ � L 4- ° aada .a4a ❑ \❑ , w w w d �� 1 g 1_• e ' 3700 SE Lafayette CI. 4. Portland, OR 97202 4,- W W w w w w195 56 i �i w w w w w y w I�rE94.02 \ 111111111111111IIIIIIl11111111111. 1-= '. 188.80 T(5fl3)-236-8566D 6 4. w w 1"90.40 195:50w w _ _✓ www <id 111 �,w195.50 qv -- v w w •., w '9......„... ,k w w w w 1 Uw 4, w opv _i fl w , ww w ww w10.", ACOUSTIC &AV CONSULTANT""�. w w w w w w1i C !. T ,1�48sw 796. w _ -- llllllllllll1111111l11111111111I IIll111I ! 111l 10 r `�81� 39 w ® ° UNDERGROUND ACCURACY STATEMENT The Greenbusch Group ea w w Z95.01 1900 W. Nickerson St., Suite 201, . ❑ ww w . ;� ...fr. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROMw w $ w W 188.35 Seethe,WA 98119a f�194 34 w w 195.5{ - - r ❑ . wFIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THEe 4. w w w � , / 74 , w ,ww 188.86 � 188.00 T 206-378-0569• w w w w - - SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUNDyw w w w wW 188.35 w w ww w ,� ° ' UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER w w •W w w W w w COST CONSULTANT 4• w w w 195.00 /4/ 195.50 v IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT 195, 0 W w w w w w w w • w Vii _ w •�;,, 194.00 4� ! w w w w w 188.00 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE Construction Focus ° e w w w w w .,• • .a EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE 740 Almaden St. 4 19 .Oa �1�i !(.: 18G1s k w w w w w w w w w a d' • LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION Eugene, OR 97402 ° . 194.00 ,,2__ FFE-194.0 `186'81 w w w w w w a " 44 AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA T 541-686-2031 a • 4 x 1 J4 187.00 w w w w I I I --I I Irl A a -.11 1 0 `-'a REQUIREMENTS REGARDING CONFINED SPACES IT IS CARDNO POLICY , w W w w w w a 1 a Yo , a ° c • '1 w W ,t°I° d o TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE O 4 �3°l 1.,6.80 :‘,,,,,i--- , a a Q DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SW DURHAM WEST DRIVEWAY ENLARGEMENT ° w .61 ° SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, w • SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS y 186.97 NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. SCALE: 1"=20' a4 CP a `1I - a e °� 10,,•s9 187.01 i �_..< �• +f 18'1. . 20' 10' 0 20' �" ' FE=187.0 Vx -- FFE=187.0 .\':. -' 1:..1�7 a4 - .� w w w w .'' �, w • \ • 187.19 � FFE=187.0 � if ' A a 186.97 TC:192.23 - w w ... w ' /� ®• \ 4 . e 194.00_a //'.;,; w 13C.191.74 4. 4, W 4, w \ 441 www w Ce"irdno ^�� w ,• J w w w w '193. �� a/! 1$6.81 '•: V f 191.28 w w ® . ,...if 4� /G�\\- / . PORTLAND a • iit ii R19 - w o�o 0 411 .e,‘ I r'1 \ � a •':. 1 6720 SW MACADAM AVE,STE zon,YQRTLAND.OR 97219 TEL(503)419-2500 FAX(503)418.2600 \ 194 a vAwe cardno.cornw w w9 TC:192.36 . ; W . � FF== ' ® ® � COURTYARD ENLARGEMENTBc:191.86 - 194.00 __----• - - TC:191.33 ti 1.400.401410440 \1 + 194.00 R191.22 y w 0wwww I \ I BC:191.33 II ilk 000 � f. - , - \^a �1w ---• TC:191.38-- \ -- t- m, ._. -- j ®, 41, fi, is ilk - .Q ad fI 20' 10' 0 20' y w }-- BC: 91.38 • �� a 1 W \ 1 TO:191.57 s� 4Z5/193.93- r -, w/ r ' BC 1910 w •-. .. 7 9 f w w TC 1 2.12 • w • TC=:19flwa 4w1w . wd vv.. 4 �w 4. w 4, w 0o BC:191.54' \ - _ 1 ' -- -------_ .... °aw - �- -�. • .. ` ,t�.a -..- w--'. w e_w w •y .,.-•iw- . w. iuwzx•7, -- a ' .....4nic • \ _ . �• - w . e d w992.7) \ ® �' `w 4 . 9 . \° w 09...i.7).1 . a w w \ w w w \ TIGARD TUALATIN SCHOOL CHOOL D IS TR ICTC:191. 1 191.9TC.191.73 v w -1 BC:191.23 , w w BC:191. w v ° 4 / _ _ L TIGARD HIGH 1 ir , • _ ,,, •✓ w w w w w w w w19 I ✓ • v •✓ w w 4" w f - •-J -I '4-- _ w ' TC.191.35 �_ `9� � fw • \ \w v w w w w w w �w w W W w w w 4, Iik rw J BC:191.38 ••� \: - pi �•• 11O w .{ 87 - � V.,.. _ d1 � s� V w9wwwv . w ww w ww . w w � _ . 2 =! g w - � \ SCHOOL, • ,, , ,r �• 6� w w w w w .- - - _ I � y'° V' - \�O� r ry --- 7 '\\, _ ......,., :1 ._, R190.92 -. T_ .190.gt y wchi �, w/"-i-e4.4i4 - 189- - � J MODERNIZATION- � w w wt w \�Bp � ' - - - _-.188 ___71_87-••__- y.J1 f w y w187: w w _ .1 .•` -k\� : w w w c,. fl.2% \ FFE=194.0e R y w • u * wA v1k.d w 1„ .0 _ - - - . . .-- - .r w w '. w' -4'• w w w •. � Alawiej,`: . . T! \ e • R187.14 -_. -- •- .._ ..._ ' - w w w w ,-•. w w � \a A / '/ 9000 SW DURHAM RD. {/ 186 96 _ V TIGARD OR. 97224 \ w _ W w .• w \ ,• . 187.05 /1 ,�ww w w BLOCK "�` 187.65 $% !99 w w w w w•-"•.�. \ JOB NO: 16992.00 u) ..4.\-.4:1:„.° WALL �� W. ww .. ww ww w � - Ni, , \ I _Li f I 1 I SWIDUR FW1 RD I ISSUE DATE: JUN E 19, 2018'•i', . 13] TURF FIELD 1$7.01 \ /' Jurisdiction Stamp Area1-1-1 . 1$7.44 I► 11 � , al- - - / T__ I_ • w w w w w6V \ i� �a 4 " w\ _ . ... _ � �• - r V1111<1' f v. a I, ;6. JW .,' * w w w w I 1 Olt 0x ,,•� - flitit.': \,"_i' 4 .. „ --4, w www 4• W W w BC:187 0 � °-_ g1 I � ° -• Oa a I..4 FOOTBALL FEL� w w w w _ ' .o ii I - i. \ w w w w . � wwww � n ° f �. r! ,1 1,.,-r \\ -"`•` s vI VI• a 4 w w w w w.... per ��-- 1 e iew r$72} .°O 1 W187.00 . -�, \ w , ° .� I Et GRADING •d CONCRETE R185.90 . . . . .#" II ENLARGEMENTS :'e WALL _ey ° W(187.9) i4 i SPORTS PLAZA & ADA FIRE LANE ENLARGEMENT O SCALE: "=20' [ ° ,° I Lt Ct O C3 . 01 20' 10' 0 20' KEY MAPII) SCALE: 1"=400' ►,.,� .�, I .': { „ II __ PROPOSED LEGEND irk_ 7 ■r1 =":.�• ( T7b % ``- • i... III „ ►' -' .L"'�� I STRIPING .1 • .-�'`. ji....-li,E,:, - a - _. :- . � .-�-"'t � - - .TlF� . , .. k. if � _ .yu� �:iL S tti s. _� - E Su - � ti , •GU _ .D SD �� - -...... _ -CURB LINE ?" 1 / / ' GI G G G G G G G G G G G G G G a 4 ./1 G G I 1- `.. • -LIGHT DUTY AC PAVEMENT SURFACE rise iii „. ▪ 1 - �' • r - - - - - - SW DURHAM RD - - -- r 4F - - - - - - • I HEAVY ASPHALT PAVEMENT SURFACE lil • architects (SEE SHEETS C7.00-C7.61 FOR PUBLIC IMPROVEMENTS) . , • U CONCRETE PAVEMENT /D _ f _.... - - - s C7 (17 . p P ' ----•;.tea. �-' eceaeno # I } sD ❑ ) ....,.� vv va:-:f:odffr7 °.��QC� �:7,�� ,r•�4Y,.+� ovvoo�� , -R�/ 11-= • - w 4 IF-1 , 30 13 v :.:: v ir6 o . _ �• '� .�._ : ^4 .1 .H ... _. •;. _....,,..:: ;‘,..., 1111:17-1. A.G r..VIII # • \ �^ ADA ACCESS AREA �' W W W W .ar' W W W W � 1�. :.� / � . ,. <. ' �• ��: 721 NW 9TH Ave, Suite 350 : v' .:: r •.: HANDICAPPED PARKING SPACE 11 A -•' 'M' S - C ' ■ - , -.1 - ,• of :"' r .� ,, _ '',� Portland Oregon 97209 ILI V �I A ' - ' • ' ' ` • ` ` ' ' ' ' ' - - - • ' ' _ '.�.` ........` •. _ . HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 • • - • " O _ •II -- ° 24. LF :: ,� �,,+iuuii,u,+,u u„ Z i � r I � • 33.15LF @ 0.50/o F O �� -STORM DRAIN LINE . ... - e 1 I ' . IE:189.291, @3 0 0 0� 111;10.13..@2 50% ,��.,' `r•; %1 I I0 I 4 50% 64.44LF . ►. .: •: ;_: �:' O _ - STORM FLOW CONTROL MANHOLE " 46, .'1,61:a% n © 1E:189.09 4640. 0.50/° �� ' V CATCH BASIN c _ • ! ! @ 0.50/° ��+ ,- v' I ENGINEER & LANDSCAPE IE:189.81' '* CIVIL EN I • • : 1E:189.13' a IE:189.02' *A*� it •r• :• .•.- • - � ,,.. ,., � --� a E-190 84 32.49LF ""°` IE:1$9.42 � Alt 1E:189.13' .�� ., _, .�, '� ��+ �� - ..�� ' ` ` �` Cardno vii MOSSO'40 �' \ E•190.84' E'190 4fi' ©��,�,��4411•114M1191111/1�€�c•._b e, - ! . ..C ��ial �r` X1.00% �,, 1� �►+i•i, ,•ss.�! SDC&18 ;' 6720 SW Macadam Ave Suite 200, ► t EXI� • - .4,41r•4417.,....:-...7..... �J �► 1 ►�c��o�.•.�+! :: BUI Portland OR 97219 - - ' - AIL • .. • • - ( U (503)-419-2500 ti It C C @ �•®►- 6156B-14;,:••,:'•,, �4.�r��;.•,�; y �~�al Ali + . �+ STORM SEWER CONSTRUCTION NOTES ,�- '� A DI1 T • • • • ¢ _ C C r. le 1 fp 1,�-r , Of.f.�;,4•;0�•; ','t . SDCB-15 I " STRUCTURAL ENGINEER �- C • t ,,,1„l JI,J„r ssss•,�•.t'ss� S i 1�, , 1 INSTALL 12 HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON ri Catena Engineers �� , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,r O -+,,••s•o•d•*�: ,f,.r•O. � �r��0� • �� p ;�,�1r SHEET C5.11. En�lne a•�•• 1 ®� •' 1500 NE Irving 5t., Suite 412 4 C C 45.75LF 0 *i°trs�'i1 = 0 ' C C 1 - - 38.78LF to��°•o��•�t l �i 'iM, , I Portland, OR 97232 0,60% © . . = IE:191.58' O o © - *.,+ -$117/ f' H. ,' L �"++ 2O INSTALL 8"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 160 ON .. C C C @ ' Q O 32.74LF O @ 1.00/o O f ,>/ �r I r SHEET C5.11. T(503)-4G7-4980 , -1-1;.'"": n►D A C C • - _` @ 1.17% © lE:191.00' ' / _ f '. r • - `` '.• Ir ' I MECHANICAL ELECTRICAL $ • • D ': t' • ' ' • r, 3 INSTALL 15"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON `I • - G G r .... ..'..m : -"_ PLUMBING ENGINEER a C IE:190.51 _ +,: •��'��• Ir... , �r 1+ °:; .e. ~ *,' SHEETC5.11. ° r C 50.54LF pm "' 0 �+f ., . •:. ._.�,� Glumac Z!::._ C C ° ©_ • �. I _ ,. 900 SW Fifth Ave., Suite 1600 ''• @ 0.60/o ... .° es 1,, s • �.. -•. • �!1 O CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2"FREEBOARD, 18" C " C °°'°°°'1' �� , �' ' a (° STORAGE DEPTH,AND 18"GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH Portland, OR 97204 vvdvaf,wl Q ► \ �° ° ... - st• I GEOTEXTILE FABRIC AND 4 PERFORATED DRAIN PIPE.SEE CWS DETAILS 401,402 T(503)-227-5280 C C 39.87LF "11 - " �.. . ,-- C ° • 'aclaa ► ,a SEE LOADING ZONE z,� ��. 1• - - C C @ 0.50%,%7. n°qn°°�� ` . �y�:- 405,4D7,AND 794 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET C5.14.BASE - • -- C C 12.27LF4 - aagvoovvvvovavov j � {: ENLARGEMENT ON ��, °° ovvvvvvvvvvov \ • '• •`'=`'" FOOD SERVICE CONSULTANT WIDTH AND BASE AREA PER PLAN. I • ee�tivEv86b'v° '°"°° tl�iii��. SHEET C4.02 :��, a � `` ;.' _o°°°°°°a°o°°°°°°;. {{I �•' I Webb Foodservice Design ° 3.°._ ° �� L� �r, � O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM 9 G� '- SDCB 1 1 ,. �i ��,�• '��►�II': � 3700 5E Lafayette Ct. ' C SDc:-..:13°..n5°51° B-13 ;iL i ` • - \' !r1. 0-10,0 d119r/ : o• ' DRAIN LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES-CONNECT EXISTING Y - O SDCB-1 't �lr ` --- - - -- %��*"; I PW ► !*', STORM LINE TO PROPOSED SYSTEM. Portland, OR 97202 ` - ,','- _'- J T(503)-236-8566 - 41110_,--' c ' c r _ r " 'IT �• °- - - - �',iL='� j" • TIGARD I = 19.93LF '�• • • ' o. 6 PROVIDE 6"HDPE STORM SEWER STUB 5'FROM BUILDING FACE.PIPE BEDDING 41/1 -vi. ° �° i~� i� �` • �� `� ,01114790111141111".�% � °�9` ii 'r ��. AND BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.11.SEE ACOUSTIC 8 AV CONSULTANT - .1 � @0.50/° '18.36LF „ . *. .� - }� HIGH SCHOOL Wild • ° © _ �� ,;01.1:144:. r�r, I ARCHITECTURAL PLANS FOR CONNECTION TO BUILDING. • 19.49LF- " _ -- - -_.@ 0.50/o I e-'44 - 7,._,R r-r ,�.- The Greenbusch Group .:' 0.50/o w .- - { ' '!, 1' 1 ' @ .10.5-0- IE.190.1$ I _ A Cdr ... f �,f 1900 W. Nickerson St., Suite 201 V, '�•} ° 1 11k: ' F I r 40, `, ✓ O INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET 05.11. 39-51 LFdSeattle, WA r ' @ 0.5`0% © { f;.. ,,mow.,. 94 8 Lo , }-{� ` l PS � O ` \14.1017; T 206-378-0569 98119 1 9 . .- �`© @ /° j _1 s r.. ...:1:. I f % O CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 03D ON SHEET 1 - ,i IE:1$9.50' CONSULTANT ' �:. L [__ ~ ' ... , f .� G5.1D. COST w C c I IE:189.92' 37.00LF '� EXISTING 00/ 29$OLF o •Ai -- L� C C _38.47LF @ 0.50% •",' F `r� BUILDING © @ 1. °o • Construction FOCUS I. : : 9 CONNECT TO EXISTING STORM DRAIN LINE WITH INSERTA TEE ADAPTER. C C @ 0.50% © I -t , �►�• (MAIN GYM) • . `• y. O CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING STORM LINE PRIOR TO 740 Almaden St. • SDCB 7 , Lig', �• \� O 4 _ Eugene, OR 97402 Qr. C SDCB-8 O �. 0 •j. ANY CONSTRUCTION ACTIVITIES.SEE CWS DETAIL 530 ON SHEET C5.12. �. �, _105.15LF 4 O ate % 4 T 541 686-2031 v7 m `_-- .:• C @0.50% O _42.75LF ap :. ; .O �:. C - ° 19.35LF• ... _ @ 0.50% © '. _ fii ; . IE.19o.03 \ 10 PROVIDE 4"HDPE.STORM DRAIN STUB FOR FOUNDATION SUBDRAINS.SEE GWS [C °n © @ 0�°� • I '7� _ • UPPER BUILDING FACE 1 ~ ,' © 74LF o DETAIL 520 ON SHEET C5.12.SEE ARCHITECTURAL PLANS FOR CONNECTION. O • C O ag G IE:189.77' © 5.47LF o -',." 1 �,'= /` .�. .!E`189.94 -: ��I ..,., @ 3.00/o : -. C ° 0.50/o - - - 7 i1; Za! ` ,°� SDCB-9 @ ► t •:: O 11 INSTALL 8'x11'CONTECH PEAK DIVERSION VAULT WITH 10 ZPG FILTER • .- C C O -95.44LFI • ,� �� \ © ►, -- - `3: `� `_ ' EX SDMH-101 iiimar-, tl C @ 0.50%A"NI .1E:190.07'iObtleit i Co IE:192.50' iT , CARTRIDGES.SEE DETAIL ON SHEET C5.12. • C ilk _ SDCB6 � .;w o. R .• _ i► O Idi - -- IE:188.97' lI' ` O -fir .t °° \ O Q .;-_-;-'- �1 EXISTING 14 INSTALL STORMFILTER CATCH BASIN WITH ONE CARTRIDGE.CONTRACTOR TO o A 0 / 1E:190.50' w 'IL) IE:190.01' .' .. e f "' BUILDING VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON ",F.? ~ 111 • 1 i . l.r �� . 7! . ' i. �if�."191.1 � • '' ., `. ._.-. 1 - .+ -Y"; °•. f_ // v. _ �►��/. LF • z = • C IE:189.1 T .14.76LF -I `1 •---'. ,,-1-_1 414 ;••::. °•'. / // 67.90LF - - III © 57.0 00% SHEET G5.14. c-.1 :1") � o'o @1.00/0 © e►. @1 61.75LF '. @0650% O JIM ??? 4/-� ' �. • •��✓,°o: / � 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. G @ 0.50% �Z1 '�valr • �%,� ' 59.09LF / O �. 16 INSTALL 8'X 11'CONTECH PEAK DIVERSION VAULT WITH 14 ZPG FILTER A x : - - -V C l v IE:188.66 I '1:• 114' mil .. - �l ' t • f'•"� © @ 0.50%,-/ IE:184.00' I O CARTRIDGES.SEE DETAIL ON SHEET C5.12. W W C OC C 1E:189.29'.:•,, 6� ,,�� ` .�� .. ,� . .'.0 N, 1E:181.29' . __ t _ - • ,�,��A._ • . . . C� Cardno 19 SEE PUBLIC IMPROVEMENT PLANS. __lip . C C Iqg: C R $7.48LF. ° 1 ►��,��\1 /IN',.: � / O I K _.:.+.`. go 27.73LF° o PORTLAND a / r =- - - - - - Z+ a a ."'C". @ 0.50% M �� •`�� tll��; =O • .-_ i @ 1.00/o I sT neocJ+nnln AVE,sTE zoa,PORTLAND.OR 9721 s ■ .: O L4.07.65161:4. s 32.27LFVI _ O - 68.52LF , �� ' ,�� IE:191.50 SEE MAINTENANCE/FIRE @ 10.00°/ © "��' IE:179.60 TEL:(50.31 419-2`,DO FAX:(503J413•F000 �a C C C @ 0.50% O;@ 0.50% � �� :! ,r�{ LANE ENLARGEMENT ON O i wwwr �or�r Milk. • • C is Bd �� A ''� .��i��4�i,I�r�� ► SHEET C4.02 IE:184.00 ° ° �fl C C fi � C SDC&5 i. �� i�i�°a�i► 4 ' �'L O '' .• , , WO 49.17LF " f° •. G G0 " rir i r av ' \ r� @ 0.40% /cG : G soca-4 � ��• We P �� ,��.�� 1 : :. s. a .,. © 31.z0L0F ►• =°� • - C °go s' �' O , :r : �-:�'��*�A • 4111, •': $ @ 9.40 • °�°. I s� ° ]E: 17 1� CC G ° ° C _ •.'.'. + `t �► f' © 18.32LF de„.I 4 :. C v . - , , - _'_ . _ - ,t , _ - � °O. �' @0.50%� jI °_ 48.52tF -.'O'SDCB- _. . 5.51 LF © \-4, a7 1 ,r .1 A! ©. '. .-. © 5.00% 8.99LF' D I I ..'iw. l' : - �x @ 0.50%•. _ SDCB-18� 7 N IE00 0 r�. © @ 050/04 . 4B-17 - 199LFiSWMARTHAST W „- 1.00/° © ► F►'' '"" „,�od��s� +{ _�_� �_ psoc ,1►�_ IE:hYY f ~�` y :, 1 -„ ;. :.' . SDCB-1 O �f, , © 11 0 93% T'� . r _ _\� I 1� :•C!, . - a a co • • • O,_ - . . \ 0 ;�: �° @ Iktf� TIGARD TUALATIN SCHOOL DISTRICT .l . , oco BLOCK I \ . \� O 94.97LF ©� t+0 ;li.. y•y - 1r+:: TURF FIELD WALLS i' .•- �� w I .► ,1►'„ , �. @ 0.44% � � . .4*#. . - - � • :�� TIGARD HIGH { I , _ k' . Al , '. ` 1E: 178.98f , y. FOOTBALL FIELD - - y_ , v ...4 \`� SCHOcL I E: 179 QO . .. • ; '' SEE 92ND AVE SOUTH • 3. ss i 19.60LF ll, �` 9v9�►.� SDFV-3 � •' �'oOp ' .*•-...,:DRII4KING :tc4. ENTRANCE ENLARGEMENT ON , 0.50°/ 2 �� O \ \ • . . - . . m, SHEET 04.02 . • • . w @ �� MODERNIZATION k,;.•:- 1. :w•. ��, TING r S�\� 43.78LF SEE STADIUM BLEACHERS �-CONCRETE EXISTING �.'''\ J� i \I0.50%.48. 41� ENLARGEMENT ON SHEET WALL I ►� A BUILDING `+' w p�\�Q\� ,@ , ° GP C4.02 I �� (AUTO SHOP) *r 12.30LF 2 �' " \ _- ' . 1 �►. Y � !E: 179.22 :::::50% U 9000 SW DURHAM RD. ARTIFICIAL TURF v ; '+ -,/, 2 0 50% O' ' I �10. � W ` ,‘ TIGARD, OR. 97224 BASEBALL FIELD ��= \ >" �A 5LF W�- \ \ ' \�, :: J\\' �G' 0 Q 41 = 16992.00 �� G6 PC' / • I o JOB NO: s \� S rn W �I ��swrnua '� 1Y .,r I \- \\JG 51 r: �, / W ISSUE DATE: JUNE 19, 2018 icor �� P ../ / E/ X SDMH-103 I (n J -s„ _ v . _ - _ 1 / I , - a s - Jurisdiction Stamp Area A 86.35LF / IE: 179.36 >. / Z m� g - WU! @ 0.50 c• • _ -14)40- '. S / 169.59LF O• ii �\ L ` L 0.50% ¢ M. - ,,i-ii.--:-., ti @ . : _ , N z - . . .. ter, . . . ., . r I• \ �;� v SEE SHEET C4.02 FOR ENLARGEMENT v • o ° ie 0 CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA MANHOLE DATA FILTER VAULT DATA •< IE: 180.21 / I - i ' ' 1 U..I Wx ♦ 111>(---- \., s U W , -.- - I SDCB-1 SDCB-5 SDCB-9 SDCB-13 SDCB-17 EX SDMH-101 SDFV-3 . - . I c.c �9. ; RIM: 190.91 RIM: 191.45 RIM: 192.62 RIM: 192.78 RIM: 187.14 RIM: 194.17 RIM: 183.22 N °p °° Li] IE OUT(8"NW)= 188.31 IE OUT(8"N)= 189.28 IE OUT(8"W)= 189.07 IE OUT(8"SE)= 190.15 IE OUT(8"E)= 184.08 IE IN (10"N)= 189.65 IE IN(15"N)= 178.95 UNDERGROUND ACCURACY STATEMENTO ' " ° i. STORM PLAN IE OUT(12"S)= 187.55 IE OUT(15"S)=177.15 j °° � �#�# THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY , �° :I�. W SDCB-2 SDCB-6 SDCB-10 SDCB-14 SDCB-18 WEST INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES RIM: 191.07 RIM: 192.40 RIM: 196.00 RIM: 194.34 RIM: 187.30 EX SDMH 103 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE " IE OUT(8"W)=188.56 IE OUT(8"E)= 190.07 IE OUT(10"S)= 190.85 IE OUT(8'SW)=191.11 IE OUT(8"5)= 183.53 RIM: 178.94 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT -o Et IE IN(15"N)W 177.00 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION I L.L SDCB-3 SDCB-7 SDCB-11 SDCB-15 IE IN(8"E)= 178.15 a RIM: 191.22 RIM: 192.00 RIM: 193.92 RIM: 192.61 IE OUT(15"S)= 177.00 INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ...° °°• NN POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND - °°°° °° ..... °°C.0.0 °° L.L IE OUT(8"W)= 188.52 !E OUT(8"S)=189.80 IE OUT(8"S)= 190.02 IE OUT(8"N)= 189.07 APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE: 1"=40' SDCB-4 SDCB 8 SDCB-12 SDCB-16 C4 .00 SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 1---- 1 -� RIM: 191.40 RIM: 192.15 REM: 193-08 RIM: 192.38 IE OUT(8"N)= 189.21 IE OUT(8"E)= 189.96 1E OUT($"5E)= 190.12 IE OUT(8"NW)=1$8.75 IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP ," SCALE: 1"=400• L.,1,,k,....,4„,.,. ... - . - , :.. ... ,. ...., lal 1 i in _ •-\____________ — — -- — — — — — — — — — — — — PROPOSED LEGEND asse I -- SW DURHAM RD TRid W m tti u Taid smi7 -STRIPING architects W --- "\ ..__.- - #: :•� -�� {) �,gnr D1 3'lf. F e (50r-__ �. n) CURB LINE �} :-• 3 : LL( ,}. , . .- 1i (w) � (w) V). °s��„"' (W) 5- l ) l�"rl .�.` - �1 -LIGHT DUTY AC PAVEMENT SURFACE �/� 721 NW 9TH Ave, Suite 350 y/ •• l� _ P — ASPIC SOMA (�) 1'l �• HLT�Illf , Y CONCRETE -- W ' �' ' �Jr X TRF'�� -HEAVY ASPHALT PAVEMENT SURFACE rw — — — •__,¢ — � - X x Portland, Oregon 97209 . xT 206 340 9500 F (206) 340 9519 WIs. - T T 1X \ • • CONCRETE PAVEMENT { r �� ti BUMP BUMP – X ,�. 1 I _ - \ \ -ADA ACCESS AREA ( 1 x °. * -HANDICAPPED PARKING SPACE Q +p , (3 / CIVIL ENGINEER & LANDSCAPE STING ••� °" HANDICAPPED PARKING SIGN Cardno • 6720 SW Macadam Ave Suite 200, ILDING I�� •/rrrrr STORM DRAIN LINE Portland, OR 97219 A ITORIUM) J'It, ` r / 1 6140 ' (G) T(503)-419-2500 I j \\\\\\ i / (SWIM I O - STORM FLOW CONTROL MANHOLE CENTER) ® CATCH BASIN STRUCTURAL ENGINEER Catena En n ers 12"CONCRETE\ . % x g e %' i WALL - / r/orrr'� 11500 NE !ruing St., Suite 412 Portland, OR 97232 %I ;1 I•:; �� 1 \ STORM SEWER CONSTRUCTION NOTES T (503)-467-4980 /\\\[ eIKE RACK— & \, I / 0 O INSTALL 12"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON PLUMBING ENGINEER 1 r 1 o SHEET C5.11. ._ .` �. fir✓ii�//�'fr/i✓viiir✓iiril 1 x -; �i Glumac IKE RACKS ,� BUMP �, .:;, :, '' • "` , 32 SPACES) '� �' _:':' ..• '' '� :��r ��rr✓✓� �:.� 6"CONCRETE O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM 900 SW Fifth Ave., Suite 1600 r r„ 7 \ ..., `•y:. :...;..•; •.:' :`-. WALL DRAIN LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONNECT EXISTING Portland, OR 97204 # -.. STORM LINE TO PROPOSED SYSTEM. T(503)-227-5280 ,. - . .. „ o ---- , * 1 = FOOD SERVICE CONSULTANT i; I 1 u- O CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON SHEET C5.10. I 4 1 Webb Foodservice Design +, x 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. 3700 SE Lafayette Ct. r Portland, OR 97202 I I I / i h 17 INSTALL 8'X 11'CONTECH PEAK DIVERSION VAULT WITH 14 ZPG FILTER T(503)-236-8566 I1 CARTRIDGES.SEE DETAIL ON SHEET C5.12. s .1 [1 ACOUSTIC &AV CONSULTANT I J I * ,.,., TENNIS COURT PLANS UNDER SEPARATE PERMIT • The Greenbusch Group 1900 W. Nickerson St., Suite 201 r� ;! Seattle, WA 98119 1Q6.88LF...... (CAFETERIA) +t' \ [-ED@o.5o% --.1 -)4; \- I X 1 T 206-378-0569 �� '�: + _ 1 1 COST CONSULTANT , * ,, P, I ��' • CATCH BASIN DATA FILTER VAULT DATA Construction Focus '; i' SS I I 740 Almaden St. r ' 93.31 LF e ® SDCB-23 1 SDCB-22 SDFV-2 E Eugene,541e8091402 •� ::`-." ., ,'err @ 0.50% - '‹ \'4' RIM: 181.46 RIM: 177,77 ` : ,+ ‘111 IE OUT(8"N)=180.75 IE IN(12"W)= 174.80 sem 49.58LF c �,'�@ 0.50% O .iiii '! , f _ - I I I IE OUT(12"E)= 172.01 ': \*. �� , ,.r,r •I SDCB 23 ' 1 I RIM: 184.68 .. � +'� SDCB-25 G � ��'/J�U��J 181.22' -� � J � .:•. ®` , �` f (W) , 1 -- ,.� SDCB-22 ; . • \ 0 . IE IN(8"S)=181.23 a IE:181.19 0 MANHOLE DATA , � w f . IE:181.8, 7 �f�, 1 4,-- \ SDCB 24 EX SDMH 105 I �� f 6.)‘ ` -'-''....T7) 1 � E OUT 8�N =181.94 RIM: 176.67 1 IEIN(12"W)= 171.03 I SDCB-24 i I / \ SDCB-25 IE IN(4"N)= 171.03 CO i , O 164.46 of 1. RIM: 183.23 IE IN(10"SW)- 171.25 # 15.61 LF o ✓ 0 ✓ @ 0.88% IE OUT(12 SE)= 182.18 IE IN(10"E)=171.03 I @0.50% O ). . , , M / \ �.+;, . % w i EX SDMH-105 Q 0 ( Camino 76.18LF O ? PORTLAND 6720ISW MACADAM AVE,STE 200,PORTLAND,OR 97219 ,', ilk 0 / I ✓ \ @ 1.299/° TEL(503)419-2500 FAK(5031419-2600 �' Q IE:179.09' 317.17LF O )i, ,^ ',�' NF1 X - @ 1.29% l'i. WhWd Cadlrio OW '!' - .,, i -~ \ �— .._ k ~ -- — a 4- ":700 „....,.._. .i ., .. _ _o_p. : ._ . . z I* Atii‘ 14 1. -#c (E) .E) SDFV-2\5sCHAIN c* \9\ � LINK FENCE , f✓✓✓✓✓✓✓✓✓✓✓✓.✓✓✓✓✓✓/ I G ' / EXISTING Z- 1 C 51 w V c;I' \\)�'\,•.) BUILDING Wm . \ 9✓✓✓i✓✓iiiiii✓�✓iir/ iiiii/ I .( TIGARD TUALATIN SCHOOL DISTRICT G 0\ � ', SJ�� Gc ASPHALT TIGARD HIGH 1^S� 4T! SCHOOL I r 0 MODERNIZATION 0 I Q e 10 v p -i del 9000 SW DURHAM RD. W 1T� ,‘ TIGARD, OR. 97224 Z I JOB NO: 16992.00 W D I. I.— t ..1•11=11= = =1 = = = = = 111 ISSUE DATE: JUNE 19, 2018 sw _. RD- f ' �, .,- -- 7 ° W _ ■ ---� = Jurisdiction Stamp Area Z f-,,-!,) ' ti L:f€ * ' ° �J ISD SD ( Illlli[I . O. ° :* `i'' —i li////////x t it n p Z Ilk .1111- ' N: 4140 110'.'-::› " . 114111 w U I I I r-, r�+a ` L 0 J _ ;qe " I Z UNDERGROUND ACCURACY STATEMENTO eA.,.. ..-.:.' {I STORM PLAN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY e :11 INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES g ' w EAST THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE L.L.- THAT EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ¢ : f V LJ l-J u LJ t4 -•iial.M141)Wat w W w W W W..•�`. '11 ! w w I ❑ ❑ ❑ ❑ ❑ 10 IE:191.41' W W W \ t 100 ado [°-IQ 0 " 4Ili 0 0 w W W - - q ❑ cl❑ ❑ ❑ OI . iki. r .� � \. . • , rui, /yi i / -.: .� �b W w w y PROPOSED LEGEND 0 bassett! w 1 ❑ ❑ ■ ❑ C ❑ ❑ p ❑ ❑ ❑ ❑q ❑ ❑ ❑ w ., w W y 1 . .. :a .b. - W w Aw w4 W W \� \\ 0 -STRIPING architects • - • �' _c- [ I ] �iN.�L SVi,TLJ-*J v W W - • '. J �71 ;\�q �� W W W W�� W W v r I 0 ❑ ■ m Q ❑ C� nnnnr7 ❑ ❑ ❑ W W .. ` 043 �� • �. �r W W W Wilp �' • \ f`❑ ❑ ❑ ❑ ❑ 0 rIEz;,,, 9't 0 ❑ 0 ' : 1�tilled ; : . • . WWW �\ -CURB LINE • . rr� �; W W . ,, /W W I,1 ❑ ❑ ❑ p ❑ ❑ ❑ 000 [7 ❑ ❑ ❑ Q_ �, , d �� i,�!% w W W LIGHT DUTY AC PAVEMENT SURFACE 13.82LF w Ir:0_07.1.� ®� ` 50 © � L �• W �W ` HEAVY ASPHALT PAVEMENT SURFACE721 NW 9TH Ave Suite 34 / 0 28.09LF0.5096F '� � ,r �` i� \• .:• ... W ._ _ w W\\ Portland Oregon 97209 T xr206 340 9500 F 206 340 9519 1@0.50W WW •* ®� 'i �` W 2.49% O W W Wi • -CONCRETE PAVEMENT (v - W w W w W - ,lam ` � �� - .-�- .- :- . ilP2- 41N - - ' s...,--.4 \ -ADA ACCESS AREA D� Wo �j/ {, ■ a ' @0.43% ©` � . O W wIP v.��P p i �j/� a q r. iliiii,,, \\1 Thi -HANDICAPPED PARKING SPACE CIVIL ENGINEER & LANDSCAPE .DEIV10 e w ..,,*/1/0.� / �� ' ,- �� rt ❑ ❑A ❑■ © W W W W W (5 •' LP -HANDICAPPED PARKING SIGN CardnO ❑ ❑ .�i a ❑ ■ W W ` \\\ �.� ' Portland, OR 97219 6720 SW Macadam Ave Suite 200, STORM DRAIN LINE • �>S❑up . •■ •■ 0 , w = W , �.. �f T(503)-4192500 IE:190.49' ip, do❑ ❑ ❑ •� \ IE:182.92' W W ` \\ ` � /�� , O STORM FLOW CONTROL MANHOLE 'I. , � ��` �❑ - ,_ 6 W W W W W - - �- \ Y„,. �.�` L O -CATCH BASIN STRUCTURAL ENGINEER 11.22LF ` ❑ Q q Q W W W �,• Catena Engineers 4LF it 0.5096 © „ili ■ qd❑ ❑ .- 0 W _ - W \ l g �® \ 1500 NE Irving St., Suite 412 ■ ❑ ❑ - © W W W y .. OR 97232 W W 53.14LF IE:184.50' • • <y ss ; \ Portland,�I I W W @ 2 4s% O W / 10 STORM SEWER CONSTRUCTION NOTES T (503)-467-4980 IE:190.41 , �� W w W ELECTRICAL & MECHANICALEL C W W w '�1' W w W w W W _56.29LF 0 1O INSTALL 12"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON PLUMBING ENGINEER 1 \` W �. W W W W .� � . @ 0.80% © � SHEET[5.11. Glumac LOADING ZONE ENLARGEMENT ��W w w w w W W 'IE:1s1.60' w ' 900 SW Fifth Ave., Suite 1600 O G O G IE:181.42', � O INSTALL$"HOPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON i SHEET C5.11. Portland, OR 97204 O W i7.G1LF O T(503)-227-5280 SCALE: 1"=20' 1.05% / �:, Pk I I W w w ` 5g SDCB-20 ''. O CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2'FREEBOARD, 18" FOOD SERVICE CONSULTANT SDC$-19 r STORAGE DEPTH,AND 18 GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH 20' 10' 0 20' �= , W \ / f i GEOTEXTILE FABRIC AND 4'PERFORATED DRAIN PIPE.SEE CWS DETAILS 401.402, Webb Foodservice Design `" ' 405,407,AND 794 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET 05.14.BASE 3700 SE Lafayette Ct. _31.71 LF 0 ` /' �� WIDTH AND BASE AREA PER PLAN. Portland, OR 97202 1 I1 I I I I - I , 1 i .�@ 0.69% T(503)-236-8566 O 15 5DC6 21 I �, ` 04 -.. 4 O PROVIDE 6'HOPE STORM SEWER STUB 5'FROM BUILDING FACE. PIPE BEDDING 0Enl IE:181.20' `� i AND BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.11.SEE ACOUSTIC & AV CONSULTANT - - I 0 \ I11 I I 17.96LF_ - ARCHITECTURAL PLANS FOR CONNECTION TO BUILDING. The Greenbusch Group ` © @0.33% 11 29LF \ 1900 W. Nickerson St., Suite 201 - @ 0.50% 0 ,. • / O INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET C5.11. Seattle, WA 98119 \�� ` T 206-378-0569 I 10 PROVIDE 4"HDPE STORM DRAIN STUB FOR FOUNDATION SUBDRAINS.SEE CWS I IE:181.14 i m \ ` , 37.77LF . DETAIL 520 ON SHEET C5.12.SEE ARCHITECTURAL PLANS FOR CONNECTION. COST CONSULTANT 42.09LF ` © @ 0.58% Ct., @ ° 0 O \ ` 12 INSTALL 8'x11'CONTECH PEAK DIVERSION VAULT WITH 17 ZPG FILTER Construction Focus ��.�.v��^ I 0.50/° A R TI FI C A L TURF O CARTRIDGES.SEE DETAIL ON SHEET[5.12. 740 Almaden St. Eugene, OR 97402 I c' ' a 1E:180.93' T 541-686-2031 ! BASEBALL FIELD 13 INSTALL NEW PUBLIC 48"STANDARD STORM MANHOLE OVER EXISTING STORM PIPE AT POINT OF CONNECTION IN 92ND AVE.SEE PUBLIC IMPROVEMENT PLAN T-, 4 -7.-----\__ ,w, \ \ a ON SHEET C7.00. 1 21 O \`` 14 INSTALL STORMFILTER CATCH BASIN WITH ONE CARTRIDGE.CONTRACTOR TO \\\,,,. -. 57.72LF ' if VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON I - SHEET C5.14. -{04----_____ @0.50% 0 ` 0 \ � •. A 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. u 16 INSTALL VAULT IN FIRST SUMMER FOR USE AS A SEDIMENT SUMP AND MAINTAIN 03F• DURING CONSTRUCTION.CLEAN PRIOR TO INSTALLATION OF STORM WATER , i SAC, - FILTERS. A \\N ® MANHOLE DATA CATCH BASIN DATA ` ->� w1M1Hr - G• ^ RI#1 . 2 I SDMH-1 SDCB-19 86.35L°F 0 iiiiit..... _` _ - J Ca.dri0 ` �/ RIM: 192.64 RIM: 187.04 @ 0.50/o f ca V IE IN(12"E)= 185.64 IE OUT(8"NE)= 182.05 _-..-------- ' PORTLAND snosw MACADAM VE,STE . IE IN(10"N)= 187.64ra(saa141s-zsoDAAx(sa3�'d�s PORTLAND,oR srrls IE IN(12"N)= 185.64 SDCB-20 (F/ *wee cardno men 0 I IE OUT(12"S)= 185.64 RIM: 185.90 IE OUT(8"SW)=181.20 MAINTENANCE/FIRE LANE ENLARGEMENT SDMH-2 ® t RIM: 191.87 SDCB-21 IE IN (12"NE)= 188.03 RIM: 185.20 SCALE: 1"=20' IE OUT(12"W)= 187.83 IE OUT(8"SW)=181.15 , � ------M\ I� 20' 10' 0 20' oa ; �, a 0 FILTER VAULT DATA U SDFV-1 - ----� .. ._.�,. RIM: 192.00 W V Q o -.------- UNDERGROUND ACCURACY STATEMENT IE IN (12"E)= 187.75 c v W ❑ ❑ TIGARD TUALATIN SCHOOL DISTRICT IE OUT(12"W)=185.95 W •W C ❑ 13 ❑ C THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ❑ b ❑ I INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES TO 3 - C ° P o THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE TIGARD HIGH ,: [nil l 3 0 •'- * w C ° ° 47.03LF -. AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ❑ W C ❑ ° 0.5t % O I WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION © .a• W W C °01130 o @- INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS SCHOOL •,. j ° ""- ` C ❑ j❑ .. POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND j I ❑ _ w W •-1.- . W C 13 o - IE:188.42' APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO MODERNIZATION Q 1 3 0 W W C ❑ ❑ POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND 0 g ! '_D w C 0 ❑ SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 1-❑ •CF1 20.13LF O 1 3❑ ' W r. 0 3 0 0 50% IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. N _ _ 0 I ( W W WWW C ❑ ❑ �- THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. 1 si W W w l ❑ '7 ❑ 3: W w C ❑ ❑ IE:188.2' 1 (' _ I 9000 SW DURHAM RD. 3: - W W W ' ❑ ❑ 8.06LF /. \ TIGARD, OR. 97224 "_ W C ❑ p a@7 0.50°i° 0 1 31 1 . 11 . , W , W W - . _. _ ❑ p , .--__ IE:188.28' ❑ 1 ❑ JOB NO: 16992.00 C■ . _ W v w W --. . C ❑ e ❑ _ • W 0 r.■_, ' swougwaaRn 1 I I _ ISSUE DATE: JUNE 19, 2018 K Ww W - -- -.- Jurisdiction J - T / tamp Area 39.67LF © @7.64LF ' �, S /O -_. r /I 11 _ CC 4.50% = 0.50° 0 } `� a • 'lir-- '' IE:188.22' - - L E ii 1 -tom . . �� w.:s• • _r: r I 1 1- ' .. - 3. I 1 ,_i I = • _ .�• ill I :"• SDF-V-1 ..._ 0.51%• 01: 1 i z .-. • �.� _1_ - Gilt) SDMH-2 � - � 1' J- I -401N,,, �'p a, E�- r . _- - y �� W '6 `SDMH-1 ` _ © �' " i. .ldl�■ � `. 74 .. 0 i 'n\1 .1 m I ■ ;ill: ' if . ' 1 LU `a c"...' �� I 17,98LF j4 : I. ��°SW MILLEN DR . .�; STORM PLAN @0.31%19LF 0 '• °°� � Ili 41111 0 Q26 • w g Nle Je WWwWW • C@0.47% w - -7-1 ,..- ENLARGEMENTS * ti, 4 STADIUM BLEACHERS ENLARGEMENT 92ND AVE SOUTH ENTRANCE ENLARGEMENT - ` °` - `°m°"° °. 0 SCALE: 1"=20' SCALE: 1"=20' C4 . 02 _1-7----,0 10' 0 20' _____1-7-1 220' 10' 0 20' KEY MAP lr) SCALE: 1"=400' • _�.# uI PROPOSED LEGEND °-'y R ��' •r ® � II _ .,___44_, �' '•`— -._11x4/ -STRIPING L•' .t. . tiL r ._ - 'tiff. ti � pa' - 71r i , 5� ' . { .. .l ,_� :. .�".�} . .. 1.. l' S v�w'J��i ro, _,•,• .0 �U � � SU _. .- — sL� L CURB LINE • G / 1 ' G G G G G G G G G G G G G 0 G G � ' . I -LIGHT DUTY AC PAVEMENT SURFACE basset/1 — — I I — — — {� — -- — /SW DURHAM RD — — C� — — — - — — \ - �' .'. HEAVY ASPHALT PAVEMENT SURFACE = I architects / b " _ • CONCRETE PAVEMENT �] i •'' •• 7. c._,• .81,15 °¢gQaoe000°oia • ¢¢¢ o o°000 �� Y ¢Obaoaoa. .• IW f/] UU �., U P -f�. - - �, s17Yf'� _ _ U SD U D t) °oi 0.a L n°oor— ,. - r W -ADA ACCESS AREA � ��•� W W W W -' -. ,:WA►..:f• 1,, o w w w w �. .-1 '. •f .''' _ + _ ., • If _ s 721 NW 9TH uite 350 1�o f • • • • till -► m.' -, HANDICAPPED PARKING SPACE Ave,' �. . . .::. - . . . . : •'-.-:-1-...--2.- • . . . .. r ..1 � ��. w Portland, Oregon 97209 _ . _ - . . . _ . • _ _ . • • _ r '.� . . -• - - • • • ; HANDICAPPED .0 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :-:-....'.......-.-.1,,-.41.- -; ,�:),_ • • • • PARKING SIGN T (206) 340 9500 F (206) 340 9519 -.- • « • 4' istimol ,a,kv,‘°TOW i , , ilmolimmimeilf .-� r.,,. .. - +,�•� too - • .• SS -SANITARY SEWER LINE �O '•.t. '. O -SANITARY MANHOLE '\ r r - orpoilro . ' ,i'i. ,.;:. .. F '11 c • �� ` �! ' + w:.� --..,-, _ ;:,...\... Q W -DOMESTIC WATER LINE CIVIL ENGINEER& LANDSCAPE -ill • air : I."rfI.WrI., ilei ; : . , to 3 c • II ` �,�toaeete� sirir ,� ,: ` S ;i FW -FIRE WATER LINE Cardna •xim• ' ::.04-(0 rsoey� y ....., 411...411ifi . . '.• .. ,: „ E� AveSuite 20 , - o ee�•roseo� � , ` _ ,, ...:•��•. :. :.;'+1„ir: Walk _ - �o�oK�''os�+a� �� e!e l.. a =.., GATE VALVE Portland, OR 972 9 A r0 '.. . . i ._,,_ i �,S� �Ii�� r,��, ��,:>:+:e�•:+��sellr � ��, _ .'M... B T(503)-419-2500 :s SIfTiR IJL�61€i� ��lIZF9' ,. � ..+I■h :<. `� (AU1 ' -AK • DG ' C � .�:, . x _ _ ,_. • • • :�: �� FIRE DEPARTMENT CONNECTION C • ':% rse , ast: • • • STRUCTURAL ENGINEER • :;4 • C _•« _ _ _ y ,,,i„� „„l,ili„ulr „!,!„,,G,,,„,,,,,,,,,i,,,,,,,1„,1„, 000e ae .f'' •, I FIRE HYDRANT c G — • - - - • - - • - • - ' , ►+�.... :.;� r� ' 's'Yo Catena Engineers u,„u,,„ ,e,,,Nuu„1,,,,u„1u,,,1„u,ilOui I eeeOb.• ►' _ •a• �� },, r C C _ �,� _ ��1B��b��F�� _ ��`��•,��►� i�•. ��4 REDUCER 1500 NE Irving St., Suite 412 r' • ' — ►°s°e�so1f t • 0� •';• .:111:-4:-)1 IM • • ,, I Portland, OR 97232 ., 4 • C as C it _ ' .a�./.1.�►_r/ Y i,y r` ' J T (503)-467-4980 •�, G ,ab r G - _ 1777 -• : tSANITARY SEWER • a�: • • �;�► CONSTRUCTION NOTES }. '� �' .: coo: C Irl---- I 1 I MECHANICAL ELECTRICAL & • C ;aa: C ' ' � �. INSTALL 6” PVC SANITARY LINE. PIPE BEDDING AND BACKFILL , _ p PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. C c 11!!1!! ` -^ �, , ,....:°.. g .; PLUMBING ENGINEER Glumac ,.-... .1P04411 '!,t, ' C ,aa C ' r�;�'' ► f'� '� �� :41:\:‘,11"\::::11,,,r7., I CONTRACTOR TO VERIFY BOTTOM ELEVATION OF EXISTING 900 SW Fifth Ave., Suite 1600 ,b° C . . °¢..,. , '.; .:' . o.*..B , -R® Portland, OR 97204 „, C '.or° ••.• •• •;.'- • - as•,aa•MI r�wl u . �� I TUNNEL AND INSTALL SANITARY SEWER LINE UNDER TUNNEL. ' C C o9 �, �o¢oo.r,.w"`. ”! I �' aT(503)-227-5280 oor .ao4000:��.� �� „ 5EE LOADING ZONE „ .z C oo C °°dd°¢°` F 1 ENLARGEMENT ON �` " '�s FOOD SERVICE CONSULTANT e- �aodo¢000°00000ao -•.'g,• - . ,:: d, C opppp C qP �� SHEET 64.12 °ppp $oo°°¢°°°oo¢°odfrn c ¢O f+ 4 ' '` �nnoo oo oa000vom-, �( �1� 1� -'/ \ '�i ��, ,•� Webb Foadservice Design A - °° L �ii, �i i WATER SYSTEM CONSTRUCTION NOTES3700 SE Lafayette Ct. ,„, Cog r, 4. :•:- ,!, 1.. �� /�/� ..;; 1 \ `�'" Portland, OR 97202 p C +, ,,,,,,,,,,,,,,,,rd,,� o ` i a• T (503) 236 8566 C c o• C IN-��, 0 Y' �• �°,� I TIGARD \ I O INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND 0. . . lallinirnii, � 9> ]€il�l�>��I'.�i7C 'l Ji: ` ��' �tt'�: "• ` ' CHOOL �j• BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5,30. LTANT p• , I �•�� -4!11>; 4.1100* o,L aag I HIGHS ' \ '\ ACOUSTIC &AV CONSULTANT „ - :,.. `1 ao° ¢° INSTALL 6" C900 FIRE WATER LINE, PIPE BEDDING AND Group lit I © The Greenbusch Gr •°¢ ap• BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.30- + . v - •- tok 1- ... i.1,e. : I °00000°. i :.:‘,..1.1\41,..11:\.:14J,""::',.',...1,. am. 1900 W. Nickerson St., Suite 201 --� I 'r -{ • \�:� •° � Seattle, WA 98119 .: r .. ,. . �. , - „ T 206-378 0569 • I .. �, I ,�' if 7-I � INSTALL_6 DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND,:. U '� •� ; . ' 4 '` . O BACKFILL CITY OF TIGARD PER DETAIL 180 ON SHEET C5.30.7-- Ei. y EXISTINGCOST CONSULTANT .. s- t C :- rel 6r� BUILDING 8 PROTECT EXISTING HYDRANT !N PLACE DURING CONSTRUCTION. Construction Focus 1. '.'. �� (MAW GYM) • 740 Almaden St- Q • C ' Eugene, OR 97402 C C 4e` -- *, O INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5-30- T 541-686-2031 C [Y i0 C C C ► r' ' �1, . < C C C •: - -.-.-.-. . 1.1‘, - ,�1iy. UPPER BUILDING FACE :i:. : . : -` :: 1 ® INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON `I: C : :- - - 0' : 1•rfi '� �� ti% •_ _-_-. • =•�t • SHEET C5.30. .,' C �. C . - _ . _” \ ti+ '.'_' \ ' ! 16 INSTALL TEE AND VALVE FOR PHASE 2 WATER SERVICE TO _ . . • > : C • -_ ;i�, _ � ♦k .•.-.•,.. EXISTING AUXILIARY GYM. CU CAP AND ABANDON IN PHASE 3. qr ` ` MEM - M . _ . . . _ �j� �i oo . •-•-••••-_'• . _ . BUILDI: M. . _, G -- CFS -". {� �7��-• - �71 1: L�.h MEM •.+ -: - _:l s.i_IL1-.LI��A�I �L!• - �•�• , �� :: ,, .„„.-._7 x wAd 7:.. : .,.4.41%. 0. V*.'*'*''-' .. ':. \-\: A\ r ' e s. g r� .r .. i, , \ _/ / / I 1 :. C C flits.- /i Camino - C C G .. } ' �� .. -�; ••• PORTLAND C G ! .' �4�►_ c / •� I 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 . _ c 4� •iii`��i►'11111 . . . . '.. '.' C - i -" ",•~ 1 ��►I' �:(sgslals-25oa FAX(5aalals-zsoo 4ft it Au.i 401 ►i �.4 f -i• -. . Z • . C C — ... .... " . '` �- !_ 11.41', • '41P4r•NilweOrdar°V +T SEE MAINTENANCE/FIRE -' c , Ali • i • • • • • _ = �.� • ii ' .If- -. Ir ° ° C C , , ` Ir i` .' �`' —�' �- ! LANE ENLARGEMENT ON . ) -.:.: C0�0�•� �� ;�.�! ►®�� '- • 1• SHEET C4.12 . `c,S 1 �q C •lidetanwirt „ { '+' •. _ -p / -� i'` •— t 1 .f \.. 1111, gi b• 4... • 1 a • ::•ri Ix') r . • •Y•y_ . -1ii- � , '. i. : :,\,. ,a 1116 11011'J!II _'_'. . . .11 :- elr�III . - �' ca :1' © 1 ss �` •4,,0:• / . \ \ t)` TIGARD TUALATIN SCHOOL DISTRICT O - BLOCKO a � �`,, / ..°.a' ' A'41411 �.� M •'':: TURF FIELD WALL I \�'. ` • .'. ,,`I/ . 1,,,, 110, LP k . , . \.:.. . , ii, W I - • - : - - ,, , -- - TIGARD HIGH }, u: +` ems _\ e /fr: / - :.- 48t� �; _ SEE 92ND VE SOUTH FOOTBALL FIELD '.' : _ : : : •... ; �( ` H r,+ I CO 1•.,•-.i.DRINKING x. ENTRANC ENLARGEMENT ON •. __ , A�� \gyp`' .t. > a� �'_ SHEETC4. 2 r ' • %'-' �- MODERNIZATION ' � ;4 �.'.': 7CONCRETE EXISTING ® s r 1► „ t -e�!� BUILDING iw O° i;A-1 `�• V At__________------ _ .• WALL 1 ;!, �:J\�. '111• GP �� (AUTO SHOP} 1 I— W j �► ,••,•v... 0,� w co 9000 SW DURHAM RD. ARTIFICIAL TURF \ ' / G`P I-1-1 /. TIGARD, OR. 97224 BASEBALL FIELD \ \ I^ r. l ��,0� \ �/ �g GPG�. o Z iw _ JOB NO: 16992.00 `` . V - - - ---- -- - ii,_,____, ISSUE DATE: JUNE 19, 2018 P � = — y� / L� / I U • •—�: _,w =- 1111• �-- Jurisdiction StampArea I ---- # '' / i L, 4; ,NNN� .."--. 441111*4111* ..-----7-'-' 1 1 J , .,.,.,..v:;- , '41%,.t HRH •,,,4,nigi .Tc ro p, -- ---- 1 1 1 4....' : 111116 N N - s 1 Z ' Fr xX CI 1.11 I i ' i ''‘ ' lk _„allilih,°4 VII �► Lil W0 / ,••.- 1:-,- O ® zit ea _ z M Yee UNDERGROUND ACCURACY STATEMENT :i oo. w Ct SANITARY & :II • THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY P \ �° r�' UJ INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES " :-..-,... .. . .„..:-r% \\ // WATER PLAN THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE • �� AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOTVP , I• •• w WEST WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION : Ct :. . INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS • e • POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND • •° •a •^•°• °° °` APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"-40' 0 POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND C4 . 0SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY I L' L IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP 11(1°11) SCALE: 1.=400' PROPOSED LEGEND III ' k -STRIPING -CURB LINE ' I �1 - — _ _ _ _ ..--- _ _ _ _ _ _ _ _ - - LIGHT DUTY AC PAVEMENT SURFACE bassettil SW DURHAM RD m0 „997 -HEAVY ASPHALT PAVEMENT SURFACE architects 0 1 in ' -- - a _tom. _ a l ) � sQ.- (SD) 4 CONCRETE PAVEMENT 4 a s[� ` p \ 1. / cn (.. 1 (fin,) SD c (,D — ( r -- � _ ( ) ' OM --(4)--- �� lw) a. saMwx (') _ �1 I— W }V) , V� _ 1 ) �' �r� ( ) MENU 1------ � ~� : •' \ -ADA ACCESS AREA TOW SWIM awe N —r��'� 721 NW 9TH Ave, Suite 350 W (3) 'ti �' ■ , a... X X X • i. -HANDICAPPED PARKING SPACE cf)_ r--- J— —' F / osowissomtr........e \ Portland Oregon 97209 W i i% /— _ - T x HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 11J ., At c� A & ., L. — KIWI x W /rad y BUMP BUMP I — x ,. ,� �— SS -SANITARY SEWER LINE T Z ! x a O -SANITARY MANHOLE 2 I I i : 7 U ,o -DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE f 0 W I— STING �� 11 i Q / FW -FIRE WATER LINE Cardno ILDING ,i P GATE VALVE Portland, OR 9726720 SW 19 Ave Suite 200, ITORIUM) . �� I (G) (SWIM\\M-1,....li I \ FIRE DEPARTMENT CONNECTION T(503) 419-250Q '� //i CENTER) SDG STRUCTURAL ENGINEER I t 12`CONCRETE f I ' / x -FIRE HYDRANT ! WALL �. dew s. a. . . T tiYo Catena Engineers0 -REDUCER 1500 NE Irving St., Suite 412 so aft I " : �/////// I Portland, OR 97232 °� Q ID WATER SYSTEM CONSTRUCTION NOTES T(503) 467980 .* Ir G'/ _.) '` -- BIKE RACK— �j e 4 z MECHANICAL ELECTRICAL COVERED ,A, \\ �J ' \ a 1 I I INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY AT BACK OF PLUMBING ENGINEER O .i - ' •1 % ///4 .�.G�oV1////////./// fail x GlumacL RIGHT-OF-WAY IN EXISTING EASEMENT. SEE CITY OF TIGARD IKE RACKS :.':..' 1 0 .. .,.., .. . - -- ,e,'_:.;,. . ,///iii -••. : 6°CONCRETE DETAIL 532 ON SHEET C5.30. �32 SPACES) .. • 4' 900 SW Fifth Ave., Suite 1600 r r f 7 , ••.• -. WALL Portland, OR 97204` •\, ` , .. . . , � • '.' _ > T (503)-227-5280 IL 0 3 * ¢1 A �,;� I1 FOOD SERVICE CONSULTANT I' > Webb Foodservice Design I x 3700 SE Lafayette Ct. / :2-; —I I \ .- ! Portland, OR 97202 �/t I T(503) 236 8566 41 ;� :P I f I A. * TENNIS COURT PLANS 0 ACOUSTIC &AV CONSULTANT UNDER SEPARATE PERMIT ' 1x900 he WrNeckerson StGenuschC�Suite 201 �'; (CAFETERIA) �! R` — I x Seattle, WA 98119 , ! \ I T 206-378-0569 •� ,., * 0 ...1 Ir 1 1 • COST CONSULTANT I. Construction Focus ;, ...„.\:.,+ I 740 Almaden St. r, I Eugene, OR 97402 r o I T54,-686-2031 :ij 43p.0 1 0 " . ."'. . * 7, I44T 0-- _ . • AMU i ° :;..1 i (r W� I >, f / :11 i"-..j>/7 Z-- 1 5- A ‘,.,,_./ 0 1„.-,../ [,:i 11111.\ 'I° \ 0 . - . _ .0._ , , , 0 , 0 4,„„, -Nin zt / \ ? .....,_ A !- - i 0 7snwu % Cn J \ k _.a.-1 : L X % I 0Li, 0Cardno 0 { .; 0 a `�, 01) 0 � I i ;�fr PORTLAND 0 ' � I r� I A ` L%✓///�� /! 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL.(SD i)419-2500 FAIL(503)419-2600 se /,..i. O7 �r -- www cardno corn .. . , If_ ...1--.M. -Ek3G.$� • • 13 Larme. wEGCU /4/D 0 " ') kIN,,,-ifi ... ,. . . rdnya 2 : 0 • (E) a , 0 '1=All EN— r4C2 \ " : _/./ IIMI ti!MI ,M.•1r 'CHAIN c�\S�O\�G • <<_-7\ ) LINK FENCE C2) \e. - 1 //////////////////// LI LI 1 G / EXISTING / 0 1 C. s1 '� F,`I c' G k BUILDING f W ` \\' 2/////////////i/iii/ ;/iii 1i 111"...- .4 TIGARD TUALATIN SCHOOL DISTRICT S0r ` cp\ • . TIG A R D H I G ASPHALT H\ IA A. PSee'' 4TIR SCHOOL r MODERNIZATION`D- I U - I FW W 2 Q ' U) W PI 0G . W I + 90 �� TI0GARDSW , OR.DUR97224AMR U? / 1 W I Z \ ., JOB NO: 16992.00 � r 1 i i i i i i i i i ii U I __� ISSUE DATE: JUNE 19, 2018 yy�yy��,. Jurisdiction Stamp Area SD rF :1- � ate'."".- �: �"""'�l!L 41 r: ,- :...: to 'II , \ 11110 El dr* ia z i , )4. % -1 ;. ,-,40 1 .,,,,.. N k," .:,--7.. ....\:. � `f,r`�� @ W P�. , r 1 ( 11 ,_ _ _ _ _ _ _ _ .PZ 0 i ! ■ mil to'4*1 LU .:01 UNDERGROUND ACCURACY STATEMENT - ® *L ct SANITARY & THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY o�° ;I'�_II LU INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 8 ` 1 WATER PLAN THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE �/ w EAST AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT I a" n/ WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATIONO a LL INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ° a �y °O e LL POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND ,,°a°° °a e°° ° °'°°°°° APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNOSCALE: 1"=40' O POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND C4 . 11 SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY Iiii =1 ' IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP SCALE: 1'=400' PROPOSED LEGEND -STRIPING -CURB LINE -LIGHT DUTY AC PAVEMENT SURFACE .• . . , 00cooo __lbassetti } -HEAVY ASPHALT PAVEMENT SURFACE Q ❑ Q ❑ ❑ ❑ ° architects 7 J C V Al o ]❑L L.r �� ❑ ❑ ❑ ❑ ❑ CONCRETE PAVEMENT 3 4 .s w o o ). 000000 1111111111111111111 11111 11111`111111 1164 i C 0 0 C \ \ 0 0 0 0 0 0 _ -- —�_----��.r - ADA ACCESS AREA 441> N \ 717 3 ® C ❑ ❑ c ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a p 3 O y Z > ti .� ❑❑ ❑ - - — ❑ w 4 . ` '� +< HANDICAPPED PARKING SPACE 721 NW 9TH Ave, Suite 350 37 . Q � r w w W !aQ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑n ley � �. 6 Portland, Oregon 97209 3 3 _ w w w ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ tylMilt.i.itf\4/• 4, 4, 00000,0000,0000001aIeir 1 HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 It, N7 0 W w w w w w w w w _ I d .. w w ��~ /� w w W W w w w es.4Pre �..�li�� 1/4 . . w !� ! ss -SANITARY SEWER LINE 0,, �` ) Alb, w W , _,sev...4`1'' �rl''" ' ANITARYMANH LE 44 lit 0 I •�. ,� i W w w W w v Air,� • `' OO W DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE >� 4 /. rp w . w w w ° �. .� / ,i' ° Cardno WM DCDV - \ 41V' '` _ tad.w ( A. ' y,E FY' FIRE WATER LINE 6720 5W Macadam Ave Suite 200, • a ,m, \ to 1101h, �, w �� d CD -GATE VALVE Portland, OR 97219 I +.� , . 46 ■H■\ W w w .J~ ' t` oCO,. T(503)-419-2500 W YY 'FYI i r__ t`Aj�.r.��F:. �-.. �i■ _ W w0 �r`../® - Agijk 4 • • 'R ® W1p, Ore ,, • 0 ❑• p ■„ ❑ ❑ ■ -FIRE DEPARTMENT CONNECTION ipo • 14 J \ A. It, � ,------- - �� • 00 . • 00 . FIRE HYDRANT STRUCTURAL ENGINEER _ ■■■ • ter:. , 0 :16,., . A � . ❑❑ ❑❑ ❑ . Catena Engineers . _ • a = a. t / . ❑ ❑ „ tip ❑ ED -REDUCER 1500 NE Irving St., Suite 412 .! l - p p r . p ❑ ■ Portland, OR 97232 lit414), w { ` SANITARY SEWER CONSTRUCTION NOTES T (503)-467 4980 OI . .w w1 On° ° k{:\)_ ' 1 '�' otoo „., • 0 • • r ■°z'❑ 111' ■ w w w , .. V} a f ` � 4 g• �." . ❑ ❑ _ MECHANICAL ELECTRICAL & ilk ® \ / i\ ,. INSTALL 6" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF . a' w . e _..� :---.: _.. ,... . . O PLUMBING ENGINEER W W W W .. � � � TIGARD DETAIL 180 ON SHEET C521.• . 4 . w w . V Glumac C3 w w :/ U ; _. "All � INSTALL 4" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF 900 SW Fifth Ave., Suite 1600 olt wn w Portland, OR 97204 . ( 1 �I• TIGARD DETAIL 180 ON SHEET C5.21. T(503)-227-5280 92ND AVE SOUTH ENTRANCE ENLARGEMENTO LOADING ZONE ENLARGEMENT 411310 INSTALL 3" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF FOOD SERVICE CONSULTANT TIGARD DETAIL 180 ON SHEET C5.21. Webb Foodservice Design SCALE: 1"=20' SCALE: 1"=20' 4 CONNECT TO EXISTING SANITARY SEWER WITH INSERT TEE ADAPTER PER 3700 SE Lafayette Ct. CWS DETAIL 530 ON SHEET C5.21. CONTRACTOR TO VERIFY LOCATION AND Portland, OR 97202 I -- INVERT ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. T(503)-236-8566 20' 10' 0 20' 20' 10' 0 20' co INSTALL OLDCASTLE 5106-SA, 1500 GALLON GREASE INTERCEPTOR WITH 4" ACOUSTIC &AV CONSULTANT INLET AND OUTLET GRAVITY CONNECTIONS. REFER TO PLUMBING PLANS The Greenbusch Group FOR CONTINUATION. 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 6 STUB AND CAP FOR FUTURE SANITARY SEWER POINT OF CONNECTION AT T 206-378-0569 BUILDING. SEE CWS DETAIL 520 ON SHEET C5.21. REFER TO PLUMBING PLAN FOR CONTINUATION. COST CONSULTANT Construction Focus ° � 4 w w w ww w \ WATER SYSTEM CONSTRUCTION NOTES 740 Almaden St. �' �ww w ' \\ Eugene, OR 97402 �� ¢ �SW W a\ O INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER CITY T 541-686-2031 `' it s w w w OF TIGARD DETAIL 180 ON SHEET C5.30- w w w �` w w \\ w W W W� ® W w \ W w w w w` INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER Z w W W i • W W\ DETAIL 180 ON SHEET C5.30. y(.`�v W W w \ w 40: is 4, �� `�` INSTALL 4" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER w w w 1.''v., ' DETAIL 180 ON SHEET C5.30. w x 4111II, INSTALL 6" DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND BACKFILL W O w w w �`` PER DETAIL 180 ON SHEET C5.30. w w w w w w w w w w \ w w W W w w w .. W . �\ PROVIDE 6" DOMESTIC WATER SERVICE STUB 5' FROM BUILDING. REFER TO .. '' © PLUMBING PLANS FOR CONTINUATION. / " w w w iy 6 ss - �\ 6 STUB AND CAP FOR FUTURE DOMESTIC & FIRE WATER POINTS OF cr, W W W w w W w W Ww w Ww Ww ww W Ww W Aw w w 4. W W � 4., - , w- - ' \ ' ,- Va n Q CONNECTION AT BUILDING. REFER TO PLUMBING PLAN FOR CONTINUATION. \\ PORTLAND \w . W W W W w W --:� \ \\. / UPON WATER LINE CONNECTION, CONTRACTOR TO REQUEST 6720SW MACADAM AVE,STE 201PORTLAND,OR 9721 9 V\� /F TEL(513)419-2501 FAK(50.3)419-2600 w 4' .4' ww '' \ INSPECTION FROM CITY PLUMBING INSPECTOR, DEPUTY FIRE ,, ,, Qom \ . MARSHALL AND PROJECT ENGINEER. OFFICIALS TO REVIEW 6 CONNECTION AND COMPLIANCE OF EXISTING DOUBLE CHECK TO 1LJ W W W w ., Ji W \ w w W W 'Cl. w w . ---( \ _ .,. '\ '� NFPA STANDARDS. CONTRACTOR TO DOCUMENT INSPECTION AND w w W w W . w w W \ (jy-4., - --\,‘, 4/00 ` �� PROVIDE REPORT TO ENGINEER. �w w I�(�J�4. w w w w w 9 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.30. • w w w w w w - _ i ..-- 4!.• w -/ / •/ w - W + + w w \ \ ........... 6 NOT USED. w w w w w w w w .___ /_ , _.., �\` �, w w w w w w � �• 6 �� INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY. SEE CITY OF TIGARD DETAIL w W w (T- \ S 532 ON SHEET C5.30. '\ "' , TIGARD TUALATIN SCHOOL DISTRICT � W �' __ cam/ , INSTALL FIRE HYDRANT ASSEMBLY PRESERVED DURING DEMOLITION PER O �* I ® DETAIL 542 ON SHEET C5.30. VERIFY COMPLIANCE OF EXISTING HYDRANT ` '' ASSEMBLY WITH TUALATIN VALLEY FIRE & RESCUE. FIRE HYDRANT TO BE TIGARD HIGH O ", ii. PAINTED RED. -O ® INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON SHEET C5.30. SC H 00 L : - 1 j _ 0 ;` � -(�_ - � 4 INSTALL 3"WATER METER. CONNECT TO EXISTING WATER MAIN. SEE M O D E R N I ZAT I O N 1 ,,--_- DETAIL 523 ON SHEET C5.30. Th, _ ./ Air .� \ __ ® INSTALL 2.5" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. SEE `. A)/,- ) '",' DETAIL 531 ON SHEET C5.30. ARTIFICIAL TURF \ 9000 SW DURHAM RD. © , , TIGARD,OR.97224 BASEBALL FIELD \ \ \\.., �' JOB NO: 16992.00 �� \ SW i I ISSUE DATE: JUNE 19, 2018 our RD t , \ I ��' �� \� `1 , �. >. ri--g.. - Jurisdiction Stamp Area \ .it Ifllflll a Z \:,,,,„ 1 Et , - ,,,'' . iiml li lb,;\ i-�'� j _ . : ''°' ,.\�\, '\ .t *yam !_,J •.' Ia . ' v) 0 �. _ r •✓ : w UNDERGROUND ACCURACY STATEMENT 1 , _I 1,,.. ,.. '. • ^,41111 ' -,------ ---„\\,..4; 0 ° •• 1• o �. o Z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY +` 1 --- INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES ' , °� • c ° LLJ THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 4 . ._.°'• . Ct SANITARY & AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT 'ILu WATER PLAN WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION . 'i' INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS MAINTENANCE/FIRE LANE ENLARGEMENT , ° 1 1 POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND LLi ENLARGEMENTS APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO : °� m° N POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE: 1"=20' ° PaLL SIZE INFORMATION, INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 1 � 0000 "o°o00° n/ IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 20' 10' 0 20' ®° o ®° ° °o° 0 THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. V / L.,_ C4 . 12 KEY MAP 0 SCALE: 1'=400' a CURB JOINT 24" - bassetti SEE STD 12" � HEAVY CONCRETE architects DETAIL NO. 146 5' MIN. 61~ SEE NOTE 5 ROW 3!4"R SECTION HEAVY ASPHALT i I SECTION a �-2� •t t" ' •' • k"'••w. "s.:-t•-'',!' ` " 1" S OT 4" 721 NW 9TH Ave, Suite 350 ROAD i' t :. � �- EDGE S% ° Mill7' • 4 i•. . u111Er?11= -11=11=1111= i • 4 3/4 R g ----4r- • Portland, Oregon 97209 • ; Ii=II=II-11=11. .11=11- �/� . ,� t T (206) 340 9500 F (206) 340 9519 7 Y - -a e .d 2" OF 3/4"-0" BASEROCK T M..•4 3!4 R d 6cD 6„ 5 _=�_ DRAINAGE BLOCKOUT4 4 �� c COMPACTED SUBGRADE d 3" I.D. SCHEDULE 40 4PCDOCCDC DWV (ABS OR PVC) -�-.2 .J U( 314"RCIVIL ENGINEER & LANDSCAPE PIPE W/COUPLING 00000 14" o0vc Cardno • SIDEWALK ADJACENT TO CURB 0 0 , o a . ` . 16" 6 isCI ° . 6720 SW Macadam Ave Suite 200, Portland, OR 97219 C C c c;:c a . a•o c T(503)-419-2500 -.t PLANTER 6>~-E 5' MIN. >� ROW 4 0 0 o �� d d v STRUCTURAL ENGINEER STRIP �� 4 • CCC CCC 4 CvCC c Catena Engineers 6" � • o 0Oo . �-2% 4 • �� Y.�.� 'ti�>,' yti p,r: .:..•';;;:;.!;-�`.r ` 0 OO A a 1500 NE Irving St., Suite 412 ROAD 4 _� � i � 9 Portland, OR 97232 ' - c__7 a �a D D C �� C T(503)-467-4980 IIPIL-zllr�ll-� • II�IICIL �/�� 1f • !=11=l=Ih11. .11-I1= '- MECHANICAL ELECTRICAL & PLUMBING ENGINEER 2" OF 3/4"-O" PLUMB COMPACTED SUBGRADE /if BASEROCK COMPACTED SUBGRADE AGGREG�ERTYP. STE BASE �CTON �+ 900 SW Fifth Ave., Suite 1600 NOTES: Portland, OR 97204 SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: T(503)-227-5280 NQ'= k TO BE PROVIDED: FOOD SERVICE CONSULTANT 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. Webb Foodservice Design 2) AT EACH COLD JOINT. MOUNTABLE CURB AND GUTTER 3700 SE Lafayette Ct. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3) AT EACH SIDE OF INLET STRUCTURES. 1 Portland, OR 97202 4) AT EACH END OF DRIVEWAYS. SCALE: NOT TO SCALE T(503)-236-8566 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND ACOUSTIC &AV CONSULTANT PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT The Gr SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL GreenbuschGroup WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS Seat1900 W. Nickerson St., Suite 201 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. , T 98119 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. T 206-378-0569 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. I. COST CONSULTANT OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE >" �- ' Construction Focus A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 11 740 Almaden St. ARK1N Eugene, OR 97402 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET t T 541-686-2031 SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 OVER PIPE. CIp r 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL , 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL CITY OF TIGARD NO SCALE CITY OF TIGARD A NO SCALE \ OREGON nt MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. STANDARD D . NO.ENGINEERING DIVISION WY S.W.HALL BLVD. APPROVED ENGINIR CONCRETE D . Na. "� ,DIVISION CM'F:r mimic WORKS DEPARTMENT I� PI7BLYC WORKS DEFARTMENr iIGAID,OREGON 9Ti27 JANUARY 2013 SIDEWALK TIG S.W.13115 � VD 12 0 TIGARD,OREGON 9» JANUARY 2013CURB 125 T.IGIA&tD Vale (303)639-4171 PA-t: 003)6.41217 A!'fMlOI/Ai DAV TI� PAI yams: . 71 APFMl01fAL DATE T MOUNT GALVANIZED HEIGHT STEEL POST- in.- (.1") Cardno DRAINAGE BLOCKOUT -4- PORTLAND 3" IL.. SCHEDULE 40 --i- 6720 SW MACADAM AVE,STE 200,PORmAND,OR 97219 1"_. 6' ...17- '�,1 DWV (ABS OR PVC) EXISTING DRIVEWAY - ' TEL.(503)419.2500 FAX(503)419.2600 worn S oorn PIPE W/COUPLING MATCH WIDTH & GRADEi. 1" BATTERI 11. =Ti.-11=11.1 1_11=1 7 ROAD r"- 1„ 6 ' 1 R . , if ii ,i R/W UNE 6" /-- SEE NOTE 3 r•I I 18"CONCRETE BASE "� : IF€n 12" i • . • •., r1f 11 Lii ] 1r NOTES: 6" li 4 1/2" 'E{{" } SEE NOTE 4 ` a ^ 4 '-" 5' MIN SIDEWALK 4 y M AX. ilii 2 1. SIGN TO BE PER CURRENT QFC D103.6 SPECIFICATIONS. o %. o oae 0 Qe eio d a ac s�° a h a e 0.::-71 2. SIGN BACKS SHALL BE PAINTED BLACK. � BASE COURSE -- 11.-13. SIGN POST SHALL BE POWDER COATED BLACK. SEE 4. SIGN POSTS SHALL BE BREAKAWAY. 24 LANDSCAPE „de...-- NOTE 3 LANDSCAPE COMPACTED SUBGRADE STRIP SEE NOTE 2 -..„,� STRIP 0 NO PARKING FIRE LANE SIGN TIGARD TUALATIN SCHOOL DISTRICT I I SCALE: NOT TO SCALE A -*- TIGARD H 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX SCHOOL -- 3' --iic 6>~ 3' -me- 2. EXPANSION JOINTS: 10' MIN A. TO BE PROVIDED: PLAN MODERNIZATION 1) AT EACH POINT OF TANGENCY OF THE CURB. R/W �P� 2) AT EACH COLD JOINT. PROJECTED TOP 8'F 0�� Nop�Rki 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" OF CURB �27G MAX, NG FSR 4) AT EACH END OF DRIVEWAYS. e 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ' • • '-': NF 9000 SW DURHAM RD. TIGARD, OR. 97224 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, � .�_' -- ,� -4- RI� WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. •• "`, ' -11�IIr- �- 11/A - :� . :` -III 1' 2 16992.00 :,.7 _ .c-',3-- JOBJOB NO: 3. CONTRACTION JOINTS: :°;:07: o\. .: i : ;11:*.: " •. 117 II,. I'� Q� o pq° "..1:41,- �•s a••••• - ''' I I ISSUE DATE: JUNE 19, 2018 A. SPACING TO BE NOT MORE THAN 15 I EET. ° O �'°'"��'""''�° ::=;: o :! SEENOTENO. 4 R�/NG F/RF_I 111 1111 I I II l �I� ��F Jurisdiction Stamp Area B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE ›- 4. BASE ROCK 2"-0" OR 3/4"-0", 95% SECTION A-A (3/4"-0") COMPACTED NOTE: SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. PAINT CURBING BRIGHT RED AND STENCIL WITH 1" Z 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: WIDE BY 6" HIGH LETTERS "NO PARKING FIRE 0 NOTES: LANE" IN WHITE WHERE SHOWN ON PLAN. THE A. 3" I.D. PIPE WITH COUPLING. LETTERING INTERVAL SPACING MUST BE UJ B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. APPROVED BY THE TUALATIN VALLY FIRE U SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. DEPARTMENT. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 0FIRE LANE PAINTED CURB DETAIL Z AND A MAXIMUM OF 3.0' FROM PROPERTY uNEs. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED SCALE: NOT TO SCALE W SITE DETAILS I MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL W BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. LI- (FOR (FOR COMMERCIAL DIRVEWAYS ONLY) W art OF TIGARD NO SCALE GPTYOPTIGARD APvrtatim N0 SCALEfI OREGON MICI4AEL A. STONE, P.E. O N LORI FAJ4A. P.E. COMMERCIAL fI .iis.,..... ...i a DiVISIOAi c.1 m..,...:. .. a DIVISION APPROVED DVS Dw� Na. G,., Dwc. No. II ■ PUBIIC wom DHPARTMETTP clttr o+ 1 ; PIIBBIJC WORE*DEPARTMENT •�ia,OREGO HALL � JANUARY 2013 CURB GUTTER �;�OREGON HALL �, FEBRUARY 2016 DRIVEWAY TIGARD ( I)639-4171 126 TIGARD VOICE.(503)639�n7I 143 0 FAY: (503)664-7297 APPROVAL DAM (503)644.4197 _ _. PAL APPROVAL DATE u_ C5, 00 A D bassett! " �07— architects RESERVED - 1 i? G H 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 PARKING _ . G T (206) 344 9544 F (206) 340 9519 K / — It B CIVIL ENGINEER & LANDSCAPE i RESERVED (111 )111. I Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 F STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 A PARKING , ALUMINUM SIGN PLATE, r H 1 BAKED ENAMEL. SEE ` fi MECHANICAL ELECTRICAL & DETAIL ON THIS SHEET PLUMBING ENGINEER SIGN R7-8 --�� 6. SIDEWALK FOR DIMENSIONS. Glumac J . 900 SW Fifth Ave., Suite 1600 C Portland, OR 97204 [ ] SIGN R7-8P r �� / j 1\ T(503}227 5280 TYPICAL A.D.A. PARKING ACG ABLE " SIGN TO BE MOUNTED ON FOOD SERVICE CONSULTANT ALUMINUM SIGN ' ' WHERE SHOWN C SIGN POST. SEE DETAIL ON Webb Foodservice Design SEE DETAIL ON WHEELCHAIRON PLANS THIS SHEET. 3700 SE Lafayette Ct. THIS SHEET USER ONLY NOTES: PER Portland, OR 97202 PLANT(503)-236-8566 SIGN OR7-8C A 1. SIGN BACKGROUND:WHITE, RETRO-REFLECTIVE SHEETING. ---- 4"WIDE WHITE STRIPES @ 2' 2. SIGN LEGEND: GREEN,RETRO-REFLECTIVE SHEETING. O.C.AT 36 DEGREES ACOUSTIC &AV CONSULTANT 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA RESERVED FOR 2_�_ ' ` The Greenbusch Group VEHICLES WITH DMV PERMIT AS STATE. (v A.--A.-- ' 1900 W. Nickerson St., Suite 201 6°/ TYPICAL A.D.A. PARKING Seattle, WA 98119 7' MOUNT SYMBOL. SEE DETAIL ON T 206-378-0569 GALVANIZED �' HEIGHT y 9, —10.-_—alI 9' _-,-0--- THIS SHEET. STEEL POST DIMENSIONS(INCHES) COST CONSULTANT —%— SIGN Construction Focus —i— A B C D E F G H J 740 Almaden St. PER PLAN Eugene, OR 97402 I• STANDARD 12 18 3/8 1-1/2R 2 4 2C 6 4 (6'MIN STANDARD, T 541-686-2031 ,_. ,. . .1 8'MIN FOR WHEELCHAIR r - . :i I. rr. NOTES: OR VAN ACCESSIBLE) 12"0 ei.. It.: 18" CONCRETE BASE NOTES: I • • i 1. CONSTRUCT/INSTALL FACILITIES IN ACCORDANCE WITH ANSI C.. 1 i 1. SIGN BACKS SHALL BE PAINTED BLACK. 117.1-2009 SECTION 502.0 - TYPICAL A.D.A. SIGN 0 A.D.A. PARKING STALL SIGN 0 TYPICAL A.D.A. PARKING STALL SCALE: NTS SCALE: NOT TO SCALE SCALE: NOT TO SCALE - /A \ U7 Cardno PORTLAND 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL:(5635 419-2500 FAX(503)419-2600 wpm cardno can u C(STROKE WIDTH) I 7— BACKGROUND A if TIGARD TUALATIN SCHOOL DISTRICT 4"P.C.CONCRETE(3,000 PSI) (i E A TIGARD HIGH 2"COMPACTED 3/4"-0"OR 1 1/2"-0" F 1 CRUSED AGGREGATE BASE COURSE VAN„ � � � / Bj SCHOOL ��,�� ,. ,�,�� ACCESSIBLE L A, , ,.�// SUBGRADE MATERIAL 1. E ,� H I MODERNIZATION LIGHT CONCRETE SECTION i. L SIGN NO. R7-8P C1 _ } C B NOTES: 9000 SW DURHAM RD. NOTES: TIGARD, OR. 97224 1. PAVEMENT MARKING BACKGROUND:OPTIONAL: BLUE, RETRO-REFLECTIVE. 1. SIGN BACKGROUND:WHITE, RETRO-REFLECTIVE SHEETING. 2. PAVEMENT MARKING STENCIL:WHITE, RETRO-REFLECTIVE. JOB NO: 16992.00 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING. 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. ISSUE DATE: JUNE 19, 2018 6”P.C.CONCRETE(3,000 PSI). DEFORMED SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. ) Jurisdiction Stamp Area izz--- #3 REBAR AT 12"O.C. EACH WAY. PLACE 3" CLEAR OF AGGREGATE.TIE ALL BARS DIMENSIONS(INCHES) LEGEND J z n 2"COMPACTED 314"-0"AGGREGATE BASE DIMENSIONS(INCHES) A B C D E F G SIGN Z '.\ \//� �-/,; /� ��/�`i �i A B C Cl E F G H L MINIMUM 28 24 3 0 \//��7 \ ./„.• / SUBGRADE MATERIAL W . STANDARD 18 9 3/8 3/8 2-1/4 20 1 1-1/2D 1-1/2R STATE HIGHWAY 41 36 4 HEAVY CONCRETE SECTION 0 4 VAN ACCESSIBLE SIGN 0 TYPICAL A.D.A. PARKING SYMBOL Z SCALE: NOT TO SCALE SCALE: NOT TO SCALEct SITE DETAILS II W HEAVY/LIGHT CONCRETE SECTIONS LL 6 LI J SCALE: NOT TO SCALE 0 u_ C5.01 1/4"GALVANIZED CLOSURE. SEAL WELD bassett, OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8' H) REVISION o, architects Panneaux Omega Architecturale sur poteaux carres ( randeur 8' H 6" DIA SCH. 40 STEEL PIPE, \� PRIME AND PAINT OSHA YELLOW j i 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 Panel / Panneau 8' (57 lbs/25.9 kg) T (206) 340 9500 F (206) 340 9519 Universal Collar C 92a,. Attache Universelle — I [2356mm] ext. CIVIL ENGINEER & LANDSCAPE Cardno 'y4 6720 SW Macadam Ave Suite 200, ...I 1 P . 1 31132'150mm] 3,5' Portland, OR 97219 1 c1c rY ROUND TOP OF FOOTING T(503)-419-2500 111 1" TO SHED WATER STRUCTURAL ENGINEER 125.amm] 6" Catena En ineers 1152A mm] g �� ASPHALTIC CONCRETE PAVEMENT 1500 NE Irving St., Suite 412 Portland, OR 97232 PER PAVEMENT SECTION T (503)-467-4980 97" [2464mm] / 1" MECHANICAL ELECTRICAL & ' l i7 +I 7.0' PLUMBING ENGINEER ■_ ,a. Glumac ' * i. ia,. hi. i.. ax. . ZX��+r % 900 SW Fifth Ave., Suite 1600 i •„ , ! ! � ! V! !�'!+ !�!��!�� Portland, OR 97204 s. ` Ys-e :� T(503)-227-5280 6 ga 1 Jauge [04-88mml FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. DMo11f)11 ) T 97202 ,._�. 1 • T(503)-236-8566 • 3.5' GALVANIZED ACOUSTIC &AV CONSULTANT 71, PIPE SLEEVE The Greenbusch Group ”" 1900 W. Nickerson St., Suite 201 ° Seattle, WA 98119 T 206-378-0569 INSTALL SO SMOOTH EDGE IS AT THE TOP r ] I. 0.5' COST CONSULTANT — IPA1111.1111 ��•-� C Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 swim es abnInkil Systeme de ClOtures Omega II Tel:450-686-9600 O a 1735 bout.Stctxear Ouest 1-800-836-6342 Laval, Quebec Fax:450-681-5318 1.5'—11." FENCE MIMtll H7L 3N6 www,omegadeux.com 0 WELDED WIRE FENCE REMOVABLE BOLLARD DETAIL SCALE: NOT TO SCALEil SCALE: NOT TO SCALE A (f) Cardno 2-718"0 TERMINAL POST PORTLAND 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL(503)419-2500 FAX(503)419-2600 KNUCKLED SELVAGE REVISION 01 it/ doe/ 2-318"0 LINE POST �� OMEGA ARCHITECTURAL SINGLE SWING GATE MODEL GPM20 Barriere Omega Architecturale a battant simple modele GPM20I .:; CHAIN LINK FABRIC �� L_15/80TOP RAIL ... .�* 2" 4' +�+ ''• STRETCHER BAR ;:; ',+;:; 2-718"O GATE 2-1/2" I 40 4. 4,4, POST POST - - WW SINGLE SWING GATE NOTES: a_ • , l�� +a f �b- ! ' OPENouiveouING 1. INCLUDE PANIC HARDWARE OPTION cr ':' ' - 1'"0 BRACE RAIL +': +� ;+'• ♦��r is a ♦��♦i • � �� ; •��• II iI # TOP RAIL GATE POST DIMENSIONS F tsr) pOCeHINGE �� 518O BOTTOM �' a►4� ,: `i• I ��PANEL(H) OPENING POST ^ PenwreRAIL ='�' � TRUSS ROD :;4 �� LOCKABLE /� 13'x3" 11 a k 141 ( { ll { ll {4`,5 &8 3 to8 g ' '/// '/// 7// '///- -/// -/// ',i.. LATCH BRACE RAIL 3 a ,\\V ,\V ,\\\-'-\\V%\\\-'7\\\%\\\ :.0 , /// /// 7// ///. /// /// , i_ i i �! �. ..7 — _ �l � ' 9 TIGARD TUALATIN SCHOOL DISTRICT 8' 3'to 7' 3"x 3" 11 ga '-,' i3' e '? KNUCKLED SELVAGE �„ \ •• II 4' 9'ta16' 4"x4" 11ga `� ■ PO$fi ' ,r? . s 5' 9'to 13' 4"x 4" 11 ga ABOVE ;r �: X l L1 TCS+ GROUND , PER DLAN /. TIGARD HIGH 6' 9'to 17 4"x 4" 11 ga Loa„+, \ %tem, ._ `J`" .� . I TENSION BAND 8' 8' to9' 4"x4" 11 ga hors-ad 14"0 POST BASE _ / \ -GAT ' SCHOOL Y16"~ � � 1i4 ( ( ti _, 5' 14 to 16' B x6" !6 FENCE AND SWING GATE NOTES: %"TRUSS ROD / 2"O.D. UPRIGHTS 6' 13'to 30' 6"x 6" 346" 1. ALL CONCRETE POST BASES SHALL BE 14"MINIMUM DIAMETER,UNLESS OTHERWISE NOTED. 7. �— \ / M O D E R N I ZAT I O N USE 4 000 PSI MINIMUM. 8' 10' to26` 6"x6" 3fs" , HI 2. ALL POSTS SHALL BE SPACED AT 10'MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY ��#� .• III:*# THE ENGINEER. �� 11 TENSION BAR 3. LINE POSTS: SHALL BE 2-318"O WI TOP RAIL GUIDES � I -- r � TERMINAL POSTS: SHALL BE 2-718"0 WI CAPS TOP&BOTTOM Grandeur des poteaux de porte RAILS: SHALL BE 1-5/8"0 1, Panneau (H) Ouverture Poteau11 1 1 t I II 9000 SW DURHAM RD. t 4. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG BOTH •�j TIGARD, OR. 97224 4',5' &6' 3' 6 8' 3"x 3" 11 ga THE TOP&BOTTOM EDGE. FABRIC SHALL BE SECURED WITH NO LESS THAN FIVE(5),9 GAUGE 11 3"x" 3WIRES PER LINE POST,AND FIVE(5)SUCH WIRES PER TEN(10)FEET OF TOP RAIL. 36" 30" 1 I 1 N_ MIN DEPTH I I JOB NO: 16992.00 8' 3' a 7' ga 5. ALL POSTS&RAILS ARE TO BE SCH.40 BLACK POWDER COATED HI-STRENGTH PIPE PER ASTM 4' 9'A 16' 4"x 4" 11 gats ,. • ;� :. F1043. L I IN: 36" 1 J ISSUE DATE: JUNE 19, 2018 5' 9'a 13' 4"x 4" 11 ga , •. 6. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN. L L J Jurisdiction Stamp Area 6' 9'à 12' 4" x 4" 11 ga "' . ; w • = 7. CHAIN LINK FABRIC SHALL BE BLACK VINYL COATED 9 GAUGE, 2"CYCLONE FENCING AND ALL -t . HARDWARE SHALL BE BLACK POWDER COATED.CHAIN LINK FABRIC SHALL HAVE KNUCKLED 8' 8' &9' 4"x 4" 11 ga k• .•• ?• APP+tox SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE. 14"WIDTH MIN. 5' 14'a 16' 6"x 6" 36" ,y . , '• �, tg ml 8. BRACE RAIL SHALL BE ON ALL PANELS J SEE NOTES IN CHAIN LINK FENCE DETAIL Z 6' 13'x30' 6"x6" 3/6" 8' 10'a 26' s" x s" 3,6~ .• CHAIN LINK FENCE PEDESTRIAN CHAIN LINK GATE 0 0 SYST MII DI CLOTUti>r i Omega II Fence Systems Tet:450-686.9600 Z Offiecia I 1735 blvd.St-Etzear West 1-800-836.6342 Laval, Quebec Fax:450-681-5318 0 CHAIN LINK FENCE AND GATE LU FENCE srss H7L 3N6 www.omegatwo.com Et SITE DETAILS III SCALE: NOT TO SCALE LU LL WELDED WIRE SINGLE SWING GATE W 4 SCALE: NOT TO SCALE Et Et 0 u_ C5 . 02 ■ bassett, architects X30"- 721 NW 9TH Ave, Suite 350 A // `1 Portland, Oregon 97209 CURB TO END AT TOP OF 2"SCHEDULE 40 T (206) 340 9500 F (206) 340 9519 NOTES: RAMP PAINTED STEEL PIPE 36" 1. RAMP TO BE 1:12 SLOPE MAX, 4"CONC. 2. RAMPS TO BE CONSTRUCTED SEPARATELY, CIVIL ENGINEER & LANDSCAPE AND ISOLATED BY EXPANSION JOINT Cardno MATERIAL. r I 6720 SW Macadam Ave Suite 200, PER PLAN v ° Portland, OR 97219 a T(503)-419-2500 d' 3"CLEAR STRUCTURAL ENGINEER 0. 7��M 1'-0" Catena Engineers a �— -i I 1'0" 1500 NE Irving 5t., Suite 412 a d C Portland, OR 97232 p•00000000o• a �. ^ d d , T(503)-467-4980 -..0.0000000.0.0.0.0.00.- • 00000000 - C d d C ASPHALTIC CONCRETE PAVEMENT PROFILE • 000000000 • ' 4 V •°OoO�Q.OoOoOp0o00060p•, PER PAVEMENT SECTION MECHANICAL ELECTRICAL & PLUMBING ENGINEER 0.000000000000000000•• C o.• G.°,op00000°opo•• l v a 4 a Glurnac i v ° ° 4 a v 900 SW Fifth Ave., Suite 1600 3' CONCRETE(PCC) Q ° 8 4 4 Portland, OR 97204 —7.25" PAVEMENT a 41''' 8 4 4 .2 T(503)-227 5280 CORNER INLINE A.D.A. RAMP DETAIL 3.25"— /j ,I." - ° 4 <4'7 jmQ4'MIN. �{ 4 4 SCALE: NTS • i / � j • d ° 4 ° 4 4 I I FOOD SERVICE CONSULTANT ' ,..( i • ` '7 - 4 4 d 4• d a Webb Foodservice Design 5 MIN.— a • . . . • - 4 3700 SE Lafayette Ct. a n \� \� \� \� \� \� \� \� \� V\''' � \° \� \° \� \� �� \� \� \� \ a a d o 4r Portland, OR 97202 \\ \\/ /\ \ \ \ \ \ \\ \\/\ \ \ \ \ \ \ \ \/ 6' a d . • d T 503 236-8566 \//\// //\//\//\//\//\//\/ //\//\//\//\//\//\//\/f\//\//\ 4 . . q . - d ( ) SEE SIDEWALK SCORING .\\.„\.�\��\.�\.�\.�\.�\.�\.�\, r\\r�\.�\.�\.�\.�\i�\.�\.�\.�\, a `a d A 4 DETAIL FOR CONTINUATION . • ° ACOUSTIC &AV CONSULTANT AWAY FROM ACCESS RAMP SUBGRADE 4 a .4 : 4 v - a A a. • A a a 4 The Greenbusch Group ZS Q 4. 4 1900 W. Nickerson St., Suite 201 SCORED JOINT /\/ MEDIUM BROOM FINISH PERPENDICULAR 6"x6" 10 GAUGE WIRE MESH SET 2" a d ° 4 Seattle, WA 98119 A �■I TO PEDESTRIAN TRAVEL ABOVE BOTTOM OF CONCRETE SECTION vd- 4 ° a14 - 4 - 44 a a T 206-378-0569 4 A. ` `�.-• 0"CURB EXPOSURE ° Q COST CONSULTANT • � .' 2 . _ CONCRETE TO ASPHALT INTERFACE WITH IMPACT SLAB 4' Construction Focus c_ .• ,5 ••,l l Y0 740 Almaden St. LANDSCAPING ,� • •w . . •-r. . ••• D .• LANDSCAPING SCALE: NOT TO SCALE PLAN a ►` Eugene, OR 97402 * +•• 6"CURB T 541-686 2031 Y • Q. 'V . ; • • - ' • • - 0 SHORT TERM BIKE PARKING DETAIL WIDTH ....1� SCALE: NTS f PER PLANS 6"CURB EXPOSURE MEDIUM BROOM PERPENDICULAR _. TO PEDESTRIAN TRAVEL SCORED JOINT —\ 0"CURB EXPOSURE CURB CURB LANDSCAPE z LANDSCAPE A I ACCESSIBLE RAMPS AND CURB RAMPS # .......0.------1. ..... 6" CURB EXPOSURE WHERE POURING OF A SEPARATE INTEGRALLY PER PLANS COLORED CONCRETE IS REQUIRED,INSTALL Car, Cardno SHEAR DOWELS 2'-0"O.C.AND KEYWAYS TO PREVENT HEAVINGOF RAMPS WITH PORTLAND 0 0 0 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 A.D.A. PERPENDICULAR RAMP DETAIL OO O O O O C ADJACENT SIDEWALK OR CONCRETE SURFACE TEL(503)419-2500 FAX:(503)419-2600 SCALE: NTS � 0 0 0,0� www � DETECTABLE WARIN SURFACE DEEP KNIFE JOINT MEDIUM BROOM PERPENDICULAR / / / / / / / / / / / TO PEDESTRIAN TRAVEL �; v 4"COMPACTED ASPHALTIC CONCRETE '• ,• ••4 r �: PER 6.-' 0`j0 O C (LEVEL 2, 112 DENSE, PG 64-22) �,�4 • :6. ,.� PLAN ... '•.5',0 •• O 0 0 0 0 0 TIGARD TUALATIN SCHOOL DISTRICT —' _� 0 0 0 0 O O C _'_ �� 12"COMPACTED 314"-0"OR 1 112"-0" MAX .. ` ` ` a • , _ 0 _ 0 _ 0A r�gr+14�re�+1 I CRUSED AGGREGATE BASE COURSE TI G A R D H I G H .moi:_ - 1) L i_i.�• • �� . ��! * �� , SUBGRADE MATERIAL \/ / N V / PER PER PER 1,5' 4 0.2" A/ •// SCHOOL PLAN PLAN PLAN © . . . © © © © © © © ► MODERNIZATION 000000000 © ° LIGHT ASPHALT SECTION MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL © O © © © © O O © © © c REFER TO GEOTECHNICAL REPORT FOR SUBGRADE 0000 © 0000 © 0 0 0 0 0 0 0 0 0 0 © © PREPARATION AND COMPACTION REQUIREMENTS VARIES() MEDIUM BROOM FINISH PERPENDICULAR 0 0 0 0 0 0 0 0 0 0 0 �O� DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL 0 0 0 0 0 0 0 0 0 0 0 �� 0 © 0000000 © 0 000 © 0 © 00000 —� 0 9„ �-_ 9000 SW DURHAM RD. 0 0 © © 0 0 0 © 0 © 0 • 5"COMPACTED ASPHALTIC CONCRETE TIGARD, OR. 97224 TRUNCATED DOME 1 ill (LEVEL 2, 1/2"DENSE,PG 64-22) o IIII1 . i' . . P . o -- y VARIES—1".1©() I DETAIL 16992.00 2.1 1:10 4111111 , • . 14"• •.. :` RAMP TEXTURE PATTERN * * * S i COMPACTED 3/4"-0"OR 1 112 0 a • �� JOB NO: • � - �r DETAIL .~��~!.~�.~��~ CRUSED AGGREGATE BASE COURSE ISSUE DATE: JUNE 19, 2018 AI0TAI Jurisdiction StampArea i PER PER �— 6"CURB EXPOSURE ';•." •/• / f / �� SUBGRADE MATERIAL PLAN PLAN 1. ARRANGE DOMES USING IN-LINE PATTERN AS SHOWN IN \/ /\\/\� . �\/\\/j� DETAIL.COLOR OF TEXTURE TO BE SAFETY YELLOW. ��/\// /\//./ }- 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT J A.D.A. RAMP GENERAL NOTES HAS CURED ACCORDING TO THE MANUFACTURER'S HEAVY ASPHALT SECTION z RECOMMENDATION.DO NOT APPLY CURING COMPOUNDS TO REFER TO GEOTECHNICAL REPORT FOR SUBGRADE 0 1. TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS,OR VEHICULAR WAYS SHALL BE FLUSH AND THE AREAS THAT ARE TO BE TREATED WITH TRUNCATED PREPARATION AND COMPACTION REQUIREMENTS FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD DOMES. SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED NOTES: UJ 5%SLOPE. HEAVY/LIGHT ASPHALT SECTIONS 0 DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE FIBERGLASS OR POLYMER BASED. USE ARMOR-TILE CAST-IN-PLACE SYSTEM, 0 Z ADA SOLUTIONS INC.CAST-IN-PLACE OR APPROVED EQUAL. USE THE LARGEST TILE SIZE FOR EACH LOCATION; 12"X12"TILES SHALL NOT BE SCALE: NOT TO SCALE A.D.A. WINGED RAMP DETAIL USED.DOME SIZE AND SPACING SHALL BE ADA COMPLIANT.COLOR SHALL BE SAFETY YELLOW. UJSITE DETAILS IV SCALE: NTS LOCAL JURISDICTION: L.L W THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES OR TOP OF RAMP(CA.). LL THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTABLE WARNINGS(E.G. EXPOSED CONTRASTING COLOR AGGREGATE, UJ GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERCEDE �y WHEN MORE STRINGENT THAN ADAAG. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG. LL Et 0 ADA ONSITE CURB RAMP DETAILS DETECTABLE WARNING SCALE: NOT TO SCALE 4 SCALE; NOT TO SCALE 0 C5 .0 3 As required in = 2'5114° _ I Off typical sections el rm fl � i-1asse i Street Street /of plans + I 8"OUTLET PIPE architects [.._ _..1.., Area I USE ENLARGER TO construction � T—cut (see I I CONNECT TO STORM Surfacing / ote 1 ) A I MAIN LARGER THAN 8". Topsoil or asN) / I I 721 NW 9TH Ave, Suite 350 directed � Base Material 2'-5 v4" — — — L=-- — — — Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 A- — I • Z I I O 0 0 U I - - T - � LYNCH STANDARD CAST IRON GRATE CIVIL ENGINEER & LANDSCAPE Q a I ` 2"THICK-RATED 15,000 LBS.) IA > c I 10 0 '� L — — — — — — — — --- --f OR LYNCH EXTRA HEAVY DUTY CAST Cardno ta 7.+ O6720 SW Macadam Ave Suite 200, y v �' L 0 0 IRON GRATE(2-314"THICK-RATED oti \ O Y Portland, OR 97219 V Zcn :+� +' 50,000 LBS- BOTH OR APPROVED EQUAL T(503)-419-2500 ta o PLAN VIEW STRUCTURAL ENGINEER x E Catena Engineers -p — �wi� N •D N 1500 NE Irving St., Suite 412 C _O Portland, OR 97232 1n O - t U} — - m O N C O -0 4- C a) 0 / T(503)-467-4980 eL O I 0 O; w m a cN •a n C) :____,_______j7° MECHANICAL ELECTRICAL & 0 PLUMBING ENGINEER Joo o et a\v rn Glumac ar .1„ a1'n a ; 3",•` 900 SW Fifth Ave-, Suite 1600 . 3112" 6112" STEEE,2112 OPEN WITH STAINLESS 2" Portland, OR 97204 6 Min bedding a 6" 10 •GA.SIT. OUTLET • • 112"KNUCKLE, 10"LONG6T(503)-227-5280 below outside of ED — METAL(TYP). I,DIAM' '' WITH 1/4"PIN (FASTEN FOOD SERVICE CONSULTANT pipe bell 3/4" — 0" MSN MIN ii10" I — f WITH 6 @ 114"STN.STL. Webb Foodservice Design I BOLTS) 6' 3700 SE Lafayette Ct. crushed aggregate v -rig, It Portland, OR 97202 '�' r' A* • • T(503)-236-8566 Y C c rs+�1e- (TYP)7 3"CENT— ACOUSTIC & AV CONSULTANT 2' Min Trench --(\.-,,,,>.\\)..\\\- -.):,:;-.,- �� - )/ 3/16' V \ 3116" \,i\\ \ i�\f The Greenbusch Group foundation f \\\•<#.' 1900 W. Nickerson St., Suite 201 stabilizationSeattle, WA 98119 "B" CLEANOUT SECTION C-C T 206-378-0569 If required DETAIL DEPTH TO MATCH COST CONSULTANT NOTE: GRATE DEPTH & GRATE FRAME 740 AlmadenConstructSt. EugeneOR 97402 1• 1' T—CUT FOR PIPE ONLY PROJECTS. 7 f , 2. JOINTS TO BE TACK AND SANDED. T 541-686-2031 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 7 I / i / 1%0" 114"ANGLE I f • CrrYoeTIGARD "" ' °Y' NO SCALE THICKNESS MIN. I I -- I OUTLET OREGON MICHAEL A.CITY wONIy P.E.EDI TRENCH D . NO. I 11 114" I I _- SNGIN)�iG DIVISION III mimic WORKS DEPA'11• Tl' 13125Sw.I�►IT.BLVD 3116" V I --. TIGARD,OREGON 91323 JANUARY 2013 BACKFILL 1 $0 I = (TYP.)� - PAY: (603)6647297 APPROVAL OAT[ I - 1•_g^ i_ _ A / SEE DETAIL"B" 3/16" V ` � LOCATE FRAME AND COVER V / Cardna OVER LEDGE OF AT LEAST I I MANHOLE UD 12" IN WIDTHIA 114"PLATE(TYP.) I PORTLAND AS APPROVED FACE OF CURS . .�� SIDES AND BOTTO� AllAIN I 6720 SW MACADAM AVE,STE 2CO3 PORTLAND,OR 97219 W/ 6:1 BATTER w PER Fr. n� 8•MN.BETWEEN \ A (TYP) , TEL(5031 419-2500 FAX(503)419-2800 1/4SLOPE v KNOCKOUTS I ` vnvw.cararocan • GUTTER PAN (12' WIDTH TYP) ., + , 1111 �p CALCULATED I.E.OUT !!!! AS SHOWN ON PLANS i —0.- 6t.7 .- --16.":1- 1 �L Q v •I i FACE OF CURB m _ = 4 3" WEEP HOLE LOCATED m "� N • BACK OF CURB AT BASE OF SUB-GRADE +-24'-� d n 2'-0112"SQ. FAGGREGATE (TYP) : 4 = MAXIMUM 27'FROM TOP OF • 4 . 4 > STANDARD FRAME AND COVER OR jr 1 • • O. _ _ I �r- o a _ 40 FIRST STEP TO TOP OF WATERTIGHT FRAME AND COVER. • A • '� ! M WATERTIGHT 003L 1$"• CASTING SEE STD.DRAWING N0.110-SA/ST :FACE. !. SEE DETAIL X030 �QRNO-120 ELEVATION VIEW 1 , JP IPI ' /� SET FRAME IN NON-SHRINK GROUT 1....-3'-0---44-- 42" 3"-0-�„-� . 1/2' PRE MOLDED t .15—• ,T5' l D EXPANSION JOINT NOTES: GRADE RINGS(2",4',OR 6")MAXIMUM 12'SET STANDARD TRAPPED STYLE CATCH BASIN TIGARD TUALATIN SCHOOL DISTRICT A FILLER (TYP.) SECTION A—A 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE --- , •d L�IN NON-SHRINK GROUT SCALE: NOT TO SCALE OF RLL P IN LACE NE. • II G A R D F—I I G H 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY ' PLAN VIEW STRENGTH OF 3000 P.S.I.AND SLUMP OF 2"TO 4'. v 0 ' B"(TYP) FOR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4- STANDARD ECCENTRIC 36" POURED IN PLACE SUCH AS KENT-SEAL NO.2,RAM-NECK,OR AN APPROVED n CONE BOTTOM-FACE PROJECTED X` EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. '' S H O 0 L OF GUTTER GUTTER UNE 5"(TYP) FOR PRE CAST 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT, V WITHOUT 4" MIN. CURB INLET OPENING 5. PIPE CONNECTIONS OF 24'OR GREATER SHALL REQUIRE A DEPRESSION TOP-FACE OF CURB 6. PICONNECTIONS OF FOUR OR MORE MAINLINES SHALL °••AND CHANNEL DETAIL. UN MANHOLE STEPS SEE e IV1 0 D E R NJ I ZATI I ONJ I 1/2" BOTTOM FACE OF CURB REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING N0.100 ' } �_ K/ 7. PROVIDE A MINIMUM OF 8'OF INTACT(UNDISTURBED) a MANHOLE SECTION 1rI•ii y � 6r+�! MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED .. . (VARIABLE 1'-4') s -' . •ii; A•:q .11►� _ ‘41.10.0" ON THE INSIDE FACE DF THE MANHOLE. M - 3" WEEP HOLE IIII8. BREAKOUT OF WALL FOR PIPE SHALL 8E 2'MINIMUM AND —�,� PROJECTED GUTTER UNE LOCATED �.•-•• 4'MAXIMUM CLEAR OF PIPE WALL. Z a Is �. AT BASE OF — .4.1k:. ./7 1 ••4 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' M ',, ,f SUB-GRADE I FOR SANITARY CONNECTION AND 48"FOR STORM y. 9000 SW DURHAM RD. ' • �— 5'MINIMUM TIGARD, OR. 97224 AGGREGATE • 4+ CONNECTION. (TYP) '. 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND r: COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. `. 0 ' JOB NO: 16992.00 ��., 36" r`� V v WATERTIGHT SEAL �' �,�� `.; J ISSUE DATE: JUNE 19, 2018 SEE DETAIL #030 X' �: 0 48"Mirl. 30" '�f/�'�� Jurisdiction Stamp Area - X'��30"--w- X•`-� f r `+ I. J MINIMUM 12"LEDGE(ONE REQUIRED)1"IFT.SLOP —42"-4.- 1 1/2" 38" �; POUR MANHOLE BASE AND CHANNEL TO 3/4 DEPTH OF TYP. 2"MIN.FROM TOP OF PIPE TO EXISTING MAIN. a MANHOLE SECTION SET MANHOLE BARREL SECTION ON BASE THEN CUT 7 FRONT VIEW 1 1/2" GUTLTEE •INE OUT TOP OF EXISTING MAIN. Ly PIPE o N-i A . pzi ,..reSS, -4- . .• , 0 PERSPECTIVE VIEW SHOWING • _ i Ids W DEPRESSED GUTTER AT CURB INLET _ a: ..• . b 8'MINIMUM CONCRETE r 1 SMOOTH FINISH CHANNEL TO • ' `J NOTES: , - . ,• - 3/4 VERTICAL HEIGHT OF PIPE --• ' •r r-' :.� 7 L 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. -..-••:1'... --••`f+ ' _. AND A SLUMP OF 2" TO 4". 12'MINIMUM OF '-0'COMPACTED ----;.+77'.!7`..... ; ':.:- 72'MINIMUM BASE MATERIAL W STORM DETAILS 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3'4" TO 0" COMPACTED BASE MATERIAL. CC II 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). W INLET CATCH BASIN STANDARD MANHOLE OVER EXISTING PIPE DETAIL W Ct ( CG- 30) SCALE: NOT TO SCALE CleanWater Services CC DRAWING NO. 330 REVISED 12-16 0 'I— C5. 11 s _y-r STORMFILTER DESIGN TABLE <' ', bassetti1 TRANSFER HOLE AND COVER •THE V x 11'PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF architects FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE, I •THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION- INLET BAY I I I I •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. ' ' ' , _-- L___ I - --� l CARTRIDGE HEIGHT 27" 18" LOW DROP _J f.,r_ F 1 •� / ♦�c I 18 Cartridges Max SYSTEM HYDRAULIC DROP(!i-RECTO MIN.) 3.06 2 3' 1.B �� _ _ _ 721 NW 9TH Ave, Suite 350 1 I HEIGHT OF WEIR(W) 3.00' 2.25' 1.76' 1ill ♦ � - j�� - - X11 TREATII�ENT BY MEDIA SURFACE AREA 2 1 gpm?ft 2 gpmI l' 1 gproVIP 2 gpmMI' 19PnM1• Portland, Oregon 97209 I II I I I -� "� "i - -� I CAkrRIDGE FLOW RATE(ppm) 22.5 I 11.25 15 I 7.5 10 5 - _ff_ _ �� T (206) 340 9500 F (206) 340 9519 _ _�__ I "Hu 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE I 1 �f mi-- t-- -A- -h--� / PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9(," BAND WIDTH, i CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED L____.-I-4 4-I-J I r�-I=N," _9'`- ../11-‘....."---..., SCREW. 4 ALTERNATE r _ 1 - d- 1 SITE SPECIFIC b PIPE LOCATION ;-IA-- --A-- it _ 1 CIVIL ENGINEER & LANDSCAPE I I ♦,__,/_�!_-,_ - DATA REQUIREMENTS 1 1 -1--EL.- 39 ,_ _\ ,_ _ - STRUCTURE ID • // Card no K--I E, i $_ _� FI ;� ?�- WATER OUA TY FLOW RATE(ds) f J, 3. COMPLETERUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 6720 SW Macadam Ave Suite 200, I I -� _ _ =- __ i= PEAK FLOW RATE ds) sii Portland, OR 97219 1 1 7 I max- '' `='=' f u�ii ii'. -1 I i L J ' ICJ ek L_ I -u-:`- -g_'- � RETURN PERIOD OF PEAK FLOW(yrs) ,,";,iiiift/;. T{503)-419-2500 1 Ij_ l - �j _ 11i'' ` 0OF CARTRIDGES REQUIRED • I I ♦ i ♦ i ♦ ' I CONTECH CARTRIDGE FLOW RATE ` f ' r_J_t_-== �'\' "� J MEDIA TYPE(CSF,PERLITE,2PG) STRUCTURAL ENGINEER _ __ _ ' =r,s= PIPE DArA I£. MATERIAL DIAIYETIWR Catena Engineers sroRMF1LTER y INLET PIPE I I I • 1500 NE Irving St., Suite 412 Li; CARTRIDGE r. ' -; "' I " FILTRATION BAY '��_'_ .4 OUTLET PIPE Portland, 97232 OUTLET BAY S `' INLET BAY RIM ELEVATION • T(503)-467-4980 (11,0') FILTER BAY RIM ELEVATION 1 PMECHANICAL ELECTRICAL& PLA ANTI-FLOTATION BALLAST I WIDTH I HEIGHT LAN _ I . PLUMBING ENGINEER NOTES/SPECIAL REQUIREMENTS: GI umac FRAME AND COVERz' , 2 900 SW Fifth Ave., Suite 1600 (DIAMETER VARIES) Portland, OR 97204 FRAME AND N.T.S. 7 WNW= T(503)-227-5280 COVER('PYP OF 2) . • `• •. ti "�''-- FOOD SERVICE CONSULTANT SEPARATION WALL 1L? E D HALL B MEDIA FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA Webb Foodservice Design GRADE RINGS/RISERS DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. (TYP of 2) P700 SE Lafayette 2Ct. \\:\k‘ /�/ i 7, ,_-___1..., SPECIFIC FLOW RATE SHALL BE 2 OPWSF(MAQMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE Portland, OR 97202 F \ t MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMlCF OF MEDIA(MAXIMUM). I_1.--. .. . ,� r_` NOTES T(503)-236-8566 INLET PIPE r 1. C NT rl .L i 1. ECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. k ? STEPS 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. ACOUSTIC &AV CONSULTANT 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS.PLEASE CONTACT YOUR CONTECH WEIR WALL� q I REPRESENTATIVE. www.C.rartxtiES.com , The Greenbusch Group I 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN • i, •• f. I -;:=---:•,•. I 2 THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. � �' `• ��• I 1900 W. Nickerson St.,Suite 201 ♦�� • 5. STRUCTURE SHALL MEET AASHTO H820 LOAD RATING,ASSUMING EARTH COVER OF 0'-5 AND GROUNDWATER ELEVATION AT, - .‘`.•:...L:_sl Seattle,WA 98119 \k31 II/I� I tl I1\l I!!! C OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. T 206-378-0569 '•;----'. yJ r ry I CASTINGS SHALL MEET AASHTO M308 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION TES I IT If II COST CONSULTANT 1 kl I I II II II k 1 A AN SUB-BASE,BACKFILL DFFTH,ANDIOR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND NOTES: �. € LLL��....,,,, r 4 SHALL BE SPECIFIED BY ENGINEER OF RECORD. Construction Focus L"_ �� - i i N i -i B. CONTRACTOR TO FROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO UFT AND SET THE STORMFILTER 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. �I - Y---- - STRUCTURE(LIFTING CLUTCHES PROVIDED). 740 Almaden St. �� ,■ - ---- --- ---- ---- C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. Eugene, OR 97402 �__ r--- __-_,_.-, D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE T541-686-2031 E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. DIAMETER (I.D.) OF 10 INCHES OR SMALLER. OUTLET PIPE sroRMFILTER \_FLOW91940F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. CARTRIDGE3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA--TEE. ELEVATION CONTECH' THE STORMWATER MANAGEMENT STORMFILTER INSERTA - TEE , ENGINEERED SOLUTIONS LLC 8' x 11' PEAK DIVERSION STORMFILTER C1eanWater Services Storm Fi Fter . NREVISED 9925 Otani Pardo , S 400. Omelet,OH 4506e STANDARD DETAIL DRAWING NO. 530 ��. ,.r; ,�-.-- 800338-1122 513.645.7000 513645-7993 FM (f) Carldno 7 PROPERTY PORTLAND UNE OR 1. ALL STORM AND SANITARY SERVICE 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 PIPE UTILJ11, LATERALS SHALL BE MARKED ON THE TR_:(503)419-2500 FAX(503)419-2600 I 1SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: wwnv.caron.00m SPECInED N_i_ li \ •STORM DRAIN LATERALS "D" 0 •SANITARY SEWER LATERALS "S" 2. LETTERS SHALL HAVE h. MAX. WIDTH AND A MAX HEIGHT OF 4" 3. LETTER SHALL BE CENTERED ON TOP FACE OF CURB. 111.111111111 ' / SECURE AGAI ST PLUG WIN j CURB STAMP DETAIL BACKFILL TO PREVENT PLUG BLOWOFF //iI } HEIGHT PROPERTY UNE OR TIGARD TUALATIN SCHOOL DISTRICT OF HEIGHT: TOTAL UTILITY EASEMENT STORMT:j7 12" 2X4 LENGTH OF 2X4 OR LOTR: AS SHOWN ON LOT/ T I G A R D H I G H SANITARY MIN r APPROVED SET OF SEWERPLANS MARKINGS TO 2X4 MAIN P LAN 36" FACE STREET COLOR CODE SC H O O L !-(GREEN--SANITARY) GROUND /v_ (WHITE-STORM) 12" MODERNIZATION NOTES: ----- MIN 35" � 1. FOR NEW CONSTRUCTION ALL SIDE SEWER m AND SIDE STORM PIPELINE CONNECTIONS GROUND TE TE TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC- '- > FACTORY FABRICATED "TEE" FITTINGS 1 TAPE UNLESS OTHERWISE APPROVED. r 9000 SW DURHAM RD. 2. PIPE MATERIAL SHALL BE ONE OF THE 1=1{I-1 I - N TIGARD, OR. 97224 FOLLOWING I JTE i,. A. PVC ASTM-D3034. ASTM-C900 I :.- I I- O JOB NO: 16992.00 B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING I• t (STORM ONLY) THE FOLLOWING: - z ISSUE DATE: JUNE 19, 2018 C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW.' .I LJ D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." _J Jurisdiction Stamp Area E. CPP MEETING AASHTO 14252PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. -I a .I. o � J ZZ CAP/ O . PLUG 18' 1f tv f.. -�- I 1 • • -I-i---drl W -a- ;gUe•% v_ f__tz,-74" • !=!'-•=•=•=•- MINIMUM SLOPE FOR I�4 *.-,...•,: 3/4"-0 PIPE ZONE •' - UJ 6" PIPE = 0.010 MATERIAL AS SPECIFIED STORM DETAILS III I�!%` -��fz�- 4" PIPE - 0.020 ,i,a,,i:r_ ct ELEVATION L1� LL. W SIDE SEWER / SIDE STORMEt PIPELINE C1eanWater Services Et DRAWING NO. 520 REVISED 12-16 0 LL C5 . 12 bassett/ I OVERFLOW STRUCTURE INLET STRUCTURE PERFORATED PIPE MANIFOLD PROFILE • _ ••,' RAIN DRAIN AND OUTFALL architects k PROTECTION • 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE - ° IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR • a %�• * - BUILDING OFFSET AND OVERFLOW TO " - • GRATE• OR APPROVED APPROVED EQUAL (� ll :_: * ` * IMPERMEABLE LINER AS APPROVED CONVEYANCE EQUAL • " v BY BUILDING JURISDICTION h: TOP OF DRAIN =• " * w PERFORATEDIENA�F MANIFOLD Aurr 721 NW 9TH Ave Suite 350 •* BASIN ABOVE • ' ?�' . w w „TIE' lu1 GRADE FOR ;� w��`��`:�� Portland, Oregon 97209 _ ....... _ _ �/y 4" MINIMUM. PONDING, PER r .` � , ; " .0 O' , : * w s a • STRUCTURAL WALL PER T (206) 340 9500 F (206) 340 9519 _LL�=11� ]�. I I�I DESIGN ,•::`-',..'"...- . + + * * I` BUILDING JURISDICTION J =11- -IL I1-1�11'll-H� 1fir .`` r+ - 3,t. w �n":IL�'! Il�:�=�1,� P I�Y�'4 `r._.. _ 'y -•••••• a• A • - •. * a A. �+ +• • A _ ri��1i. GROWFNG MEDIUM y ,� 7V ::- E _ I , , , - - = imij•T-I- y \ + «• w w * * ,� * �' CIVIL_ ENGINEER & LANDSCAPE n y410,. 4, : • * Cardno ': f1I CHOKER COURSE +, �l1+� . '�FFi a ' '-. ' 4 6720 SW Macadam Ave Suite 200, r--� rT r • .; .4Y' r=w r=.rr.r rY rte' 'I�f.I�1.1dp1*14p1, I�i�1�I I4I-1 � '. . .y y y 4 y �' y OVERFLOW TO Portland, OR 97219 .r._ .-.dm .r._ --0......10,--*' ' ." .�».r'��ri.ay y «.., 6" TVP. 30" MIN. ��._i_i .rl�+ ` ._*��"._1��e' DRAIN ROCK • •y 1 f`-'•S'.gsk y 1.)1' --�z� :-. FACJLITY WIDTH CONVEYANCE T(503}-419-2500 0 0 00000000 0 0 0 0 0 0 0 0 0 0 y y y y y y ...cit- ..+1.. •�y'='�'� - " t , - ' y * + a • '( - '• 2' MIN FREEBOARD STRUCTURAL ENGINEER BOTTOM HALF - NO HOLES J +� y y • - ri I OUTLET TO APPROVED �•�� ` ` y " �_ j t r? 6" MAX POND DEPTH Catena Engineers CONVEYANCE SYSTEM y y �� it �; Si, I I I I. Portland,1500 NE WOR 97232 rving St., Suite 412 PERFORATED COLLECTION E + y " •. �' PIPE RUNNING LENGTH OF (0 d�� I _a + ` +' ` * it+fir,iY�►�^'I' Ij �� _ !� FACILITY 011 er- _ / r :;'„vllj.` y y ? . ; 11X11. U T(503)-467-4980 ��'y I; '1rf�.�7y * �' Y �- ! -. :=1„11=1„11:„- 1� I 1 ..: `� 18" MIN GROWING MEDIUM O ',5' - ){ a4 y y y * . *.:4,y • , .� .il ,,.l..,��-,,, -,,ISI �[I: • N. MECHANICAL ELECTRICAL & CT+ y * ., • J/ 111.1.1E IES 11 fV1.-j •gaigoif.- -.7,40 y y �' 4 •• • • • jam F=,1=n �1�•11' . yj`4� y 3- DEEP (3/4" 1/4"} CLEAN PLUMBING ENGINEER ......._... Glumac PIPING NOTES: w y.r y /y y y y y y f If i. il�.� '*i!i!i CRUSHED DRAIN ROCK r y v `f� � � - 4!i! . • 1 `� 9" DEEP (1-1/2" - 3/4") 900 SW Fifth Ave., Suite 1600 FOR PRIVATE PROPERTY. PIPING MUST BE CAST IRON, ABS SCH40. OR PVC SCH40. THREE-INCH PIPE IS y 4 y ,414,..»-_,":,..,...1 CLEAN CRUSHED DRAIN ROCK Portland, OR 97204 r' .r y !�•�� '� T 503 227-5280 REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4•-INCH r #. ( ) y 4' DIAMETER CUT �• i PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING y ` ♦ �' CODE. " OUTS. MIN 3 PER ��' STRUCTURE. 1 r `, 1111/r. j •1 11 .� ;%\ OVERFLOW TO FOOD SERVICE CONSULTANT 18" MIN DIAMETER DRAIN- SPLASH ROCK - i.. ° � � '� ��4 / I ` CONVEYANCE Webb Foodservice Design FOR PUBLIC FACIL•TIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE BASIN. NYLOPLAST OR 18' MIN DIAMETER DRAIN- AROUND `� +' " / �'/• ,"1",r‘'` ,, � I /• WATER PROOF PVC BOOT AND REQUIRED. APPROVED EQUAL. BASIN, NYLOPLAST OR STRUCTURE , ` 4• - it �• I'I, `• , NON SUMPED APPROVED EQUAL. 18" -\. -N • 0. ��I OUN,AnON DRAIN PER DESIGN CLAMP OR APPROVED EQUAL 3700 SE Lafiayet#e Ct. MIN SUMP REQUIRED. �� Portland, OR 97202 NTE `"`#' ./ - 4 SECTION A-A T(�03)-2368 66 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM . -.VE . 1 `'f`\( ACOUSTIC &AV CONSULTANT IMPERVIOUS AREA BEING TREATED. NOTES: The Greenbusch Group 2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. 1. PRIVATE WATER QUALITY TREATMENT 3. NO TREES OR DEEP ROOTED VEGETATION OVER PiPING. LOT# 2. 30" MIN WIDTH - FACI_TY LENGTH TO BE CALCULATED BASED 1900 W. Nickerson St., Suite 201 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. ON INCOMING FLOWS. Seattle, WA 98119 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. T 206-378-0569 6. DETENTION (IF REQUIRED) VOW UMF BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION 4. NO TREES DR DEEP ROOTED VEGETATION OVER PIPING. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. # OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTES TYPE OF PLANTS SEPARATION. COST CONSULTANT 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM 6. OUTFALL PROTECTION SIZED PER FLOW CALCU_ATIONS. THE EFFECTS OF SUNLIGHT. 1. PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OE Construction Focus SIZE OF PLANTS FACILITY IS BELOW BUILDING FOOTING. 740 Almaden St. Eugene, OR 97402 T 541-686-2031 I PERFORATED PIPE LIDA OVERFLOW/INLET LIDA FLOW THROUGH PLANTER LIDA DETAILS HANDBOOK C1eanWatel Services STRUCTURE HANDBOOK C1eanWaber Serv>tces HANDBOOK C1eanWater Services DRAWING NO. 402 REVISED 05-16 DRAWING NO. 407 06-16 DRAWING NO. 794 REVISED 03-16 1)u Low Impact Development Approaches Handbook c t r r serr;ces CleartWaleri'Sevbes Low Impact Development Approaches Handbook 1 = Low Impact Development Approaches Handbook Ct waver serv;ccs A �) ec7l'Lif70 6" A PORTLAND BEEHIVE GRATE TC=G-4" (SEE DETAIL BELOW) VARIES e7zoswmu+cnoAMAVE,sTe2oo,�Tuuvo,oR 97219 ///// • 18" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE .1 TEL:(503)410-2500 FAX:(503)419-2601 GUTTER WERE ROPE MANHOLE FRAME OVERFLOW PER DETAIL NO. 405!407 NDTCH, 4' TVP.+ wwn'eardrnoom ENERGY DISSIPATER DRAIN (SEE NOTE 5) (SEE DETAIL BELOW) -1 " 1 I- : ROCK6' k :��•::•, '��''�.' ''�,'�,,,� j . f .. SPECIFY RIM ELEVATION i/ EPDXY MANHOLE FRAME i ri , w r • ��,�i,. b��, 18` A TOP OF STORMWATER • •� CONCRETE PIPE, CLASSIII SPLASH ROCK. . * w " FACILITY •TOPSOIL * * 'MINIMUM 4' OF Er * * * '" * .r I / �� MIN. AROUND t ` A. * PERFORATED DRAIN PIPE * * 4 REBAR U-BOLT 10" ,\(/%/Y'' �`1 r r STRUCTURE. TVP * X • s a/ : '` X1.2 ,'�4-1111 6" �`-"�$\ (SEE NOTE ,) ,8"_ '#r�� . . . 4, a d � r��►� �\ 4" DIAMETER CUT � � " 4" DIAMETER CUT * ,�TAPERED w i ` OUTS. MINIMUM 3 �• ` * * * •7:1 i �'. STREET TC=C�2" • ! / . r * * ��STREET `'~ �•*�� " 1 , •. CUT OUTS PER INLET * CUT OUTS PERMINLET . '30"jRELIEF SPLASH PAD f w 18 \ 4 :.' * STRUCTURE TVP.* * 1I= ":.r * STRUCTURETVP. * r `' f / PERFORATED DRAIN PIP£ :miuu11nn�r:HE: •' . f ' • ��1� DEPRESSED GUTTER 2" CONNECT TO MANHOLE ` a `� + " • • .• - �3 a• , .. •, • 14 / • : 6" SLOPE TO DRAIN , " a • • " 2L AT OPENING OR INLET ' �; a '.a' FLOW MODIFlI�} f30." a " e TRAPPED CATCH BASIN. ' : SEE D�E,TAIL 403 TIGARD TUALATIN SCHOOL DISTRICT NYLOPLAST OR APPROVED CHECK DAM. AS METAL INLET ASSEMBLY - f ■ _• EQUAL 18" MIN. NECESSARY. SEE NOTE 318 �� '4 REQUIRED ON HIGH TRAFFIC � �` ( ) /./ STREETS r A ---i SIS DETAIL 407 TIGARD H �� 118"---+-x-12" 3,000 PSI 30" MIN 6" 4" EXPOSED MIN. / F COMMERCIAL GRADE 1REATMENT AREA j ISOMETRIC CURB CUT-OUT 5-1/8" AIM' � CONCRE , _„ 3/4• NIOTCHLK DRAINAGEsc�-loo! /: i MIN �� N.T.S. ` 18' MAX v .,PARIES 4" MIN POND DEPTH WITH 2 COMPOST MULCH MOD E R N l ZAT I o N PLAN CURB CUT-OUT I-,s- ,/4--] �� - r1-"-:---j' ,I'1 , "I_i1W 7 " N.T.S. R=3/4" 6' "'. `' ' i--.11 11 1■� �, I ` .,4,-;,0„,.....,� 18" MIN. CROWING MEDIUM �� . . 3 20 3/8" a>ee: : �- v 1 1 3" DEEP (3/4" - 1/4") CLEAN CRUSHED GUTTER (G) �` tir ...,...:.,,,..,,...„.-,1,0 �- = .- � • DRAIN ROCK 4' BEEHIVE GRATE ---19 1/4' r� , � 'l ♦ ,5" DIP (,-,/2" - 3/4') CLEAN CRUSHED FILTER FABRIC, EXTENDING TO 1 v .: :� 2" i7 3/4' '-/`` f .• f9A./ratDRAIN ROCK -EATMENT/PONDING AREA S-m -r 4 • •'`' • 4' 1" /,A�; \f<;' 'es-4 •�lI7,7.-'-'v`y • • ' ! I 3/4" PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 9000 SW DURHAM RD. I`._ 1, 6"-•I y I'. - . SECTION A-A TIGARD, OR. 97224 L--r--7 ATTACHED LINER, SEE NOTE 6. i. 'Llei . 0 +1 _ LL-19 1/4" I NOTES JOB NO: 16992.00 3 TAPERED RELIEF TC=G-2' 27 3/4" , 1.. 2' 6"-� AT CURB FACE 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC. EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED ISSUE DATE: JUNE 19, 2018 FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. SECTION A-A 3/4" - 0 DRAIN ROCK TC=G-4` 18"X4" REVERSIBLE MANHOLE FRAME 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW Jurisdiction Stamp Area 3' DEEP TYPICAL TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DREG 1IONS TO WITHIN 1 INCH. CHECK DAMS SHALL. BE PLACED ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. NOTES: 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK. SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY NOTESSHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 7 ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR INLET STRUCTURE. 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER L 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE, LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND ROAD AUTHORITY OR AGENCY. O SPLASH PAD, SEE DETAIL. GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. 3, ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" - 2-1/2" OR SIZED BY DESIGN INFLOW.• PLACE 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X 4') IN HOLES. PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER ROCK 6" DEEP BEHIND SPLASH PAD. 3. GRATE TO BF CAST IRON, ASTM A48 CL30. 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY W JURISD4. CURB PROFILE PER LOCAL JURISDICTION. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. ACTUALIGT10N IN WRITING. ' 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 10. ENSTHAELET ADS AND DIMENSIONSTTO BASINBE SCO IN PLACE FORAIDENTIFIED ON PROJECT PLANS. V 5. WIRE ROPE BETWEEN 1/8"-3/,6' DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. ENSURE THAT A DOWNSTREAM CATCH IS IN PLACE EMERGENCY OVERFLOW. Z CURB CUT OUT LIDA BEEHIVE INLET LIDA STREET SIDE LIDA fl w STORM DETAILS IV PLANTER WITHOUT LIDA HANDBOOK C1eanWater Services HANDBOOK C1eanWater Services STREET PARKING HANDBOOK C1eanWaber Services LLJ DRAWING NO. 401 REVISED 05-16 DRAWING NO. 405 0 5-1 6 DRAWING NO. 795.' REVISED 04-16 V- . LLI C an ter services Low Impact Development Approaches Handbook Q mWT Services Low Impact Development Approaches Handbook I ;1 1;I Low Impact Development Approaches Handbook C�n4�er Services W 0 LL C5. 13 1 bassett/ I B architects 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND,OR(800)548-4667;SCARBOROUGH, ME(877)907-8676; I LINTHICUM,MD(866)740-3318. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING.STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. . . . .4 EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. B r� r * +•• •. .' . 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. VP N. w ....k .: " 721 NW 9TH Ave Suite 350 4)STORMFILTER REQUIRES BETWEEN 2.75 AND 2.9'OF DROP FROM RIM TO OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING a,r b •'t . 12' DISSIPATION P,D ' • .. - Portland, Oregon 97209 TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. r-- . +�• )' $ ' PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. 3.15' A 6r "WIC (4-1/2" - 2-1/2" car i 1 A 5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MOREi31 SPLASH ROCK) .... .7.41.1, 3. ' .; ,' T (206) 340 9500 F (206) 340 9519 INFORMATION. 1.43' 1.33' + e• ~' •a y. • 0.15' L ,4 • uI 112"PVC WEIR . ..• . n . . . 1 CARTRIDGE CONCRETE l • • * • • • * • +-0 ` ' ; „4 •. _:- . . CIVIL ENGINEER & LANDSCAPE CATCH BASIN STORMFILTER DATA eAllt %' * ., • • .-•STRUCTURE ID XXX 1 _ • Q �. - Cardno WATER QUALITY FLOW RATE(cfs) X.XX �� ji A • + + * + * + `PEAK FLOW RATE(c1 cfs) x.xx 1.38 1.13' . . 4- a.- + + d. ; . 6720 SW Macadam Ave Suite 200, RETURN PERIOD OF PEAK FLOW(yrs) XXX - • .• ,, �� 0 • ° • ° Portland, OR 97219 CARTRIDGE FLOW RATE(15 OR 7.5 qpm) XX •mil 4" A T PLUG ( } MEDIA TYPE(CSF, PERLITE,ZPG) XXXXX 0 CLEAN OUT WITH B T 503 -419-2500 �- MINIMUMu� " OVERLAP RSTRUCTURAL ENGINEER RIM ELEVATION XXX.XX' 112"PVC BAFFLE PIPE DATA: I.E. MATERIAL DIAMETER INLET XXX.XX' XXX XX" — SEE NOTE 2 6' MIN Catena Engineers OUTLET XXX.XX XXX XXXI - _ 1500 NE Irving St., Suite 412 Portland, OR 97232 CONFIGURATION - - r-- • .. `.. 7 . ' !_ 3" MIN '� �. T(503)-467-4980 OUTLET "" ' ri 1-CARTRIDGE CATCHBASIN PLAN VIEW CD _• MECHANICAL ELECTRICAL 8L101 , • � '( 1 I:�I:ICII III . .' ��. � PLUMBING ENGINEER � I :01e, - „' , -� 3- MIN II=�1=1•.. �ct1=I Glumac INLET :11r---11=411; II, GRo im y • ~' �f ,i 900 SW Fifth Ave., Suite 1600 / SII—I1--I , E>3,U ! I v1, `01v �`1` ,--q� jam.. •,' �1• -fib7lf 11- I- Portland, OR 97204 • h � 1 � "�� :�:...:.....:_.. �,.:,I T(503)-227-5280 OPTIONS(AVAILABLE AT EXTRA COST): - 3.6f}' �4 ,-.1+• ` . • !•" �T�-. IV 1`%� %" \DISTURBED l - P IOKF3� ❑HOLE FOR OUTLET STUB OTHER THAN 12" A � _ _ . � ,..1.„ ,.14 / _ : r ., � :��1, .• ,_;^, • NATIVE SOIL SHELF' +!"-. * - CURSE 0 CLEAN-OUT IN WEIR OTHER THAN 4" 0.-10' \� `ia, .. FOOD SERVICE CONSULTANT ❑CORED HOLE FOR INLET PIPE •. 0.59' f / _. - ! I �i�i�� .. ❑DEEP OUTLET CORING - ' \ / t �,� /` / • s' !r Webb Foodservice Design 0.13' ♦ �/ s. �/ 6" MIN lAtip fi.�DRAIN g ❑OTHER:XXX �I . 'I ,? �` '�,/�I�I I! �. Y • ROCK 3700 SE Lafayette Ct. / i\>'v� a DIAMETER WEEP -t!=�!�t! =*,O. tom / • "e ,1.0_1_1 0,04 .. • Portland, OR 97202 / - HOLES 8' ON • • �- T(503)-236-8566 / /1 \ t ' /'/ CENTER SPACING. 3.60' - ` ` 1/2"PVC WEIR ///` f ��// A /'�`��.!� / SEE NOTE 1 0.85' 1.OD' 2.40' / ♦• , �� — �- -�i -� 4 / 40.0.\;•• 3' MIN TREATMENT A 30 MIL LINER SECTION B B ACOUSTIC & AV CONSULTANT 2.00' / \ �'` I :,•. _ .. • ` 112"PVC BAFFLE The Greenbusch Group ° f. �— ` SECTION A—A 1900 W. Nickerson St., Suite 201 7 . • . - _ • •- . 4"21 CLEAN OUT NOTES Seattle,WA 98119 • 0.64 • WITH PLUG T 206-378-0569 1 ',--i 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE — SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. 1'80r ° 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. COST CONSULTANT • 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. Construction Focus 0.90' •-- -• . .• 0.16'0.13' 740 Almaden St. . . i) +4 OR 97402 1-CARTRIDGE CATCHBASIN - SECTION VIEW A Eugene,86-2031 r Ili li :a . CONCRETE CHECK DAM LI DA 1-CARTRIDGE CATCHBASIN TOP VIEW 1 �.s�"��M. ):i , © w StormFilter�� ,:,...764'...''';'-'71i'4: 11°7=',StormFilter H AN D B 00 K CleanWater Services CONCRETE CATCHBASIN STORMFILTER L7RAWING • NCRETE CATCHBASIN STORMFILTER DRAWING DRAWING NO. 406 04-16 %I NTECH TOP VIEW, DATA AND NOTES 3 CO►.NTECH PLAN AND SECTION VIEWS ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL 1 �% Low Impact Development Approaches Handbook C�nV43ala Sav+ca 3/3 113 DATE:10/26/05 I SCALE:NONE I FILE NAME:CBSF1-C-DTL I DRAWN:MJW I CHECKED:ARG DATE:10/26/05 I SCALE:NONE I FILE NAME:CBSF1-C-DTL I DRAWN:MJW 1 CHECKED:ARG A"" Cn Cardno PORTLAND 6720 SW MACADAM AVE.STE 200,PORTLAND,OR 97219 STORMWATER FACILITY BLENDED SOIL • TEL'(503)419-2500 FAX:(503)419-2600 FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TD THE FOLLOWING: v+w+cardr.corn • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. ti. • ANALYSES REQUIREMENTS FOR THE BLENDED MATERIAL PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE ..1.. CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM 06913. THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, ' (100, #700. THE GRADATION OF THE BLEND SHALL. MEET THE FOLLOWING GRADATION CRITERIA_ • / SIEVE SIZE PERCENT PASSING / 1 INCH 100 \ 4 75 -100 \ # 10 40-100 40 15-50 1114.1_ (' 100 5-25 O # 200 5-15 • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES / \ • IT SHALL BE WELL MIXED AND HOMOGENOUS. • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. TIGARD TUALATIN SCHOOL DISTRICT • IT SHALL HAVE NO VIS.BLE FREE WATER. COMPOST TIGARD HIGH 1-CARTRIDGE CATCHBASIN - SECTION VIEW rift THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNC.L.ORG FOR A LIST OF' LOCAL 2 PROVIDERS. S C H O O L THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBICPOSITION. THE MATERIAL SHALL BE WELL MODERNIZATION COMPOSTED. FREE OF VIABLE WEED SEEDS, AND STAB_E WITH REGARDGARD TO OXYGEN CONSUMP-`ION AND CARBON DIOXIDE GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST W-EN HANDLED. IT SHALL MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET PROVIDED BY THE VENDOR. Q 111:12:1=1:11:12:11 ....,,, II • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAM CS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY 0.94' WEIGHT. • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). 9000 SW DURHAM RD. 33"TO 35" • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. TIGARD, OR. 97224 s • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. Q (2.75'TO 2.9') • STABILITY SHALT. BE 'STABLE' TO 'VERY STABLE'. LI JOB NO: 16992.00 ■ CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. • TRACE METALS TEST RESULT = "PASS." ISSUE DATE: JUNE 19, 2018 1 / 4,1 NRI)Q• TION STTOORMWASTTER FACILITY BLENDED SOIL Jurisdiction Stamp Area • PROTECTION OF THE SOL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, QmR. INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER. IN CONVEYANCE. AND AT THE PROJECT SITE. OUTLET PIPE • WET ANC WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WREN THE WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS J REPRESENTATIVE. • • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH UFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY O COMPACT IHS: MATERIAL • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS 1-CARTRIDGE CATCHBASIN - SECTION VIEW C POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER -0 MINIMIZE EROSION AND FURTHER COMPACTION. • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABIUZATION 2) MEASURES ARE FUNCTIONAL. ' 1 • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR v EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. , , E BLENDED SOIL LI DA fl STORM DETAILS V Slwmm"""a SPECIFICATION FOR W StormFilter' .:.°,�..� ...-r'..1k. `"` VEGETATED LIDA FACILITIES HANDHANDBOOK C1eanWater Services IL CONCRETE CATCHBASIN STORMFILTER Ct DRAWING DRAWING NO. 798 05-16 UJ C�I// �,.,NTECH SECTION VIEWS 2 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL 126 Low Impact Development Approaches Handbook ClanW Scrvices Ct 2/3 0DATE:10!26105 I SCALE:NONE I RLE NAME:CBSF1-C-DTL 1 DRAWN:MJW I CHECKED:ARG C5. 14 u_ fkysp q Off icarel sectionsuired in bassetti / Street of construction PROPERTY 1. ALL STORM AND SANITARY SERVICE Street plans architects PIPE UNE OR LATERALS SHALL BE MARKED ON THE p uTIL�TY Area —) 512E A5 EASEMENT TOP FACE OF CURB AS FOLLOWS: 1 ` T—cut (see SPECkFIED \\\ .STORM DRAIN LATERALS 'D" p mote 1 ) � �r •SANITARY SEWER LATERALS 'S- ( Surfacing �� 721 NW 9TH Ave, Sane 350 2. LETTERS SHALL HAVE MAx. WIDTH Topsoil or as ,� /` Portland, Oregon 97209 6 mid,,, ANDA MAX HEIGHT Df 4` • directed 3. LETTER SHALL BE CENTERED ON TOP11" Base Material T (206) 340 9500 F (206) 340 9519 FACE OF CURB. .0I I SECURE 2X4 IN PLACE ' . AGAINST PLUG w/ CURB STAMP DETAIL �- +' BACKFILL TO PREVENT 0 U w PLUG BLOWOFF O .. O v Y p cc p. v CIVIL ENGINEER & LANDSCAPE =I E _Ck Cardno N {, U C 6720 SW Macadam Ave Suite 200, Lr� ----- o Q j HEIGHT PROPERTY UNE OR -C Portland, OR 97219 TT OF HEIGHT: TOTAL UTILITY EASEMENT U 1� j • +' T(503)-419-2500 STORM , 12" 2X4 LENGTH OF 2X4 X L.. 0 — P OR LOTI: A5 SHOWN ON �� W () > SANITARY MIN i LOTS "- APPROVED SET OF v - STRUCTURAL ENGINEER SEWER36" PLANS MARKINGS TO 2X4 X U Catena Engineers MAIN PLAN LACE STREET •s {� 0 t-' N -0 L N 1500 NE Irving St., Suite 412 COLOR CODE SURFACE A Q) It Portland, OR 97232 (GREEN-SANITARY) Cto 3E1 Jf t GROUND / ._ (WHITE-STORM) 12" — a) . a) 0 cki o v T(503)-467-4980 . N s Q, °" MECHANICAL ELECTRICAL & NOTES: \....------- MIN CI- IN > a v r. j CrI PLUMBING ENGINEER w r 1. FOR NEW CONSTRUCTION ALL SIDE SEWER 36' a 0 Q fii.'. d� Glumac AND SIDE STORM PIPELINE CONNECTIONS GROUND E Q ~W- - M U Q 900 SW Fifth Ave., Suite 1600 TO B- AND 10" MAINS SHALL BE WITH SURFACE MAGNETICS i ,_ �• Portland, OR 97204 FACTORY FABRICATED "TEE" FITTINGS TAPE » +,l UNLESS OTHERWISE APPROVED. 6 Min bedding 6„ 6„ T(503)-227-5280 • _ below outside of FOOD SERVICE CONSULTANT 2. PIPEOLMATERIAL SHALL BE ONE OF THE �ll1r-,il N MIN MIN Webb Foodservice Design FOLLOWING -n'•""I T `` pipe bell 3/4" — O" g A. PVC ASTM-D3034. ASTM-C900 { O B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING — '� (STORM ONLY) THE FOLLOWING: �I ct crushed aggregate + 3700 SE Lafayette Ct. C. A-2000 PVC ASTM 949 W .� Portland, OR 97202 FOR SANITARY: "CAUTION SEWER BURIED BELOW. II D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." : O .. T(503)-236-8566 E. CPP MEETING AASHTO M252 a �'LB P._ war PLACE 16" ABOVE TOP OF PIPE AND AGAINST 2X4. • a ` •�. ' ACOUSTIC & AV CONSULTANT 11. 2' Min Trench \\�� \\��\��\� \\� The Greenbusch Group foundation \\ �� \\ 1900 W. Nickerson St., Suite 201 =1111. CAP/ stabilization Seattle,WA 98119 : PLUG if required T 206-378-0569 .-.. _,,.A.,,,tgogifig 1= .- !;!.ez 0 . -1 `,-,•.-.--...7.4...motile. COST CONSULTANT :,.,�= �� _�,,A,., ;;..-.: Construction Focus • ---•= NOTE: 740 Almaden St. -I f f--7.1.--,r4-14:1P-V":" .11-` MINIMUM SLOPE FOR Eugene, 97402 -11-,;76 . 1�e:+r,- 3/4"-0 PIPE ZONE 1. 1 T—CUT FOR PIPE ONLY PROJECTS. T gene, OR091 ...--.- 6" PIPE = 0.010 MATERIAL AS SPECIFIED .-_.....-..-.. 4" PIPE = 0.020 =t=,e_i_=e:f_e� 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. ELEVATION SIDE SEWER / SIDE STORM C!'IYor TIGARD Apr" BY: NO SCALE PIPELINE CleanWater Services RI ° "N MICHAEL A. STONE. P.E. JGDIVISIOlY ,,F„ TRENCH DWG. NO. DRAWING NO. 520 REVISED 12-16 > pus wp � r TIGARD,OREGON mm JANUARY 2013 BACKFILL 1 80 'IGS voic t 5])-4171 FAX (303)664-2! APPIIOVIL DAV AI (J) Camino I k) PORTLAND 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF TEL;(5o3iais-2500 FAX'(sos}ais-2600 RUBBER SLEEVE AFTER SLEEVE IS PLACED EN HOLE �"'"`�fdfOOO� € {uilimu: 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES. we BAND WIDTH. CADMIUM PLATED CARBON STEEL. AND ATTACHED WITH HEX HEAD SLOTTED SCREW. 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN � � PLACE. ffii �,,,,;i;;;iii;_,,,,, TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION i _\ 3 2 ./,II /. �11mi s, ~i 9000 SW DURHAM RD. - . :7/7/ / - - - TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: JUNE 19, 2018 Jurisdiction Stamp Area a • J Z 0 NOTES: W r 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. V7 2.INSERTA--TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE Z DIAMETER (I.D.) OF 10 INCHES OR SMALLER. w SANITARY DETAILS II 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. LJ.. W I N SERTA- TEE w Tervices Ct DRAWING NO. 530 REVISED 12-16rt 0 ' L. C5.21 CITY WATER DEPT STANDARDS PLUMBING CODE IOUTSIDE OF WITHIN s THRUST BLOCK CITY APPROVED FLANGE COUPLING PAVEMENT PAVEMENT Iassetti RETAINER GLAND BACKFLOW DEVICE ADAPTOR architects UM /<, 12" MIN 18" CAST IRON 910 BOX 1 1 =>ai1��rI I,-It ii,-, ' �11�� I:;�-itlWJ ►tt�� PROVIDE 24" BYH 721 NW 9TH Ave, Suite 350 MEGA FLG 4" THICK CONCRETE •' Js a �• ' t=• , Portland, Oregon 97209 OR EQUALtWil PAD (SEE NOTE 4) T (206) 340 9500 F (206) 340 9519 6" MIF CONTRACTOR TO SEAL ALL HAND TAMP BACKFILL OSHA APPROVED LADDER 24" MIN OPENINGS IN VAULT WITH AROUND TOP SECTION 112" MIA. WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR EXTENSION BY UTILITY ``� [' — 7 TO BACKFILLING CIVIL ENGINEER & LANDSCAPE VAULT Cardno 6720 SW Macadam Ave Suite 200, PLAN 6" ASTM 3034 PVC ----________1 I Portland, OR 97219 T(503)-419-2500 3" MIN. 6" MAX. STRUCTURAL ENGINEER DRAIN TO CURB OR OPERATING NUT EXTENSION Catena Engineers GROUND LINE - - _ , DAYUGHT (SEE DETAIL NO. 505) 1500 NE Irving St., Suite 412 t _I I=: Portland, OR 97232 i fill�� T(503)-467-4980 -aro. MIN 3" N CLEARANCE ON OPENED Y VALVE - 17-1-1 �` "� MECHANICAL ELECTRICAL & • M PLUMBING ENGINEER MEGA FLG OR EQUAL - Glumac RETAINER GLAND >R• - - rINUNE CHECK VALVE — - 900 SW Fifth Ave., Suite 1600 . , Portland, OR 97204 �11iii . ��. I I ! CONTRACTOR TO INSTALL a i mmol I ie'�� =`+ I i T(Sas}-227-52so I i RODENT -��- - FOOD SERVICE CONSULTANT 0/ CONCRETE BALLAST 3 CU. YD. - . "STANDON" SCREEN MIN. WHERE FLOODING ORActs: ! SST . CT_ , _ 11 y ��' k, ry Webb Foodservice Design HIGH GROUNDWATER EXIST �� /` V �\ Portland, OR 97202 Ct. 0 '•} N-DRAIN TO DAYLIGHT OR 3700 SE Lafayette 2 INSTALL SUMP PUMP NOTES: ••/ +\ T(503)-236-8566 ELEVATION CONTACT CITY FOR 1) ON 0 ERATINGVALVE BOX TASSEMBLY. PUMP SPECIFICATIONS ACOUSTIC & AV CONSULTANT 2) OPERATOR EXTENSION The Greenbusch Group REQUIRED WHEN VALVE NUT 1900 W. Nickerson St., Suite 201 DOUBLE CHECK VALVE ASSEMBLY 12" MIN IS DEEPER THAN 3 FEET Seattle, WA FROM FINISHED GRADE. 24" T 206-378-0569 98119 UTILITY VAULT BILCO DOOR 24" MAX s}z1= OR 'EQUAL OR 'EQUAL FLOOR TO BOTTOM 3) CENTER VALVE BOX ON COST CONSULTANT 3 660-WA J-5AL OR DEVICE AXIS OF OPER. NUT. Construction Focus 4 577-WA J-5AL 4) PROVIDE 240 SQUARE BY 4" THICK 740 Almaden St. 6 676—WA J-5AL 8 587-WA JD-3AL CONCRETE PAD AROUND VALVE 24" g 10 5106-LA .10-3AL BOX OUTSIDE OF PAVED AREAS Eu ene, 97402 T 541-686-2031 • aTY ENGINEER APPROVED EQUAL AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD CITY OF TIGARD A9 °O NO SCALE CT[Y OF TIGARD APPRotiED N4 SCALE OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. TYPICAL GATED . NO. ■ DOUBLE CHECK Dwr:. NO. ■ ice..... :,:. ,. ..DEPARTMENT ii�� I♦ PUBLIC WOW DEPARTMENT CITY�� U PUBLIC WOSIlCb DSPARI I�rI cm,�� 13125 S.W. .I;I�D. VALVEASSEMBLY532 TIGARD TIGARD,OREGON 97223 JANUARY 2011I TIGARD,OREGON co 5 JANUARY 2011 VALVE ,�I I{�Y VOICE:(503)633.4171 503 PAIL: (503)684.7297 APPROVAL DATE (5a5)6399in APPROVAL DAW (503)654-729r . As required in A LI Off typical sections g .. St* rreet of construction Car ino w S Y� Street plans PORTLAND g j Area ' T-C U t See 6720 SW MACADAM AVE,ST(200,PORTLAND,OR 97219 lui �j TEL:(503)419.2500 FAX:(503)419-2600 8M _ i < N i i1-: 4 i ( Surfacing / 4 note 1 ) A LU d F � § .4 � > Zg = Topsoil or as ) Q R _ g ; f directed zl ii 2 31 Base Material , , ci. .... g4 L4 Y• pw '' . im. L., § R: E *2 -0 --_ 2 i W. >w I..0: . E IR m ,i z IT, • (.) 0 z;_- � l `. o m § gRI5 XZJ ayI * * ` F^ gi 4 'i-_ Q asbi m o Q` o �_1 . • .1Ifi■I� 444 i H'i i TO IRRIGATION x B o x § 5N o s Z ,. c 6 P142 U z `� U co §0gw -. TIGARD TUALATIN SCHOOL DISTRICT i1 W 04 r04 04 .- N .-- .- •-• r r - TO RESIDENCE ... . 'G �` N " -kr 'n '° '' °° °' y=_ � : t.. v s3 c TIGARD HIGH PLAN a ...-. @ o� •c oSCHOOL 8IS P •' oa) co I. c 4) a METER BOX DOUBLE CHECK 0 o .9 4 __ N 0 -a ^� -' co MODERNIZATION V7NNNALVE ASSEMBLY V) — 0 � � ; v:r � I ,: . 4. fi" Min bedding 6" X12" - 18" fi r. -- I below outside of 1� —� 9000 SW DURHAM RD. \�� Z '41r1i i e bell 3 4" - 0" MIN MIN TIGARD, OR. 97224 �'� ! - ��+ � � ¢Z \ •-�� JJ d P crushed aggregate �; JOB NO: 16992.00 �,,.+� P ;..., � • ,��, w� �� J i) ¢ {� ISSUE DATE. JUNE 1 018 1" UNION EACH SIDE Its" ` ' '11.44iT `# ,•� 4 �' ! CL IM > > n, ~' Jurisdiction StampArea .n:l� . ;~ .!,i•�4'"•• 1�'! NOT TO EXCEED - � •.• 24" DEPTH © � — ,.,.,1 2' Min Trench \\i��\\��i `�i CRUSHED ROCK BASES ELEVATION 11- � f } ""'�;_: W foundation - \\ \\\!\ I 4( ;----------- stabilization CI . le - "" Z . - if required INSTALLATION SHOWN IS ONLY A SUGGESTION- / � J 0 ri) et 1 . DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. �"- /44• W © a NOTE: 0 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST �a E L� -, COCKS IF BELOW GROUND INSTALLATION. • gym = 1. 1' T--CUT FOR PIPE ONLY PROJECTS. Z CO § T :8 2. JOINTS TO BE TACK AND SANDED. w 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 1n 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. a-. WATER DETAILS I AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS ;,i W FOR INSTALLATION. LL APPROVED BY. NO SCALE CITY OF TIGARD A NO SCALE APPIID+fED NO SCALE CITY i71 TIGARDCFI Y OF TIGARD +�At cc�N THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. CC •■ FPIGINE.LPJNG DIVISION �,i„�,CAPIEER IRRIGATION DOUBLE DWG. NO. ■ ffi�SGIIVI3RRING DIVISION am DORM 3" 4" D . NO ■ OREGON �rIcHAEL �` E' P.I~CRY DIGINEER TRENCH DwO. N0. UJ I PUBLIC'CORKS D'E_PAPTMEN C PIIBLiC W05Li8 DEPS PUELIC WOW DEPARTMENT 13125 RD.IIAil BLVD. CHECK ASSEMBLYS.W.MULL BLVD. 13125 S.W.HA13.BLVD. IGARD,OREGON 9722; JANUARY 2011 TIGARD,OREGON 9Tt73 JANUARY 2011 METER 523 TIGARD,OREGON 97 JANUARY 2013 BACKFILL 180 g0 TIGARD VOICE:4503)6.19-4171 Tltil!►]QD WICK:(503)63941n •� void 639-41n O PAX (513)684-7299 APPROVAL DATE FAX (503)681-7297 APPII80VVAL DALE _ PAL (50.1)654-7297 *PPIIOVA.DAL[ LL 05. 30 t ai POTTER-ROEMER NO. 5715 /jassetti 900 FDC-SINGLE CLAPPER AUTOMATIC WITH ALUMINUM CAPS architects SPRINKLERS c? LABEL RISER WITH A SIGN co PER NOTE I TO CLEARLY 721 NW 9TH Ave, Suite 350 INDICATE FDC RISER Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 FINISH GRADE SURFACE CIVIL ENGINEER & LANDSCAPE \. •, \. �. //\7/NY \y \y \y Cardno //\�//\�//\�//.\/�_ \//\//\\/�/ 6720 SW Macadam Ave Suite 200, \ Portland, OR 97219 \j\\ \\ .L. r �. \/\\1 T(503)-419-2500 A�/�\/ \ \ 2'x2'4"THICK' STRUCTURAL ENGINEER \/� /� CONCRETE/\� \moi \ \� \\ Catena Engineers COLLAR BURIED 4" ��A. / ' /, 4"ROCK BASE 1500 NE Irving St., Suite 412 UNDERGROUND Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 90° BEND 1900 W. Nickerson St., Suite 201 (i Seattle,WA 98119 T 206-378-0569 NOTES: . - 1. FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED BY A COST CONSULTANT METAL SIGN HAVING RAISED LETTERS AT LEAST 1 INCH IN SIZE CAST ON A PLATE OR FITTING, READING"AUTOMATIC Construction Focus SPRINKLERS". LETTERING SHALL BE WHITE IN COLOR ON A RED OR 740 Almaden St. BLUE BACKGROUND AND CONSIST OF RETRO-REFLECTIVE Eugene,6, OR 97402 T 541-686-203'11 COLORS. 2. SITUATE FDC RISER LINE WITH LOW POINT IN DCDA VAULT, PROVIDE BALL DRIP AND CHECK VALVE IN DCDA VAULT. *NOTE: ONLY ROCK BACKFILL ALLOWED FOR FDC LINE.NO NATIVE BACKFILL ALLOWED. 40FDC RISER DETAIL SCALE: NTS A H 2.O' (..r) Cardno SIDEWALK ADJACENT TO CURB 1II, .' PORTLAND ti 6720 SW MACADAM AVE.STE 200,PORTLAND,OR 97219 18.. BREAK FLANGE FSIDEWALK 18 CAST IRON 910 w.nr(�rd}rolom-2506 FAx( 1a1s-2600 MIN [ 3" MAX. VALVE BOX TOP Emma ' '#'40. ‘4 ..- ... . :... "'' ... :./.. '*- . .--. N4',4' �.`�.`�'� �� ;1,9.4;t • �iiji� si�i��• ria •.,„ •,..�!�„�',0 1 1 /2 - 4" DRAIN ROC'��`�•w1� s-M"-�` • s.,I.101"• TAR PAPER (MOISTU ✓ /•••;0►-•Jr�'��•/-/ *ii' +, 6" DUCTILE IRON PIPE • .'.' V' � Vg. ' .• RESTRAIN ALL JOINTS W/ 4 �� •''i �1'i "MELD LOK" OR EQUAL GASKETS i :, � : I r ti •. •. �� TIGARD TUALATIN SCHOOL DISTRICT //'�. �,'�� 6" MEGALUG RETAINER • 1* vi Q�/�` %',/ GLAND (EBAA IRON) TIGARD HIGH CONCRETE PIER 6" GATE VALVE BLOCK FLG. x M.J. SCHOOL M.J. x 6" FLG. TEE SIDEWALK WITH PLANTER2.0' STRIP AT CURB o MODERNIZATION SIDEWALK 3" MIN. BREAK FLANGE r�-• 1 _--�� 6" MAX. - -•iy,..►..,.v7,.•‘w.ia..v f�1 1,1� • -— 9000 SW DURHAM RD. `�+ TIGARD, OR. 97224 �r� %�rrai►r+Ir�.►1r.+ ►i��r�a�r ,` war�w«� � 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" JOB NO: 16992.00 MVO 3 PORT – TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ISSUE DATE: JUNE 19,2018 A. OIL RESERVOIR B. BRONZE ACTUATION NUT Jurisdiction Stamp Area C. BRONZE SEAT RING D. WEATHER SHIELD CAP >– E. SAFETY SLEEVE COUPLING J F. THREADED NOZZLES WITH "0" RINGS z G. NATIONAL STANDARD THREADS 0 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. W 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 0 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. z 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED W BY ENGINEER. WATER DETAILS II 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. W 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) LI_ ON THE 4 1/2" PORT. W CITY Or;TIGARD APrROViD NO SCALE 0::: OREGON LORI PAHA. P.E. ENGINEERING DIVISION an FIRE HYDRANT DV NO. CtU-illPUBLIC WORKS DEPARTMENT OWDR �:OREGON 97223 AUGUST Zola ASSEMBLY 542 0 TIGARD VOICE:(503)R39-4171 PAL (50.3)684.7297 APPROVAL DAR I••- (:::5 . 3 1 \ v ' _ - - ir - - - /SW DURHAM RD - - C� - - _ _ • . I - - - - -4i 'k 1 1�.+ taoaaaao••pp ( _ - } -"'x S(IDJ oaoa :°°°a°°a°o 'r -- - --- r. ....., .„, � = -I �' / L ef.'.. :'lL4 }�qqpqy JALJ ,°a°+�•°p°eaR°qa°P°°•p°a°a°aan• .n. s- wa9 . F � a°aa�°=J•°,V\��l{eB� \'. J- SD D ' •GMS°C• r.�.0 �. ,. .� ■ �� {Sf�� ,1: _ �k \.• • .40.0.; w w w . . . ... _ . 40 /7a,S5ettI /� , w w w w ; -. . :_i_ilir--.-- �,,. j• ". :,•' i .. � ", !ter"1- 0. 41 • � .. }sa' _ • � __.. 07) �� architects .... i .7 . . . . . . . . . . . . . . . . . . . . . . . �' � 2a.0' / / _ __ ___ .. l+Ill •4! -- ,�i •,-� 1l nuI q 1 J,11 r I a 1�� r. LLJ .. s •��I "•� ,, SUMPBUMP 1-..-• rJ �- 1 4 �, ,, ';. , l T721 NW 9TH Ave, Suite 350 a\\'\ / ,i' J , Portland, Oregon 97209 v• . ,. T (206) 340 9500 F (206) 340 9519 20.0 :. b• .. `y• I r• x24.0 �� `:.I ,= tEXISTINGs.•sir ; 4 28.0' �:.�'%�'! BUILDING ��.� i_ JMI �3� - �� ; , � '� �� • (AUDITORIUM) ,�Ii- _ _ 20.0.. -. . �' ' ' - , • '; / CIVIL ENGINEER & LANDSCAPE ,_ ��,�� ( � iullli!1l�l�fillull��l !!!ll�iu!ll�fN1f111111f1111lllllifllllll �f{ •�{�• '` . - Card noI I ; e�*��;�� ' $0, :• .`► J. 27,0 I 12^CONCRETE i' ` ' • I '�� '- t��ea�o�d��'�f ��l� I. � WALL : / 6720 SW Macadam Ave Suite 200, .• n _•,•„• 1 • `►►I� IUIuI� IlllIli1JIIII,IIIIVIIIIII �L .•.6_J►...I J' uN -.rJ• •� Q ' rr _• • s.-r Ij ,��,r��.��o��r� ),.Y'4 , iPortland, OR97219. , , . -_ +►oloi�w�!�'1 ��` } VIII 1 l •_ TT(503)419-25001* • ....,..:. ,. fir ' l A 1 rI 31 GROUND ' 37 GROUNDl' -:":':f.- :: 'r ;� , <II G, . :: STRUCTURAL ENGINEER 2fi.0 :.•: ;_: !-=�- LEVEL TO ROOF LEVEL TO ROOF J: .' �:'. :'` ;, �J BIKE RACK- Catena En ineers . : Qa ±- _ I. :.r i . `'.:e 4 . n n flki :�.'•• •;ti. . r' °a.;.. •�' • Jae I Ig I r ; i 1500 NE Irving 9 St., Suite 412 °° f�' E�� I ''- -°•,.,`-,r �..�Zilik• COVERED IT ,. • r ' Portland, OR 97232 °° I I ... - r.. . t1 1 �' � ',. BUMP T(503)-•467-4980 cn �,• BIKE RACKS © \ ,, • �. aaaPn� r .` '.ti'}�.:` ,,�-*' - i rr32SPACES \ merit~ ,. � \ ,, # 1 ` MECHANICAL ELECTRICAL & 4 Q lillik Q .j. . ap. .. ... ,. ,,ora°o°, I . 1eti „ r. II a DO ICI : paaaaa��j _ �_ ,,• _ / ;: ,�, '. PLUMBING ENGINEER Z as - •a°o°PP°oopa... {� aa °°°°°°°°°aan°a - - ar 1 Glumac O) j" Co I 6 -©�0000°aooaaa°°a - - - Al�!IO� ' ,�1, t7• ' - / ••• p° l - I oa°°°aP°°°PPaa a\ i-,��®• \i„... T!J\ \ di ''r.r �ir • 'rl '"� 900 SW Fifth Ave., Suite 1600 pp paaanna°aao°°a r! i`I�I \I/ ffr d� --• pp.• .. _'. �� ;�fl`�, �+�l�lllll�lll/ ., �:, r.•:' r`i Portland, OR 97204 • na• I , a��i��14140r�0.4lIj� ♦.♦` i T(503)-227-5280 . W. . _ `.• 411„z I 440. f-,,d ' TIGARD ''\ \, : rf • °° ++ ► 4l +,I FOOD SERVICE CONSULTANT . . A>t td'i =i � �t �QC��i7:1�1 '�i ,...,:412, 11449• � dQPP9` 111111 31'GROUND HIGH SCHOOL ,� i 0130° . ! " }' ` , fes = laaaaaa. LEVEL TO ROOF r s Webb Foodservice Design •1 '�k 130°°°0°- \ . . l]' - •' r� ooa°°P• I aye ;�, ;�. '-�-{ :KM: ,, ® + 3700 SE Laf tte Ct. I : .•': , - ' / ' 1 ! aoPa Alik ,o - Portland, OR 9720•• ` �� , T(503) 236 8566 II*.•:.i: ii , . :.. _ � '' 0\� CAFETERIA +VIPSit \r1;311/4ACOUSTIC &AV CONSULTANT �'' ;,i , - The Greenbusch Group !I •; •.Y. - - s I' EXISTING Via\,,; • 1 El \26.0' �� BUILDING •\.,'.•', •+ 1900 W. Nickerson St. Suite 201 ! 4 cn �� {MAIN G ) ♦�• y y ; i Seattle, WA 98119 4 ` • 4 'r��r y S SS T 206-378-0569 4co I 5 � , ,4 21.0' "r 'e i lia W db . • : r Y ''• ''� ��' � � COST CONSULTANT Q •. :: _.- ` ' '� • UPPER BUILDING FACE iti !:.:::..-"*..•. • •• • -_ '••• '�• \ •'! :G' �� Construction Focus > � '��- /. , ''�;,, '� , :' I"�. !_- J / ,�%%� 740 Almaden St. •• j..- 1 ,. � • r. r .01 Eugene, OR 97402 . .-. 20.0' . ::::::::•:::::::.:::::::.:::':::::i:-::: :. • �: ea s......01,1:* , a\ o a•w�r I AZ '� � 2 T 541-686-2031 • _ • • • 11 . -• •_ -• •` !r a / {W 7 • •` _ .' -• .-. ` o ,. • • -. ••- ' EXISTINGy r �� ! ter... iC) 41111111N • 4/ I Imo_ /�ww� r •. _W. I "' I ,� :_4.W.'.y , BUILDING ` , ` , r C iti1 .4 1 LEITILL : •• C . ITI�allil " ranIP _ .:-..•••••°g;. I 4111\ or:„z 0 , r . ,4� �i�rrl� / , /4.(-) o C r 8 , . . I \•• , - - a n ! . . n o ' 4466, 0 A1\t . .... .......*-................i.... . . Oa /741.0%11:t. '''.1.:4,.`11::;/.:1'.1' • 0 0 0 ) D. D OOn : _ _ r +� , ; :F �;� - C,,'7 Cardno . . - -.. . 411°111*. . 1 . ... aa f D a 1 .7' . c, PORTLAND asCI �� \ r ...♦ - �� _ fi720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 ._ . ., ` °n°u �; \� ��` ". , ; a a•- L �� ' TEL:(503)419-2500 FAX(503)419.2690 \10\ii,, ‘. 111111')1111111 . • j--Loi .\-----\,./ a a 'i'+ . 1 JB E as 111 _ - _ _ r •• V a 26.Q' �" ".v 15.0' fie' `4. �G ► 1 ...r.�� WWWgra • ma v AO .: _ _ • _ C. / ��- . `\ • /h, G EXISTING i 9 i :;� 30.0'N L:� • W- _. - - -- -` :•�M OWL_ �,� �� J 55Z 41#" � ��\S O\�mar- 1111/1\11!' �, ..1 ct lr22 BUILDING Wm �y� 17,9 i////iiiiiiiiiii/i// ii�i ``10 0a• Illi ill _..), JTI •. O BLOCK •, . - _ . . - . �.•• ooaR:.. 414 ''+ ©� ` r-41. G 4 / i co • -J TURF FIELD WALL _ _ i • °• d{ \� A, _ _` '. ?_ 26.5' •.I11'` y55") �`\ �p\� . / 0 yD : Q.. s - .•: `� / ' -.�T. �� •4110, ` '6\ ��GF ASPHALT i . - -' Foo A L FIELD ,� - �,� s""c\'' ra•,• • �' ,�� ::....c t-' TIGARD TUALATIN SCHOOL DISTRICT TB L ••-•-"•- - - ss i / A.:1:\OC\2*v�t.. -. ryes O*1W - ` oo '.4;'..aDRIIKING • :•: :':• 1► ;a: .::yF0.0�; r , . - TIGARD HIGH •, . A j IP EXISTING 10‘")\'‘"t �' -CONCRETE ': :,:' r� - �� BUILDINGO. WALL ► , AUTO SHOP) ` w �, SGP 20.0' f SCHOOL 0 - _ : ( �r _ • P cr-,. . ii• .. __..., MODERNIZATION \ . ARTIFICIAL TURF ` I 41,100 ,14 _ a BASEBALL FIELD �� \ • ` �JiyO�- � .� �� \�G Gc,PG 1 n \ I c s1 i \N\ • ,•�,�� C�� `� �.-.,.i� 9000 SW DURHAM RD. / `gP CRIBJ ., j/ f • TIGARD, OR. 97224 \\\\:\ y,; #4 .. 20.0' �' 16992.00 < JOB NO: • SD 5 �r �rr < > -- _ ��15.1' A� �,� R l awlbl � T �"I� �� ISSUE DATE: JUNE 19, 2018 Jurisdiction Stamp Area [[[iL s41-r _ 14 II . W _allsill a -G =� .:• _ .. © • >t^ ^ X ' _41. ,,..-4,...':-41 a i�Hl}I•lll�Illl{im a♦ i ~ 1 b >1i * 1 1 1 1 ,� =, di N Z PROPOSED LEGEND FIRE ACCESS NOTES1: _IC ..'1.-', ., I'-s ty'Q w -DOMESTIC WATER LINE 1 EXISTING FIRE HYDRANT ASSEMBLY . II. ,� , ,�; �,° W FW -FIRE WATER LINE I -3 I •'' - • m -GATE VALVE 2 EXISTING FIRE DEPARTMENT CONNECTION * c :LI r : : r ° -FIRE DEPARTMENT CONNECTION 171 PROPOSED FIRE HYDRANT ASSEMBLY.SEE SANITARY&WATER � " UJ PLANS AND CITY OF TIGARD DETAIL 542 ON SHEET C5.30. - - �� Ilic -FIRE HYDRANT •��* * = -*"o i FIRE SERVICE 4 PAINT NEW 6"WIDE RED STRIPE WITH WHITE LETTERING"NO .1•1,,,,...7.,... ._____7„. ,II W D -REDUCER PARKING FIRE LANE"SEE DETAIL 3 ON SHEET C5.00. ..- <>'0‹ I AN D AC E S S :1. LL �� -BUILDINGS>30' 5 INSTALL"NO PARKING"SIGN"TYPE D"TO BE PROVIDED ALONG I I. -�` I1/ P LAN EXTENT OF FIRE LANE.SEE DETAIL 2 ON SHEET C5.Q0. .=,_: LL -FIRE ACCESS 6 PROPOSED FIRE DEPARTMENT CONNECTION. SEE SANITARY O °°° ° .° e L.L AND WATER PLANS AND DETAIL 1 ON SHEET C5.30. 0 / / AERIAL ACCESS SCALE: 1"=40' C6 .00 - - - -PROPOSED FIRE LANE 44' 20' 0 40' KEY MAP 11(iiiiii) SCALE: 1"=400' - - L - - - - - - - - - 4- , '. - - 1 __ - - - - 1- - - - I- - - - - -- -- � L - _ _ - - - - -- -_ _ _ I -- -- - - FR s.y� .. d.. a a IIII ❑ I� :3): 0 46:1 \ & c �p _ 43 p m / j9 _Lig U oEt] m 4ligI U q ° a a - 4 S ^-'l' o _ �' SS - d ,,© - -a T� - a /. S C SS ea .. a a a q "__ - - {) a ° a a a p d _ a a. 4 - e ° a - - q SS �' d SS <� SS .8 SS SS 41 VSS p a ° v SS S 4 il a °. a a q °. FO ° �. FO _ Fd 'a a •FO d ° R I, a FO _ h0 ° FO a a o ° q •-i' a • ❑ 01' n a ,tea a p a ,� � a ° 80° .�~ a�� °a, _ c a. a —a ° _ 1-� a ' n a a it e _ as • — •° .d \ a/ k# d \ / FO a FO FO S n a e o _ _;� SD SD _ u` SD SD -SD_ SDS \ cy �' / \ Q + - - -. _ - - _ p rn I i`� ❑ a \�G� G G — — G G C G - C G G G G - — G G — - G G G GmiliN ❑ co I G _ G '\ 92ND AVAll u.' co E 11+ 0 -Sta:24+$4.0912+00 13+00.73 SW DURHAM RD 14+00 — - _ ln n n n n rt n nt - -n- n _ dW`-- � \ •-�- W W - W 600 W- I W Q — I . F- — I — I . ; — — — _ I �— - 2 cn Fc N E \ O _. _ 1 51 A 11+91.3d in 11 _,_,_, - - - ._ - — _ U�.- - -2007 —rl R.O.W. 50.0' - STA: 14+09.91 D22.0' 11 6.0' r ., 40.0' s 6 ' C71 S .0 : 1 1gg © SDAD-2 _ O 6 a li; r 1 n n - nk♦ itrv,`u(-1 ■ ii: ❑ n ❑ ❑ ❑o❑ ❑ ❑ . ❑❑ ❑ ❑ ❑ .. 11 95' i - -g7 =F - Z U ai 1 -ci 0_ COSi- ' Jo 4SDOV-2 Li Pi \ _ _ - - HALF - aZEI ' . . . - • $D - _.---------- - IU sn 200- ^ � © R.O.W. "e • ! © ° LIDA=410 SF -- ,-t,.1 ,10 � ' W W" W— W N W W W W 198 WJ52Q1' W W W W 11� . I.146,._ . ° .`� — q - aa a- a° - - d - d . Nn 777 a. a -4 - ° °. G °' - 9- -- - '99 A el JIU1I.!UII1II1IV : 44 4li ••- a •• • °/9g v,L' - - ed ° 9> - a a4 qa - - 4 - _- \\ •__ W W d 0002/, W _199 9 `'I I _. VO - 5,-- ..Y WW v W _ wW W - W W W _ _ - © Y' _ W"' WWWO W W ._W W W "„4W„,, Y W Y W � _ - W W W W W W v v v” W v W Ni, W W J. W W ✓ 1B.01PUEW W W W W W W W W W v W W W W W _____-,✓ : 'i:AY LF> 20O cn " f I W ," .y +I l •`X;a -'. fL_/i W •Y ,1. ' � ". ,� 4 " i l , • •• g6 195 I Z z O SW DURHAM RD STREET PLAN SCALE: 1"=20' 0 w I � M 20' 10' 0 20' Q W - N _ >Z 11_, 0 205 , ; I 205 W Et . __- __ —1 __ • EXISTING GROUND @ __ - __ PROPOSED CURBLINE � O 0 PROPOSED - - - - _ - - - - TOP OF CURB EXISTING GROUND - I 200 - _____ - .. . :.- - _ - - -- - -_, - - - 4CENTERLINE \\_- - - - _. - J - ID---- - - - -- -- - __ ELEV.=1905 - -------- - I Z —\ .\, \/\/\/\• ----- (/) 0 < 195 --------1 07 �;f rl� T. t I 195 Z ISTA:14+97.13 >'+-rte --'� .- .- - :�' - " 1 < _i I I I LEV:194.05 .,.;��.�:_.� -1--.r...,,,,- . 49.9- � �R 1 � Q o ELEV.:194.05 V L..L` 'Lu_ I t - --� - - - 4_ LE19L5__- 0- - - - - _ ___1 - -� -,ng f2"CSP@0.0081 - - _ _ � � - - 190 - - — - - - - - _ EX SDMH-201 (48"0) - - - - - - -- -- 190 SDOV-2(BEEHIVE INLET) - Et Et 0 -DURHAM RD STA. 14+09.61,27.83'R -t 1 - Q CO Q RIM= 198. SDAD-2(MODIFIE CG-30) STA: 15+46.71,24.23 R r R Q IE OUT(12" )=191.80 i DURHAM RD STAN 15+02.88,23.50'R DURHAM RD-- - V C) IIEI =197.55 _ -_ RIM P=19 . IIS IN(8" X94. 6 SUMP=195.55 "' --�IeOUT(8"S)-193.90 185 - - - - -- — I�I -- - ----- - - - - _ - - I - � 185 >-; -- _ i 180 ' ' 180 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SW DURHAM ROAD PROFILE z 0 HORIZONTAL SCALE: 1"=20' a VERTICAL SCALE: 1"=4' E 0 cI W CONSTRUCTION NOTES STORM SEWER CONSTRUCTION NOTES EXISTING LEGEND PROPOSED LEGEND 0 — 1 CONSTRUCT 6"STANDARD EXPOSURE CURB PER CITY OF TIGARD DETAIL 125 ON SHEET O CONSTRUCT STREET SIDE STORMWATER PLANTER WITH 2"FREEBOARD, UP TO 16" CURB LINE _ _ -RIGHT OF-WAY ADJUSTMENT 1- C7.30. STORAGE DEPTH, 18"GROWING MEDIUM,3"CHOKER COURSE AND 15"DRAIN ROCK WITH -EXISTING BOUNDARY LINEa IMPERMEABLE LINER AND 8"DIA. PERFORATED DRAIN PIPE.SEE CWS DETAILS 795.1 AND -PUBLIC UTILITY EASEMENT(PUE) - 2 CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRIVEWAY AND CURB PER CITY 798 ON SHEET C7.41.SEE CROSS-SECTION ON CWS DETAIL 795.1.CHECK DAMS PER PLAN EXISTING CENTERLINE -EXISTING RIGHT-OF-WAY LINE -STRIPING �' '. - ''_ _ OF TIGARD DETAILS 143 AND 145 ON SHEET C7.30. AND CWS DETAIL 406 ON SHEET C7.41. BASE WIDTH AND BASE AREA PER PLAN. --" " _;,•'' : '- �c 4* -SECTION LINE - - -CURB LINE T , ow - _ - - .. T 3 CONSTRUCT CONCRETE PAVEMENT SIDEWALK PER CITY OF TIGARD DETAIL 120 ON SHEET O INSTALL MODIFIED CG-30 CATCH BASIN INLET.SEE CWS DETAILS 403 AND 795.1 ON SHEET x -FENCE LINE,TYPE AS NOTED t -CONCRETE PAVEMENT i k l4 - ° NII C7.30. C7.41. - .�1„°--" ° SD - STORM DRAINAGE LINE _ L ' I' 1�, III r * _ 4 CONSTRUCT NEW ADA RAMP WITH TRUNCATED DOMES.SEE CITY OF TIGARD DETAILS 128 4 INSTALL BEEHIVE INLET OVERFLOW STRUCTURE.SEE CWS DETAILS 405,407 AND 795.1 ON 55 SANITARY SEWER LINE • • ■ PROPOSED PEDESTRIAN CROSSING` AND 146 ON SHEET 07.30. - I . _ , I I ,3 W - UNDERGROUND WATER LINE . SHEET C7.41. -TRUNCATED DOMES � �.� � FO -UNDERGROUND FIBER OPTIC LINE I \ C o G - -UNDERGROUND NATURAL GAS LINE - I° - 0 5 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE.SEE CITY OF TIGARD DETAIL ,- -LANDSCAPE AREA - l�Q ou • 128 ON SHEET 07.30. WATER CONSTRUCTION NOTES °a t1131313131313/ 1:II- _ `'�' Z a EXISTING CONCRETE SURFACE 0000000 STORMWATER FACILITY �I 1 6 INSTALL 6"EXPOSURE CURB AS PART OF LIDA STORMWATER PLANTER. v -STORM DRAIN MANHOLE 0006000 ---- 4111111P 0 a O PROTECT EXISTING HYDRANT IN PLACE DURING CONSTRUCTION. -STORM DRAIN UNE < 1 - ,� . : i ® -SANITARY SEWER MANHOLE - e '� - _ W ® CATCH BASIN STORM MANHOLE I ..,20-.., °p6 ° ©a r , U FIRE HYDRANT -CATCH BASIN - I "°'°41 •• * •`"**" a i I `•J CO e Z 4 STREET LIGHT(COBRA ARM) e *11 STREET LIGHT JUNCTION BOX w DOMESTIC WATER LINE W DATE 1611912018 cs ,- UNDERGROUNDING NOTE:NO OVERHEAD UTILITY CROSSINGS EXIST ALONG SW DURHAM ® TELEPHONE RISER FN' FIRE WATER LINE IIo N I° DRAWN KNY O ,_ ROAD FRONTAGE BETWEEN SW 92ND AVENUE AND SW 85TH AVENUE. OT -TELEPHONE MANHOLE Cr -GATE VALVE I a° ° °: - v m CABLE TELEVISION RISER a UJ4 DESIGNED I KNY a� m FIRE DEPARTMENT CONNECTION �-�- CHECKED MCL ® UNKNOWN UTILITY VAULT `�G o° I °°°" ,°J LLI m 0 0 -MAILBOX D - - °-° ®° - - °°°° ° - PROJECT# 121712810 a ca W -FIRE HYDRANT Et N _1 SANITARY SEWER NOTE: NO PUBLIC SANITARY SEWER IMPROVEMENTS. NEW SANITARY . .. -SIGN POST 'S'Y0 SHEET TITLE O SEWER CONNECTS TO EXISTING MAIN ON-SITE WEST OF THE AUTO SHOP. i 1 I r -DOUBLE POST SIGN ED -REDUCER j n/ a -CONIFEROUS TREE LL DURHAM WEST P&P Es KEY MAP 0 co DECIDUOUS TREE SHEET NUMBER CD 7e--C SCALE: 1"=400' � 2 C 7 . 0 0 (7) , a it LAND USE# 6a i - - - - + 1_ -. - - - - - - - - -- - - - - - - - - - - - - - � - - - - - 0 ,• -� a FO - - - -- -., -- - - � - - p) 8 E A �� s i1 ° T 8 41: too 1 g [g1 .-7..CY1'.. 11.71I• 'VI Oat , im C341'' . CT) -E 4 A-` a`d S5 ° SS e a AlSS • ° SS !�, d d�SS ' 4 SS ad " ° 5S ° q 4a �SJ a � ��i FO ° "-L__-__ _!_L FO �" NvimO -. c illi _l ° ° a c. - - -a d t7 - 4 °f'C7 FO e 4 FO a �:J �'_...__ a __.0 ,.... ...1,4 ,- a _. ��r✓I��V `� . a 1 ° coa .a -�- SD O � ° ° �� i./. -0`e- ° ate_ n 4 a _-' ------ ��= SD ,. - SD • e SD ° SD -w- SD SD .� SD I, d e G G I G G G` ' - 4�] G G - G G - G G G G G G G - G G ' e G G G G 792-., L g Ia SW DURHAM RD d ~ 7}� _r 18+00 '7 9S` 18+00 791_ 9A F- ° e 20100 _ - - - 21+00 - - I - - 221130 in w w 95.0' i - - - - - - ---- I -- - -- ' > I - - -- -! - -- - � 1 - ° - # I- a c=!) - - - � 1 , * \ - ,\I 11 4.-_. i c, 1 c:.) * _,' ''' " q 71 a '4 EF L 1:' 01 T)) I I c.i • ' . b °n O a . ' I I I 141111-1, IP. D I _- Aj, S _ _ _ _ _ __ ' or - > -- -- : A �, \., _ _ _ _ _,,, '+ V ```• X X 4/..., - - - - - - _ �t - �}1W \�E�/ I C 1 a 1• �.► `i4 U AHI" f'Tr tiW �b oy HR, p , .H. 4., OW -OHW _ 4 - - A b a P e° b 4 ailla - \ a ' i ° ,'�- ° ° a o 8 � I} 4a 0• SD \ ',10 cPc). I L,' cgg=' GG G GG 1 Q 6o.a' Nc3 VARIES Q § SW 92M) AVE R.O.W. 6 SW 92ND AVE z�+oo 24+00 z " g 19+Qo r 3.0' 3.)' 2°+°° 21+� �9 22+40 - - �' _ _ o i - - ssA 67.0' I § � pS 1 s I . 30.0' -. 4r ‘ 66.3' sS R.O.W. i � j;' SDOV-1 r 3.0' 3.0' '� sS SS STA: 18+88.17 r92 SDAD-1 3 1 30.0' SDCB-10 I g - N \ _ 19.0' \6 \ / y- 19.0 STA:22+26.03 0 6 10 1 i \ HALF 7 © 0 0 3 ��- - - -30.0 - - -ii- �_ 37.0'��9 SDMH-1 5 \ R.O.W. - \ i30.0' av - -4 - © - - - - HIDA=28 SF �- _ - 0 - - STA:23+14.01 HALF c� G r- -- G (.3„,\I .b L-1... r u u u-W N.0 Lij1 lir u u u u u u u u 2:1,/t 5 . ....7: it„,I$� f. T. . s. " - - 0,O R.O.W. 5.5' � . �•r� m _. ... �� u`�T � J❑� QL] ❑ ❑ ❑ ❑� i � � ��-J� -- - f ----... -- �-� _ � t........„ _ -_ ( , b b ' a" 5� a • � ------ -•----- - - � -- 55 a P � .� SDAD-1A _ a ° 1 msgh 5.0' 4 b `•a _ _�� , _• 11.5 _ r� 1 \ O \-,. ..: °T '-5,0 ,,.,, . aeiiiIIiI : s.2• .0 'W E E E t �sIE� E E -, T-7-17, -F E_ T ( 6 E ( 77,--, E E E i E E - E...._EW_-£_7 f- E N.1 yr■� ili.. • ji y IIrPb ° fi.Q'� a - -a-u a. �,° b ,�g'I _ 'a - _° A, b -b° 6.5' ab a ""'� .^ - a P• d, ` E F E E E E F I E r' E E E E E F <4Y- E F . E , .E E E E E E E 'SDE E E E F E E E E --F-- F - �f-', a.�.�S IW - W - - - - - {N a' V�� - - ( --�. �a a S \ - • • :' 4 CI t - w /1/-k‘s . w . O • • • 5 __ � -_ 0.5 1fi.Q __ _ � �, 3 �._�e.,. u�,,,4 w \ ;�r 2 E E E _ � E ---E- E__ E E E < E E E :__:_...;N) E� F EE EF -E-- E Ea ° E E E E E • E- E f7:_,___±.._+2______ _-77---E E ( E© E .. -- E E E F--- -E--- -E f.___1----- F--'-_F. -E E E E E E E ,"-E----f----E E--- 11 E- --E.. E #E 4 F �� -r E E F E E E E F F F E F f E E E E F E -�i'�•�'��,f.� I E E E F E E F F E E E • F F E E ___. 0.5' :E F E 416.0' E E -E ` L i:1\4: E E, f E b aE E 3EE E F E E E F E E E E E E E E E } E E E < E E E E E E E-' E E E E < F E 0El - - r� k • E - (� 1 P E b. - - ,�..,.._ E E E E E f a b ,.-•a--' 40° b C3' �� 6 F © M 44>E ESE E E 4 i b V 1 E` �, b �� E E E 11 'MHO -'1 b E 79 �� , 0 .\ • g WOIMO _ N. • • „--) I..... SW 92ND AVENUE UTILITY PLAN Z Z SCALE: 1"=20' O 1 7 1- rte, 2a' 10' 0 20' Q 200 -�. > W 200 N EXISTING GROUND STA:22+04.57 �f z H�/� SDAD-1A(TRAPPED CB) - PROPOSED EXISTING GROUND @ @ CIyNTERLINE DRIVEWAY CENTERLINE 2.55°Id O v STA:20+01.68,20t01-174- TOP OF CU kt PI JPOSED CURBLINE - _ -. ._ 92ND AVE 0.37% . - W I ❑ RIM=193.23 - ------- -- Wk:1V+OV.11 \c--- ___I--------7 195 DRIVEWAY CENTERLINE 1 A ---_- -- 195 O O ___ 2 - 0 ""1--- :",-y„-w,=‘,F.R.,, , „ ,,,,,,,, , ,„.„..„.. i -I >. I - - / ,:,:stvv,x\y ,,t, ,)\,..,;:>.„. \-,),,,,,, y\, , .:\v,., r i . i �Ll:��: 1 I -� ............ �� ►1 � �<i� �� 10"PVC 3034(N Oi413G � � ��. -o • B8.1LF co 190 @ OgQG s:��6.��i. �=�; i � -,fterr9 i i `yI 190 ._=-1----134 3034 11'.�:d`'f.�is .:iar�F� ,'Y. 1 I- 9 - _- - - - - - 169.1 LF Existing 12"Gonc(�03 CO, C.)‹ < - - - _ _ _ -- SDCB-10(CG-1N) Z _ _ _ - - SDAD-1 (MODIFIE2)CG-30) 92ND AVE STA:21+81.92,20.28'R - _ 241.0 LF-Existing fit"colic! 1 8"RE�FORATED STA:20+27.91,21 00'R ! RIM=196.00LiO __ - - - - - - _ PIPE 92ND AVG IE OUT(10"S) 1.90.85 - D 185 - 185 LJ J SDOV-1 RIM=194.03 SUMP=189.3. I t , I- RELOCATED(NATER LINEEX SDMH101 (48"0) V_ 92ND AVE STA: 19+73.68,21.50'R 92ND AVE_STA:20+94.20,28.92'R ❑ . ❑ 0 RELOCATED GAS LINE - RIM=192.85 IE IN(8"N)=190.00 RIM= 194.17 Et Ce 0 SDMH-1 (48"0) IE OUT(10"S)=189.80 It(N(3u N)= lo9.65 IE OUT(12 S) 187,55 Q CO Q1 92ND AVE STA: 19+2.5.11,28.98'R r n M n Q 180 RIM-192:64 180 �J V_ IE IN(12"E)= 185-64 I- I- 1--r IE IN(10"N)= 187.64 IE IN(12"N)= 185.€1 IE OUT(12"S)= 185.64 m 177 177 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+54 24+00 24+50 CONSTRUCTION NOTES STORM SEWER CONSTRUCTION NOTES SW 92ND AVENUE PROFILE HORIZONTAL SCALE: 1"=20' 1 CONSTRUCT 6"STANDARD EXPOSURE CURB PER CITY OF TIGARD DETAIL 125 ON SHEET O INSTALL 10"PVC 3034 STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON SHEET VERTICAL SCALE: 1"=4' - C7.30. C7.40. INSTALL MODIFIED CG-30 CATCH BASIN INLET.SEE CWS DETAILS 403 AND 795.1 ON SHEET 2 CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRIVEWAY AND CURB PER CITY C7.41. OF TIGARD DETAILS 143 AND 145 ON SHEET C7.30. O INSTALL BEEHIVE INLET OVERFLOW STRUCTURE.SEE CWS DETAILS 405,407 AND 795.1 ON o SHEET C7.41, a 3 CONSTRUCT CONCRETE PAVEMENT SIDEWALK PER CITY OF TIGARD DETAIL 120 ON SHEET act C7.30. 0 INSTALL 48"STANDARD STORM MANHOLE AT POINT OF CONNECTION IN 92ND AVE. KNOCK U) OUT TOP HALF OF EXISTING PIPE ONCE MANHOLE IS IN PLACE.SEE CWS DETAILS 020,030, EXISTING LEGEND PROPOSED LEGEND 4 CONSTRUCT NEW ADA RAMP WITH TRUNCATED DOMES.SEE CITY OF TIGARD DETAILS 128 100, 120,AND DETAIL 1 ON SHEET C7.40. AND 146 ON SHEET C7.30. CURB LINE _ _ /• ,` -RIGHT-OF WAY ADJUSTMENT iii 6 INSTALL CG-30 CATCH BASIN.SEE CWS DETAIL 330 ON SHEET C7.40. a 5 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE. SEE CITY OF TIGARD DETAIL -EXISTING BOUNDARY LINE - PUBLIC UTILITY EASEMENT(PUE) 128 ON SHEET C7.30. O CONNECT TO EXISTING STORM DRAIN MANHOLE. RAISE MANHOLE RIM TO MEET PROPOSED -EXISTING CENTERLINE SIDEWALK ELEVATION.SEE CWS DETAIL 030 ON SHEET C7.40. -EXISTING RIGHT-OF-WAY LINE STRIPING f III-!_I swlou wAo I- f 6 INSTALL 6"EXPOSURE CURB AS PART OF LIDA STORMWATER PLANTER. •- -SECTION LINE -CURB LINE r' ' r � l� INSTALL TRAPPED CATCH BASIN INLET WITH CURB CUT OUT AND METAL INLET ASSEMBLY. x FENCE LINE,TYPE AS NOTED I f i i" CONCRETE PAVEMENT a i 10 STA:20+01.71, 19.01'RT.CONSTRUCT MODIFIED CURB CUT PER DETAIL 1 ON SHEET C7.41. SEE CWS DETAILS 403 AND 795.1 AND DETAIL 1 ON SHEET C7.41. SD STORM DRAINAGE LINE 11: I ; "�°,� , 11 STA:21+72.54,29.50'RT, BACK OF WALK O COORDINATE DIRECTLY WITH NW NATURAL GAS TO RELOCATE EXISTING GAS LINE TO SS -SANITARY SEWER LINE ■ ■ ■ -PROPOSED PEDESTRIAN CROSSING i i STA:21+78.54,35.50'RT. BACK OF WALK AVOID PROPOSED IMPROVEMENTS. NOTIFY TTSD AT LEAST 72 HOURS PRIOR TO w -UNDERGROUND WATER LINEx i_ >► TEMPORARILY LOSING SERVICE- FO -UNDERGROUND FIBER OPTIC LINE i 4 P • -TRUNCATED DOMES ° J G -UNDERGROUND NATURAL GAS LINE I- ' = '.' 0`. f' " - - J 4 _. -LANDSCAPE AREA *�� s v 7 V ao00000o I� _ L WATER CONSTRUCTION NOTES -EXISTING CONCRETE SURFACE 913001390❑000aoo� -STORMWATER FACILITY -. '1 J ,� �- ® -STORM DRAIN MANHOLE - , / '\ ,I O © INSTALL 6"DOUBLE CHECK VALVE ASSEMBLY. SEE CITY OF TIGARD DETAIL 532 ON SHEET © -SANITARY SEWER MANHOLE - - -STORM DRAIN LINE �� e® a 1 a UNDERGROUNDING NOTE:OVERHEAD UTILITY CROSSINGS HAVE BEEN REMOVED ALONG C7.50. RESTRAIN ALL JOINTS. W 1 1 -CATCH BASIN © - STORM MANHOLE %1 _ .o SW 92ND AVENUE FROM THE INTERSECTION AT SW DURHAM ROAD TO SW MARTHAi. U Q STA: 19+70.19,39.93'RT RELOCATE HYDRANT ASSEMBLY.CONNECT TO EXISTING HYDRANT � -FIRE HYDRANT - I a,," . „. • '•" :I STREET. -CATCH BASIN Z LATERAL.SEE DETAIL 542 ON SHEET C7.50.RESTRAIN ALL JOINTS. -STREET LIGHT(COBRA ARM) o •1iI �' o • m STREET LIGHT JUNCTION BOX W DOMESTIC WATER LINE *' UJ DATE 6/19/2018 c? 411111: INSTALL 3"WATER METER.CONNECT TO EXISTING WATER MAIN. SEE DETAILS 523 AND 532 ® TELEPHONE RISER FV' FIRE WATER LINE I ; �' c' DRAWN KNY o co SANITARY SEWER NOTE: NO PUBLIC SANITARY SEWER IMPROVEMENTS. NEW SANITARY ON SHEET C7.50.RESTRAIN ALL JOINTS. 0 -TELEPHONE MANHOLE GATE VALVE I i, ca SEWER CONNECTS TO EXISTING MAIN ON-SITE WEST OF THE AUTO SHOP. W DESIGNED I KNY J INSTALL 3"IRRIGATION DOUBLE CHECK VALVE ASSEMBLY.SEE DETAILS 523,531 AND 532 ON m -CABLE TELEVISION RISER D © 0 -UNKNOWN UTILITY VAULT • -FIRE DEPARTMENT CONNECTION e .- a, I V- CHECKED MCL a SHEET C7.50.SEE SITE DEVELOPMENT PLANS FOR IRRIGATION POINT OF CONNECTION. n:IC _ a.,° ,a _ _ ,,°°° "°,°..° •. a o • -MAILBOX J PROJECT# 121712810 a U i 40, 1r -FIRE HYDRANT INSTALL 3"x 6"REDUCER. RESTRAIN ALL JOINTS. -SIGN POST 'S Y� L.I_ SHEET TITLE o DOUBLE POST SIGN ED -REDUCER \ J co EN Et a O STA: 19+53.90,35.63'RT INSTALL MJ X 6"FLG TEE AND GATE VALVES.SEE DETAIL 503 ON CONIFEROUS TREE 0 92ND AVE P&P o SHEET C7.50. RESTRAIN ALL JOINTS. KEY MAP SHEET NUMBER co iii N O DECIDUOUS TREE LL SEE SITE DEVELOPMENT PLANS FOR ON-SITE FIRE WATER CONNECTION TO EXISTING SCALE: 1"�00' / C7 . 02 r 7-7. DOUBLE CHECK VALVE ASSEMBLY. c-5 5 of d it LAND USE# E 0, 8 N O tog C 4411111 0ci 11laA Orn EXISTING ROW PROPOSED o , ROW PUBLIC UTILITY N g 5Q 0' EASEMENT (PUE) H - �-y 16.0' PUE � cr' SIDEWALK 8.0' 0.5' VARIES 6.0'-9.0' 0.5' CURB 0.5' EXISTING CURB LANDSCAPE ASPHALT Q 8 - 19.0' LANDSCAPE AREA 1 LIDA (ULTIMATE LOCATION) 0 ❑ N E AREA PARKING LOT z U g ''1-� a Lj m P IE o S S VARIES 2.1% r r- 1 5�' VARIES VARIES a } l / / /! f%%`%�%%`%/Q`/l%!%/%�%\l%�%%4r%11J1 4ll%l%�Ilr -r _ --- .-_..-`' - % /%/X ar/A•.A.'/✓. r9r4f/rGrr9rrrr "` __ ..... .. ..... . -ter r��--�z�'X+�i'X�i er`�Ce� t :�T� !� T !�!ti.�s..�:r ,�LAAL�.�r�Wkieelker w �:P?rY!w~�iEY '�rY�iY 'Y iY�iY�iY 5.9' 5.7' • EXISTING LANDSCAPE 41 i.....--..- -- 1 .I _. �--0 -_ -- ---- I . .- 14.5'TO EXISTING ROW 8.0' 5.0' 11.1' EXISTING TRAVEL LANE 11.6' LEFT TURN LANE I J11.5' EXISTING TRAVEL LANE 4.8' 6.7' 4.9' 6.2' 9.2' EXISTING SIDEWALK EXISTING EXISTING EXISTING EXISTING EXISTING TO EXISTING 0.5' SHOULDER SHOULDER LANDSCAPE SIDEWALK ASPHALT PATH ROW EXISTING- 0.5' 0.5' CURB EXISTING J -EXISTING _ 4.--..-- CURB W_ CURB 45.0' EXISTING HALF STREET ROW 50.0' EXISTING HALF STREET ROW CDPROPOSED SW DURHAM ROAD STREET SECTION STA: 11+80.10 TO 18+60.07 NOT TO SCALE i"�"" Z z o w Q W U N F Z ~ WCC ❑ PROPOSED 0 O. EXISTING EXISTING PROPOSED PUBLIC UTILITY O O ROW ROW ROW EASEMENT(PUE) - O 37.0 PROPOSED ROW IMPROVEMENTS _ 16.0' PUE 7.0' ROW ›... U DEDICATIONO 0.5' CURB 0.5' CURB 6.0' - ASPHALT I O 6.0' LANDSCAPE y PARKING LOT = .1 Z 12.0'TRAVEL LANE 12.0' RIGHT TURN LANE r 6.0' BIKE LANE` SIDEWALK �0 5, U - 4.5% 1.5% VARIES VARIES 1 0 0 < III �� I,, -w.-_-`,."--'"...V., •••••\•-•N.'s...,"•-siolia I < Z _=fa!r��:��SC$:z��r`f1iX trY-:rY:�Y:wY:.r.Y,�`r_r,r_r�r....� ,, rr•r , r � &1u � u.t•� ,� 0�.,�.,��_ .� - I I r � I 61iv �•:r- - ' :• �' i % -..-,.` �=�'��ti'!.Y.��r��r!iY' t-- _s!YYY+�� .1474-71141e4.4..._ '.i .._�,. _��'�!._.��7��t��`/'i►;�i1 � 4^ _. W , i 0 1,-- _ _ ❑ - p o 5.0' 6.0' SHOULDER 12.0' EXISTING TRAVEL LANE : 12.0' EXISTING TRAVEL LANE• 6.0' EXISTING' 14.4' EXISTING ~I 8.3' EXISTING 9.0' val .1.---1-00- 6.5' n/ �/ Q TO EXISTING EXISTING BIKE LANE RIGHT TURN LANE PARKING EXISTING - 0.5' L.L L.L ROW SIDEWALK 0.5' EXISTING SIDEWALK CURB Q r I CURB I CURB 30' EXISTING HALF STREET ROW 30.0' EXISTING HALF STREET ROW PROPOSED SW 92ND AVE STREET SECTION O >- 3 - C7.02 STA: 23+13.95 TO 24+09.66 NOT TO SCALE SCALE: 1"=5' z 5' 2.5' 0 5' a PROPOSED a EXISTING EXISTING PUBLIC UTILITY EE ROW ROW EASEMENT (PUE) EXISTING FENCE 30.0' PROPOSED ROW IMPROVEMENTS �-_ 16.0' PUE ` 1- a • 0.5'CURB 0.5' CURB 10.5 5.0 5.0' LANDSCAPE 1 LIDA lr- ASPHALT PARKING LOT RD --fr L 'f' 12.0'TRAVEL LANE 6.0' BIKE LANE LANDSCAPE SIDEWALK��r-0.5' 5' _ y ~ --- r- 3.096 y VARIES �1-5% VARIES VARIES I '��;'l I T". //,/./ .//j•- '11.1%:-4✓9%," i/`n�'�- ` i . v ii -- ' I I' , _,. ]\'\.4. e FG< r�i�i�i ii 4,1" �gi ri�� • •�� RRO••+iliMa ~i:A:R:V `.� .r ,r:� :�.�'.' .r :r :r ... A.A. r- :r- :r �.� !`�F �� / ( {I`�/ ' ' _ =r`X rf r7 i7C�r7 rt�r7r�rY:rYw:rY r -,�! =r_._ i • i_i,11-i,. .. �, .. i, �_ f� .. �i�,X1.1,(;t� J • �► 1 -. i_i :Y:�r. i /.� . .. ,1- .i.-i,-.i•� I .� .r - .r (1 P111 r .-.. . l• ; t'F.�Y.T:.T,�Y�•aY..r'Y«�rY«i-Fllr�w-Lr_-re._ r�r _��iJ✓_��¢ � �. =� i.�i...._ +mss,! f e % `� / ° ; J V - I--•0'il • • Z Iii6.5'�' 5.0' 18.0' EXISTING TRAVEL LANE 12.3' EXISTING TRAVEL LANE 6.1' EXISTING 22.2' EXISTING 9.6' - * i N.6I, O I In, TO EXISTING EXISTING 0 5' BIKE LANE PARKING LANE 0_5' EXISTING e EXISTING ROW SIDEWALK EXISTING SIDEWALK � :',..,,, W CURB I •o ©• U °. •;•ate iu.iircuRB I J 30.0' EXISTING HALF STREET ROW 30.0' EXISTING HALF STREET ROW • W DATE 16119!2016 o) �/ LL. DRAWN I KNY N PROPOSED SW 92ND AVE STREET SECTION 1 '°•• �- } U ! 4 ' I • W DESIGNED I KNY Y m ,7.02 NOT TO SCALE ! ° ;I* LL�� STA: 19+68.06 TO 21+72.54 °__�° ° -- .° I CHECKED I MCL °.°°° • UJ o ®° ° -` - PROJECT# 121712810 co• UI • v SHEET TITLE N o Ct STREET SECTIONS N 6 - KEY MAP 0 SHEET NUMBER ca , cs, LL co i SCALE: 1"=400'' C7 . 10 CI• ai a IL LAND USE# E rn8 o rcii "5 Ne o iv; 0 Zg 14 O En it a_ 7,7, O MMp ° W 00. • a ,,,, ,.. \ ..., , • . ' ? 1a° W ■■ ::6 1 I I I I 4 il .til i '4 I I I I I I ° rn Z �, o 44 a/ 6 r ,, ¢ �0 (NI $ -` - Iw h. _ _ \ , ...- g 8 _ _ _ _ _ _ _ __ „\., . , .0 . . oa 0, HW ,�� a , A _ x x - B GHW •.-' �gc W y J4 - k0 aoHwas UHCw DH ° aDHw a o b 4 • e ji::; i b p° \4 a A \Dt a °aA '1 SD c'•''-` SD ® GSD- SD - G -7D - 4 'O.HW y a G 8D G G - G G G G G G - G - - G - G - G STA:24+36.81,12.00R G G - STA:18+88.17,12.008 5 BEGIN STRIPING ;1(3) 1 END STRIPING STA:23+14.36, 12.00R � 8 VARIES �, SW 92 N D AVE $\START STRIPING ,�+� 20+00SW 92ND AVE z� O -22 --- SS 23+00 24+00 s 5S 5S ----/ _ \STA: 19+03.97, 12.89R 0 STA:22+18.09, 12.008/5 Ss STA:24+36.81,24.QOR 0 \_-At C 2 � © END STRIPING / = -\�/ STA:23+14.38,24.QOR 5 5 SS / \ - 7 ----\ • C - U UUUUUUUUUJJ LfI -- / \ rra " •.� . ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ naoo ❑ ❑ ❑ no� U .0 - \ _.' p • i - - ,v... 1 O L__-_ 4 '. • .6 a " r � � 1 T t Q a � a b a p .. t' P , / _ s• - .r. ama - E E 4 E F E E I E F F E F E & ' � t _ _ : 6 * E E EWE E ,W 4: 4- 4- 4- F 44 � � ' OW - a °• • e 4 � -- - a p-a - .- m - - b ---'-• _ a _ pO • • • EFFE 4414 Q. _ an4 4 k . 4\° _ W a n p a 4 wDa • 1E E F F Eke F E o $Dn -,W _r• ••OMR - �.b.y� r • wW ° EE E E E E If E E E E 4 E 4 E EE 4 EE f E F E E E E E f E E E E f f E E E E E E E E E p4/ F 4 4 E E E E E E E 4- 4- 4- 4 E F 4 FE f 4 .4 4 E 4 4 4 Ek E EEia4- 4 a • C_ll A. 4 E E E E 4 4 -'4 4 EF FE E E E 4 E E E E 4 F E E E E E E EE E Ek 4 EEF EE 4 4 444 EF E E 4- 4 4- 4- FEE E E 4 FE E f EEEEEE 4 0 E E F E E E 4 E FE •a T�.3"N -. Z E E E E f E . , - E 4 E 4 E E E F E E E E E F E E 4 E F E F E F F E 4 4 E F E E E E E 4 4 E E F E a . E f E E E E E E E E E F F E F E F F F E E F E E E E E f F E F F F E a rt- E G f f f E E 4 < 1.1 4 . .a. 4 . pa '4 f E E E '.4 EE E E °4 --p t. X 0) ------. l'' 2 1n F^-E 4 E0 N W 1/ SW 92ND AVENUE STRIPING PLAN Z ..... STRIPING CONSTRUCTION NOTES CO SCALE: 1"=20' Et 7...170011.17 /\ /\ INSTALL BIKE RIGHT TURN MARKING.SEE DETAIL 6110-U ON SHEET w f ❑ 20' 10' 0 20' C7.60 AND DETAIL TM503-BSR ON SHEET C7.61. ❑ J C) INSTALL BIKE LANE FORWARD MOVEMENT MARKING.SEE DETAIL Q 2 O 6110-U,ON SHEET C7.60 AND DETAIL TM503-BS ON SHEET C7.61. 2 - 0 O3 INSTALL LEFT TURN ARROW. SEE DETAIL 6110-R AND DETAIL TM531-A _ ® ON SHEET C7.60 AND DETAIL TM501-LA ON SHEET C7.61.CI 1J - m a d v a 4 d - ... a v 4 o ° d ° a - - 0 �/ SS a °�-�6155 a 4 c SS • a. a ' "-b 4 SS ' ° SS a 4, SS a a'� ;a q a SS 4 a d' SS a 61 55 a S5 a " \�( 4 SS a a a 4-' 4 SS d,' 'e a SS n 4 1�O FO d 4 fO a 4 e PD o 4 ears 4 INSTALL RIGHT TURN ARROW. SEE DETAIL 6110 A AND DETAIL TM531 A C!) / FO a 4 a d FD o P .4 FD ° a a a Fo 3 a -- - E - - v 4 F3 i - Fi3 Fo --.- F 6 F ' I d a . - •e - a - - a _ - ' d a da n d a d 4 ° d-- aON SHEET C7.60 AND DETAIL TM501-RA ON SHEET C7.61. �- "� SD SD SD SD SD/�\ -- -- I I SD "•----- - SD ---- - SD SD - S�\ SD SD SI Z 0 INSTALL BIKE LANE LINE.SEE DETAIL 6110-R ON SHEET C7.60. 0 - G G G G G G G G G ----- -- -- ----- G -- -- - G G G G G G G G G G -- CI) 0 C 6> INSTALL STOP BAR.SEE DETAIL 6110-E AND TM530 ON SHEET C7.60. Q SW DURHAM RD J Z f = Q ' - I -15+00 t8+00 - '- - I- - - 17 k� - I - 18+00 19+03 0 INSTALL I - ! - - - AND DETAIL M 03 CW ON SHEET C7.61.SSWALK.SEE DETAIL aC AND TM534 ON SHEET C7.60 Q (�� W \ / INSTALL 8"WHITE LINE.SEE DETAIL TM5600-W-2 ON SHEET C7.61. = U H c9-) INSTALL STAGGERED CONTINENTAL CROSSWALK.SEE DETAIL 6110-V ❑ 0 0 AND DETAIL TM530 ON SHEET C7.60, C .1 C Q ^. \ / r. 0 ip I ..b &r a9e9 da.4. :" 4a•rm.'_ae.a_. ..-- 4.-a.."p°.a• a-. •_."- 'a 3. a_ .a - a _ a- - a .° _ a_ a ` - - - a ❑ ❑ ❑ II ❑� nq ❑ ❑ n ❑ ❑ n�p ❑0171017100017171171017101710001717110171017100010171017100017171171 (❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r \ f V :• .'. " 4 a . a S D�.� .'a•4 p"' ' ❑ ❑ ,•❑ ❑-- C A, _ .a. • 01:1001 CiQ> INSTALL TWO 4"DOUBLE NO-PASS YELLOW LINES.SEE DETAIL • TM500-ND ON SHEET C7.61. Q CO Q LL 0 D V Qo a - .d ❑ ❑ ❑ ❑u ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ...a , : - a/1 ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ D ❑ ❑ ❑tom a4ya . •4 VV �QO ❑ ❑ ❑ Q ❑ ❑ Q ❑ ❑ SD nnnnrin,tr] r, rIn nJ--Lnnnnnr- n yv ila -- W w ° µ '° ' SDC;--- SD w W - - OD- -- Taw a SDw /0\d' - �� aw y ■ a ■ a �f7 nn n n nn nnnnnn//w 4 a �w a • d•.° • 61da . 4. ast/ . a aa- 4 .• .14 aa. - • a 4 O ad ° ' a • a ddv o mIII r '1�1I11 -111rqa ' • •a II11_' 11I11111If1I • 3]' 44tl a4 • .d O 4ct 4 aa 4ad ar14G a d4 61 a 61 4 44 a a aa 4 a4 m w c v. a a 6 .� w d rt a. 4 O ° • a.. a 4 a : a _ 4 461 4 a da- n - -'--� • � +per , . ,119.•-4- � - -0- . ,sem--a9-w Z��-,� 4. w Z W w ,Zw w w w ww w w w ww w�� w w w w 4. w w w w w wo 4, 4. w �O w li w Ww w w -dw . w W W w w W w V ww w w w w w W W W w W w w w W W w _W w w W w -- w W w W w w w w w w w .L w v w .- w .. w .i' W W w w w W W •' Jr W W w w w w w w CO.w • 4, w w w Jr w W w w w w 4. Jr 4, w W w 4, 4, w w - 4. 4. w "i 4.• 4. 4, 1' w w w w w w w W w W w Jw -'- -'- � 3W W w W W .4, w w w- w w w W w w w 4, l ,Y w W W w W w w W W w w W w w w w w w - w /t4-] 44-' c a w l .. • I SW DURHAM ROAD STRIPING PLAN o 1- SCALE: 1"=20' iY En w 0 20' 10' 0 20' STRIPING GENERAL NOTES t 1 Q alCI 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER COUNTY STANDARD DRAWINGS.ALL PAVEMENT MARKINGS SHALL CONFORM7swiouruM�Ro r A -'1'77 . LL_____ TO THE REQUIRED SPECIFICATIONS INDICATED IN THE LATEST EDITION -_.. _ _- -`•-- N.` _ _ OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) _ - , AND CURRENT COUNTY ROAD STANDARDS. ti "e1 4, � .�" I; :j� �..3 2. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED IN THE FIELD 1 ' - L �I k+f 1 I 1 AND IS CONSIDERED INCIDENTAL WORK.STRIPING SHALL BE GROUND II N OFF AS DIRECTED BY THE ENGINEER. I �� r� .r 4, I ' N 3. EXISTING MARKINGS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS = ` v�, i OTHERWISE DIRECTED BY THE ENGINEER. �`' v �� 1- 4. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST CURRENT /1111::1:*.t.-......'':°:---.I.-1111:-. / l� ��' O ci ),�° ODOT SPECIFICATION FOR BEAD BINDER PAINT.COPIES OF THE $e LLJ a MATERIALS SPECIFICATIONS ARE AVAILABLE FROM:ENGINEER OF a MATERIALS AND RESEARCH, HWY.MATERIALS LABORATORY SALEM �'�p Q° ' 1v a ren*• .`� Z m OR,97310,503-986-3100. o • o ; * W DATE 09!2018 U �� Et C co I •° DRAWN KNY O N I . I'�. W DESIGNED KNY ›. 0 JLL Y m I ' - . I CHECKED MCL D p e p p �_ 0_ a V b Op 6•a a" "p�YBp"pLLJ 2 - - p " - - PROJECT# 121712810 Cif 0 �� SHEET TITLE N 6 J Ct STRIPING PLAN - 92ND N O KEY MAP 0 SHEET NUMBER 07,N 6_ LL co SCALE: 1"=400' 2 0 EY, C7 .20 .. a LAND USE# E oil O %%Ili 0 zId g N CL co . 161111% LU Fa �' ' J I a cv .4 to - • t_ _ ❑ o 1 E: -, EXISTING DRIVEWAY - Z U 14) Q • I MATCH WIDTH & GRADE - -1 -===j_____ g A R/W UNE j Ct co g -T: 6" SEE NOTE 3 3/4" R fi _ CL RI H EDGE . � 1/- •5EE NOTE 4 -�_.._- �� MIN- tt i11lSIDEWALK -+ _._ T4 _. . --.. , ._ 6" 5 --S DRAINAGE BLOCKOUT M, I e Ea' 3" I_Q. SCHEDULE 40 • SEE DWV (ABS OR PVC) _ __ y LANDSCSTRIAPE SEENO-E 2 �r NOTE 3 LA STRIP E �� /1�-0 PIPE W/COUPLING 00, , o O O 16 I a 4D 0 o . a . --, r I 1 " 4 °C a o O --` - - _ T A - : - n 0 D 0 0 a . ' 30" MAX s f • 0 0 0 " .4 10' MIN C _ _ PLAN ` ••• kis- g" -NW- (f) 3/4" PROJECTED TOP COMPACTED SUBGRADE --e• 1 .1 OF CURB -AM MAX 4 NOTES: = • .� ' -- 1. EXPANSION JOINTS. = Z •STREET __ .+ ` 111 .11- ,4� A. TO BE PROVIDED: O W Err-r�Y ,;, . 41 •. ��"�'�"�:I- - 1) AT EACH POINT OF TANGENCY OF THE CURB. - • ho a7 . •~ •': C I I ' 2) A- EACH COLD JOINT. p SCO " '_� �w' +:\:5 ;�,7f, , SEE NOTE NO. 4 . 3) A- EACH 51DE OF INLET STRUCTURES. -• 0.0„(-3g 0 ,1 1Iml11 I-!I-I II • --T 4) A' EACH END OF DRIVEWAYS. - - 5) A- LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2. OF AGGREGATE ._.-4..-._ . _ _ N SECTION A-A (3/4"-0") COMPACTED - - 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL -- Z - WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS N b v, SECTION OF CONCRETE. ` L.E. NOTES. i 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART W C o 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. ' ' WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. CD 0_ J / 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. _ - O O 2. CURB JOINT SHALL BE TROWELED WITH A MIN 12" RADIUS ALONG BACK OF CURB. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1 2" PREMOLDED ASPWALT IMPREGNATED 5. DRAINAGE ACCESS THROJGH NEW CURES SHALL BE PLACED A MIN. OF 2 FEET 2 0 / AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NCTE 5 STD DETAIL NO. 126 MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. J 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL O r , 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. DE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL V (FOR COMMERCIAL DIRVEWAYS ONLY) O F. (f) crr7r or TIGARD "A1O o "' NO SCALE CITY OE TIGARD "R"O •T1 NO SCALE OREGON LORI FAFUI. P.E. OREGON YIC1iAEl A WOK, P.E. 7 TuvGnvT�IRTNr3� ., COMMERCIAL t7wc_ No. ..,.. BT94Bla9 STANDARD ct'wc. Na L I `--.Ft LJC rroR. AErbLVD.CTrr rrr ARA. CET BIIDIRRI T�a1 Sm.HALL BLVD. ■ rcf ndic w'UBM!nTsrAatl�cr TIG.ARD,ORMCCN 97229 FEBRUARY 2016 DRIVEWAY 143 .....HAS L UM CURB 125 TIGARD wTaC: .(�rasnn MAW VOICE.P 9-1171 na JANUARY 2013 FAIL•(tlfa)X47787 M}I904M.DATE FAIL 1114-•1!7 ArMAiML DATE V -• = Q Z STOP SIGN LOCATION r Il U. < 0 CONSTRUCT 1/2" TO (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK D C� 3/4" RADIUS LIP PERMANENT SIGN INSTALLATION) STRIPING CURB JOINT i I- 11 SEE STD0 f.: CONSTRUCT DRVEWAY APRON - 1 PC/PT DETAIL N0. 146 ❑ i 0 MIN. 3" SAWCUT AND / _ • ._ 5 MIN. SEE NOTE 5 ROW VERTICAL BREAK a` -- /. .. (5' .- . . a _- SIDEWALK1 4 • " ; . --'--- CURBSIDE �r ' •• EXISTING rv� •' GUTTER, a • . • p R " 't 2Si a• :::=�" s i PAVEMENT .d �l �Q�« - 1 rR� �o t, ! r ROAD • J,, f'-��I. EL-11-I!'- 1-11. 11=11 - Q SECTION � �= � _ I�� NS �• ... • =€I-Ti=1 =ihil ,� n n fah 1. .gsvi �ri►._4 F,_ ! s ':....,::... :\. 2" OF 3/4"-0" COMPACTED AGGREGATE �y F �- ' - 2' OF 3/4"-0" BASEROCK -- �- f_ CURB AND GUTTER 1RUNCAIED DOME 4=-1 COMPACTED SUBGRADE _ SEE NOTE 4 DETAIL , \ f 1 1 >- �� `� �= SIDEWALK ADJACENT TO CURB 1 - --- - - - - CONSTRUCT 1/2" TO \ / ��P��`� lik . .. SAWCUT MIN 2' 3/4" RADIUS LIP ) O O O �v - EXPANSION FROM FACE OF CURB ) © © © o _, O��rK4=' JOINT (TYP) PLANTER ..-..g5' MIN. ROW CONSTRUCT DRIVEWAY APRON ;= a Q-P Y ct H STRIP _ - O ® © it a a ter~2% 6" DAIS J s,S - - / �/ ,� ' �.� -t ROAD _"ll�Il ll. '"' �=.11.=11.#11.-` � I 'F `' EXISTING �-4 Y�� 1. I 9. l' * 1 t' " - �Yi i�=dL PAVEMENT ! r , SECTION ,� * �. `_,J -� ^°� RAMP TEXTURE 2" OF 3/4"-0" z -�..0: BASEROCK o Eas m�i° ! PATTERN DETAIL PLAN VIEW COMPACTED SUBGRADE I • •'fps ,Ci42" OF 3/4"-0" COMPACTED AGGREGATE SIDEWALK AWAY FROM CURB eLcn • 1q� m STANDARD CURB __ _ Lu U - 4' 4' I Fi" - 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 2y-..-- - FLUSH 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. NOTES: illi 1 ... . --,--�--_. 12: 1�� ¢ 1�I� - S . .-- 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT o 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE _ __. �I IC - _ f- I �� !„-,�}1r`� t. �, IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND TO CURB FACE AS POSSIBLE. -----.--_._ I ,� 4 •_ • • PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS. WHEELCHAIR RAMPS AND AT Al-" P.C CONCRETE I '30P� �o a°o Q ° SPACING NOT TO EXCEED 45 FEET. 4* 2. COMPLETDIRECTED BYDRB THEAND ENGINEER.R SHALL NOT BE REMOVED UNLESS I -i 1i.- roe 0°0°c90, p°a o " o p p,p scores pa 4. FOR SIDEWALK ADJACENT TO TEE CURB AND POURED AT THE SAME TIME AS -HE CURB, 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET 2" 3/4"-D" AGG. BASEROCK THE JOINT BETWEEN THEM SHAL_ BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. AND PAVEMENT VEME T FROM THE FACE OF CURB SHALL BE REMOVED SECTION A-101 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED NOTES: OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY_ OTHERWISE SIDEWALK SHALL HAVE 4, WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.1. IN 28 DAYS. A MINIMUM THICKNESS OF 4 INCHES. PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER - M GUTTER CONSTRUCTED- EDGED ON 4 SICES. •-•I SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED 7 (I" 3. EXPANSION JOIN-S SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EOJAL. OVER PIPE. Z 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. 4, SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. -- 0 1- 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 7. CONCRETE SHALE HAVE. A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 6. SEE 5T1) DETAIL NO. 146 TD Cris AV'IGARD APPi04ED sr. NO SCALE CITY'CIFTIC',MLD A'PROvED St NO SCALE CEYorTIGARD A1nBo1[1 Bre NO SCM.E W CL 4.-R!_G0N MICHAEL A. STONE, P.F. cai.r_,rsN MICHAEL A. STONE, P.E. OREGON IMAM A. STS, P.E u_�1GIN15FiR1NG fll9rtiPN CURB KNOCKOUT Dwc No. t �»,,�,�� ¢N WHEELCHAIR RAMP owc. NQ. CONCRETE Dwc Iro 0 U PL`BLIC WORKS DEPARTMENT an ENGINEER CITY ENGINEER J PCBLfC WORKS DEPARTMENT I ICfID]C wow 111lA1LT'iE�T.T = 13125 S.W.HALL BUM. 'LTM S.W.TTALL.BLVD. Inas S.W.HALL ALVA 0:1TICA$U.DRECElN9?22} JANUARY 2013 FOR DRIVEWAYS 145 �,�, .�, JANJART 2013 STANDARD CORNER 128 r,GAm4>�1,�,�, r �,ARr 2a1a SIDEWALC 120 Z n_ TIGARD void':Nix)E•A-1171 TIGAMD voa•.u:(5113)..,.un voRT�5�149NY7s W DATE 6!1912018 c2) ' FAS: (§03)644-7241 APPROVAL DATE FAX 15&16%4 h-7K7 APPBG' .CATE ---- Ru:(BBS)9114-'2117YAWOL7 ML DATE in U LX o DRAWN KNY >- v W DESIGNED I KNY Y i� CHECKED I MCL o W PROJECT# 121712810 co UI N - SHEET TITLE 9 U STREET DETAILS g -6- HEET NUMBER U LL 0E7 ■ 30 7 [!) 7 O a- LAND USE# E os 8 d iiq 71 c Cr) gIY LOCATE FRAME AND COVER IIIMI O t OVER LEDGE OF AT LEAST 12" IN WIDTH 04 d . .4 •i� O'ki 0 . -, liii 8" MIN. BETWEEN Q_ 0) �.-/ KNOCKOUTS o n] A`/`/ cit oL A I � �Y,-soilla LULL (- e P o d z ; � • g c MAXIMUM 2T FROM TOP OF • _a A 4 STANDARD FRAME AND COVER OR FIRST STEP TO TOP OF WATERTIGHT FRAME AND COVER. CASTING $TU.DRAWING NO.114 SAIST NOTES: ORNO.120 1" FLAT FACE LETTERING ii - All PRE-CAST MANHOLE SECTIONS SHALL _ RECESSED FLUSH) •. �= CONFORM TO THE REQUIREMENTS OF ASTM - ; --IE- co41 ce SET FRAME IN NON-SHRINK GROUT .� C-478 AND APPLICABLE PROV190NS OF .. t--_ _ 0 a j 1 11 r 11 t STANDARD DRAWLING NO. 010. - - co h- • Wq -. 1 . NOTES: 41P i i T i GRADE RINGS RG,4',OR 6')MAXIMUM 12"SET .1 `, ` ® I� •� o IV NONSHRINK GROUT ��•�+ ♦ �' 1 1 1� 1 1. ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO THE ,,'• 4 ' 0 4. 4 •x'+44. f fi) i Q - - - 'r US' ` �� 5" MINIMUM- �' REQUIREMENTS OF ASTM C-478. ,.+It :='" +`i • - • 2. ALL POURED PI PLACE CONCRETE SHALL HAVE A 28 DAY +$ .- s4.4“: ENCAPSJI ATED ~ } �� • 4 w.4- 4 , 0 I 0 - RUBBER CASKET ♦ . Vt.- - - STRENGTH OF 3000 P.S.I.AND SLUMP OF 2'TO 4". n 0 a r r 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS ° STANDARD ECCENTRIC 36" 1 1/2' PICKHOLE I.,�4.0 r! , O 444 M , ® • A!M1 A10 0 ... y ....-i ; - - ..- SUCH AS KENT-SEAL N0.2,RAM-NECK,OR AN APPROVED n GONE $ifA$ �� +•A 4, `, C1�61 o - - NON-SHRINKING CJ�Ol1T •+ - 4 EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-500210. o _.. .. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. .� /I •'4A ~ ♦'A',�,►` * •vNM� ® wro�r++� _ • ..,; - 5. PIPE CONNECTIONS OF 24'OR GREATER SHALL REQUIRE A n ♦;•+�,�+r r'�,�•' ♦ O 0 PYC I _J MANHOLE AND CHANNEL DETAIL- t, A 4 4 • ` =L PIPE I f • CONSTRUCT 6_ PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE ° .4‘.4.4 •�;• (1 B) 3/4" - ! ; ': �• w1+ANNl1 AND MIN _- _ - • REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO.100 HOLES AS SHOWN ......---..• • �• 12" SHELF IN FIELD ___1- ____. - - - 1"/FT SLOPE `VJ 7. PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) U MANHOLE SECTION SANDED BELL _ MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED �- (VARIABLE 1'-4`) • ON THE INSIDE FACE OFTHEMANHOLE. COVER TOP COVER BACK FITTING ,� . :'' ' •': " -f = 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2'MINIMUM AND -- i PIPE ml 4'MAXIMUM CLEAR OF PIPE WALL. z i+ • . j LB. , f -mimm - 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" >`, ,J ! `a ' ;•,'.` • - U) FOR SANITARY CONNECTION AND 48"FOR STORM - '. •'• • 10. WACOTERTIGHTITAA,PERFROOF MANHOLE FRAME AND a J --� s MINIMUM PVC SANDED BELL ;f"- • 4: � + 4 COVER SHALL BE USED IN ALL EASEMENT AND OFF ; _ `.. �.��• • ;•+ ,.'. s STREET AREAS. • UJ - • �_. . =_...i.v - r I L - . . - 1• "1• , . 'i'• @' MIN. Z v :r.:.+ 24 3/4' DLII - a_i:.:::i+?:4:r_i:.=1:i_f:r_:_r_r:::.-. s'•_._.-.-.-._i_ - /ti �. N ,. •i:.•'r:r:r:r:r:.:r.:...:...:...:r,::.'.i.:r•'.:+:�:r-'.::i•:r:+ [�/] a - 48'MIN. KOR-N-RANO .: : . .: . ..: .: .: . :_. : - -_• /e. - - INTERNAL i r_�r:i:„..as:i.:•i'.:.:i:0:i�d;r:i.�...s�.:i:r.'r.'�'r.�'.:'r +/4. - STAINLESS 1' ' ::.:i_::�rr : : ::� . . L., MINIMUM 12'LEDGE(ONE STEEL BA i:� s,i= =' REQUIRED)1'lFT.SLOP , U POUR MANHOLE BASE AND CHANNEL TO 3/4 DEPTH OF (TYP. 2"MIN.FROM TOP OF PIPE TOD / / f SMOOMH FINISH CHANNEL IU <C INE 11 EXISTING MAIN. 9 MANHOLE SECTION /1 3/4 VMTICAL HEIGHT OF SET MANHOLE BARREL SECTION ON BASE THEN CUT U INTERCEPT - 1 PIPE �_ L.L s•:.• r OUT TOP OF EXISTING MAIN. PIPE a 2 7/A" 6" �' - I y 2' MINIMUM OF &' -0" i �I,:� : :.: Z 1 7,f 4 . • s• ,-„---,--.7..-, "a :: �'� COMPACTED BASE ROCK SQ i 1L-3 7 1/2' SQ. CONNECTOR Vis•_ r Et 0 �-- 6 • LLJ 1:t CD SMOOTH FINISH CHANNEL TO . . c� 8'MiNN1,UM CONCRETE 2s 1/2 Dill =� ' .- -... 0 0_ J 314 VERTICAL HEIGHT OF PIPE SECTION VIEW 0 0 - 12 MINIMUM OF 34-D COMPACTED ---7-1' • . 7r MINIMUM - KOR-N-SEAL BOOT �j BASE MATERIAL L - O SEE DETAIL #110 FOR MAN-TOLE FRAME SPECIFICATIONS. J I 0 0 STANDARD MANHOLE OVER EXISTING PIPE DETAIL STORM WATER MANHOLE LID MANHOLE CONNECTIONS 0 I-SCALE: NOT TO SCALE CleanWaler Sernces CleanV�Tater Services I J Z DRAWING NO. 120 REVISED 12-06 DRAWING NO. 030 REVISED 12-1fi (5)U) (,) <I(s required in _ J Off typical sections C0 U. Q 0 of construction Street Street p a� A -: I F plans A FACE OF CURB ►t LLI ., Area 1 w/ Q:1 FATTER ,/4- PER FT. - § i. % ❑ Q O f T CUt $B� (T�) SLOPE STEPSHOLE •. GUTTER PATK (,2' WlOTH TYP) - I 1 `A $7p ORA SW NG NO. 1GD Q Surfacing note 1) I, � Irr� _ Topsoil or as 48' MINIMUM , -� 'N) Q directed Base Material C )_ frAcK ULL LOATE.0 O _� i1/+• _C(....__ ) OF CURB AT BASEGOF GHREGAT G YP -� s-24"-✓r. V. �- +• 1-,/@" •� c f- 1 :r �'• _ V �/ 1 U O I r- .. • --i �..F.r+ v f.,ti� ;� 18� +_ �i +♦ f fi` MINIMl7M ti i TO - Q 0 . ••y • ;• �• • .. wATERTr[�IT SEAL �r - / J MATERIALS: I 1 •• ., .,• + • go O a TJ FACE OF +. "+ SES DETAIL X330 ! i 1: SMOOTH E1NISI-I OIANNEL TD E •- "guTTER +' ♦ •' . rt - - - ' s PIPE 3/4 VERTICAL HEIGHT OF PIPE. m a� > s � 0 f... ' . � -. � � BLASTIC: 1- - - - _ "� LD. N U C �c 35"-•y -■ 1G-3/4" I4UST CONFORM WITH ASTM -- ,a c7z MC I I -3'-0"�rt- 42" ----a-•e-3'-0'-.. ,/7' PRE MOI DED - .r WYNN. rn EXPANSION JONT ! 12- C-478. STEEL REINFORCING - ; s• -t, •It: CC A� (TYP) SECTION A-A r 3ARMINIMUM 1 f2" GRADE60. } dA'° 1-. . . • _ '4': '•P•'M " STRUCT CHAKNEL MID ti-+ G - ` . MIN 12' S1aF 111 FIELD i] - . . . 51CCTING RCQUIRCMCNTS OF - + •.. . 4. ' ; .�,� :�...+' O Y 131 -I ASTM A-615 ENCAPSULATED " '_ Ix OE ' PLAN VIEW @-(TYP' FOR - _ „� WITH INJECTION MOLDED - - ':: ' ::: ; .....:.: :: :,.......:::.. • 0 POURE� IN PLACE -II s-:..-:.::..i:.r..,..:.i,:,.:....i.:.r..;.-.•i.r:.:• '11.1_ •• p) COPOLYMER POLYPROPYLENE _- ..:- -._:_.<:.::.: : .::- :_::.:.::.::::.:..:.: :� PRO.�CTED _r-+ 71,..4,7a.7.•••••••.•. :r i=r:r:+.�: L I o� x" COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. U GUTTER LINE 5'(TYP) FDR PRE CAST WITHOUT 4` MIN. CURB INLET OPENING ' 12' MINIMUM OF 34'-0" I CL O a 1 1DEPRESSION TOP-FACE OF CURB '/f� EN N_ Dco s / BOTTOM FACE OF cusp i 1/2"GRADE 60 REINFORCLIAENT COMPACTED BASE MATERIAL I L a=i�.1 -�., O 1. d.` L D1 - -•7�'sS�v.1s Y .. L _. ..c:�iG-:�'e: .•.:C T - ,I '-.� -.. Z QO �� d Q 3" PRO.IECT;D GUTTER UNE • ' ` _ _ _ :, --- H ill *�. AT BASE OF • MATHOUT DEPRESSIONitik. �• _ • .0 fi Min bedding 6" 6,� SUB-GRADE II • ';" •, + ,: - NOTES:ALLL 5TEPS SHALL CONFORM Tn • i •. '�"�' MINIMUM - U }@IOW outside Of �� MIN MIN { ) I� • � � ' •_• 4' THE REQUIREMENTS OF ASTM i _ w s SMOOTH FINISH CHANNEL pipe bell 3/4' - a . 3cr .ry_/V\ .: +'• • e .4. C-4713. ! »rl.w o P/ VETTnCAL HEIGHT cru sh ed aggregate s WATERTIGHT SEAL \\\\\\\�g :� • . • z. MANHOLE STEPS MUST BE P, - _ SEE DETAIL X030 • •• x' •' I TIGHT AND FIRMLY EMBEDDED. _� I I 1 �� r' : @' MINIMUM OVERLAP. i I.O. Q KPI : f A. f �°� f�� ia` ~ r * • v 3. ALL STEPS WITHIN A MANHOLE 1 •.' ,• 41'ne',•••ra �' • .. • in `r , , , ` ��' , , � '�•" SHALLBE OF THE SAME _ _ _ #...: L=: � !. F F '�+.:z;i STRUCT '›IANNEL AND II. �1 :•moi DESIGN• TYPE, ANp SIZE. '}^� ..:4 , ,�:....=• • MN 12' SHELF IN FIELD 2 Min Trench *,, ♦ _ •:. foundation ��' • :�/��-� + : .+ •. '2- {MIXING OF UNMATCHED STEPS '�' � ��" is :Ir N.00M y.r: -.`. 4t stabilization FRONT VIEW I ,/�' �' : •.•: . I5 NOT PERMITTED). - • _ _ LINE • .•-.."-]"-:'•:"-. -. -?-....!--..--,--."-...:.•-..-. • t. r r ♦ • rr . ••r . _ 4, STEPS ADJUSTED OR ADDED if required •' 11104111 ' I i SHALL BE EPDXIED IN HOLES PERSPECTIVE VIEW SOWING _ . . •• •••,....r , . . .,., .w.r.... ., THAT ARE FREE OF MOISTURE "..f..,-...........:..„:„.; DEPRESSED GUTTER AT CURB INLET r'-.- ' -''..- .„,.�'' ' ,�•;� _; AND DEBRIS. (=FOXY TO MEET - - - -. . . . . . I NOTES: - ASTM C881' - 12'" F CD RASE ROCK N OTE: No1Es 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 1. ALL POURED 114 PLACE CONCRETE SHAL.. HAVE A 219 DAY STRENGTH OF 3000 P.S. 1. ALL MANHOLE SECTIONS SHALL CONFORM To THE REQUIREIRENTS OF AND A SLUMP OF 2' TO 4". ASTU C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, DRAWING NO. 01D. 2, JOINTS TO BE TACK AND SANDED. 2.INSTALL STRUCTURE ON MINIMUM OF e" OF i;" TO 0" COMPACTED BASE MATERIAL. '.J� FOR C.) 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3.NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CO.). 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH Z ea OF 3000 PSI AND A SLUMP OF 2' TO 4.. ea 0 63 INLETCATCH BASIN CG- 30 CTIXOPT:GARD NO SCALEMANHOLE STEP l�1 t x, `` MANHOLE BASE w oeEGoN IdICNAEL A- STONE. P.E. • CleanWat>er Services Clean'V�later Services TRENCH CleanWater Services (� J U .JC ..• CUT � DM M0. DRAWING NO. 3v0 REVISED 12-15 []RAWING N0. 1D0 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 co BIN allt TIGA�Qi/G01f97223 JANUARY 2013 BACKALL IMAMFILL 180Z o TIGAED g > 1 DAR UJ DATE 16/19(2018 U on DRAWN I KNY c co >- - UJ DESIGNED I KNY T m Li_ CHECKED I MCL D m o PROJECT# 121712810 cL Cr N � I (Ni .y SHEET TITLE U r',/ c'.4 LiI..L STORM DETAILS I i•-',4)- E5 SHEET NUMBER H LL0 7 .40 LAND USE# ■ E a, 8 tili CV c ch g ce I] soiC C] Z S N Ce 1 O rn milli 0- ITIT U i "%II a W I1 111111 OVERFLOW STRUCTURE INLET STRUCTURE ❑ <• g E STORMWATER FACILITY BLENDED SOIL BEEHIVE GRATE + Z U FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: "MIN DIAMETER DUCTILE 20" X 24' MIN DVCTILE (SEE DETAIL BELOW) • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT 15 -: 1.PVC HUB SHALL CONFORM TO /LST1M 3034, SDR 35 DRIVE INTO CENTER OF MANHOLE FRAME 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR WIRE ROPE RUBBERRU86ER SLEEVE AFTER SLEEVE 15 PLACED V HOLE. 2 • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: GRATE, OR APPROVED APPROVED EQUAL (SEE NOTE 5) , DETAIL BELOW) t PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE EQUAL ....0,7.7-11 ...... (SEE - _ [Y CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASH TO T11/127, ASTM D422/D1140, OR ASTM D6913. SPECIFY RIM ELEVATION 'f/ EPDXY MANHOLE FRAME F -. Q N --1 THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, TOP OF DRAIN I ��1+•�11 �� f TO STANDARD REINFORCED ter1 a BASIN ABOVE ?q TOP OF STORMWATER CONCRETE PIPE, CLASS III "" .----,R......_ #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. \ i GRADE FOR M�,y FACILITY TOPSOIL SIEVE SIZE PERCENT PASSING PONDING, PER ® ifl• - 1 INCH 100- DESIGN . ',At".\ ��`r�. .,��` #4 REBAR U-BOLT��/r/ \ ` ''''''--R..„., �.�� .�� (SEE NOTE 1) • E x••eti Z.STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE # 4 75 100 1041 ��` `� M \r1 1B -s s i .r PVC NUB. STAINLESS STEEL BAND SHALL BE 300 ARIES, Ie" BAND 'MOTH, # 10 40-100 {, may A..,yO i CADMIUM PLATED CARBON SMEL. AND ATTACHED MATH W..X HEAD SLOTTED t. # 40 15-50 m _ ° t 4. _ SCREW. - • # 100 5-25 v y y t.° * ♦ r- ‘" # 200 5-15 y A/ I St . r { ▪ THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES y I gym{^ y c- ��T f PERFORATED DRAIN PIPE - •• • IT SHALL BE WELL MIXED AND HOMOGENOUS. , _1Y • �"'�'= 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT MOLDS IT In • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. :y y m b y ::-. �/ a I.----- PUCE. • IT SHALL HAVE NO VISIBLE FREE WATER. m 4v y y ��• CONNECT TO MANHOLE a SLOPE TO DRAIN rl y •v 3 - y .. • ply r ,ti'w OR INLET i - - • COMPOST y y I y y '1.1;01":: a e y ' THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING .I m y 4 GPS t� y "'IOW _ r COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCAL .. 4 y � y 1 PROVIDERS. y o m -4' a ' 3,000 PSI , 'l • „ 4, y f,ACOMMERCIAL GRADE THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED -V �I -v y 1.44..- . � 5-1/8" CONCRETE _ MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL O - j0E '' f, . y a •- `rte • "-f� 3 4w COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE p* GC �. .aRy�FL3p y y - i`� 1--- ��11111 / I. CO GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED- IT SHALL • • ��0 f 0,6 �T!pq�D m y m m I I MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET G IFoat..0,,„6 .v / „ m y y y y y 1-tl$-��4-E 1 �• • PROVIDED BY THE VENDOR. w „ i .v 4, .. 3 -� � - • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. , Ti AMINO! ` y y m " w y 4 y y a y ~ -• THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. y y y m y a. -2D 3�E1" _ Jr,�f�/��r _'` 2 - - • BEEHIVE GRATE _ Z • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY Y y -19 1/4' WEIGHT. • v yi tli !r>iis w • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). w -V y y -V 4" 17 3�4„� _•• . ,f%/;(M,-;.:?%0:4.-t-.40 • -• . - • 1 it"riy`,�/;.;.:W H • . . . SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. y 4 4" DIAMETER CUT �_-1 i1 3 4" rf , -- - • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. y -' OUTS. MIN 3 PER / /i/fir�i%:/,li I C� • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. STRUCTURE. __II SL G 18" MIN DIAMETER DRAIN--- SPLASH ROCK • CARSON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. BASIN, NYLOPLAST OR 18" MIN DIAMETER DRAIN- AROUND �_ I✓19 1/4"� � .- - • TRACE METALS TEST RESULT - "PASS." BASIN, NYLOPLAST OR CONSTRUCTION MIN SUMP REQUIRED. _ APPROVED EQUAL STRUCTURE » '�_ N > NON BUMPED APPROVED EQUAL. 18" 27 3/4 --' la' - STORMWATER FACILITY BLENDED SOIL: • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, 18"x4" REVERSIBLE MANHOLE FRAME - z INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE_ i,' - .. . q. 4 ;. • .-•. ' 7N.".",.. - - (I ° (1) • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE '� ' ' ' WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS ,: I' = REPRESENTATIVE. • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH • - ❑ LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY NOTES COMPACT THE MATERIAL NSTAL NOTES. O • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS0 2 POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND 1, ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORE©. • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. rte• O MEASURES ARE FUNCTIONAL. NOTES 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X 4") IN HOLES. AS 2 • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR 3. GRATE TO BE CAST IRON, ASTM A48 CL30. •-- 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WIT-I AN INSIDE EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO 1 PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIDNS. DIAMETER (I.D.) OF 10 LNCI-ES QR SMALLER, ...J ..›... F.1 KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. - MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. 3.5EWER MAIM SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. BLENDED SOIL LIDAOVERFLOW/INLET LIDA BEEHIVE INLET LIDA 0 I- (/) SPECIFICATION FOR STRUCTURE I NSERTA-- TEE = Z VEGETATED LIDA FACILITIES HANDBOOK CleanWate'r Services HANDBOOK CleanWater Services HANDBOOK CleanWater Services CleanWa ter Services -� DRAWING NO. 798 06-16 DRAWING NO. 407 06-16 DRAWING NO. 405 05-16 REVISED 1 _06, )RAWING NO. 530 CO• J = < -Jz I �` w.< 8 A� B� ANHOLE LID AS APPROVED 0 1 n/ VARIES LL i 1$" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE 4 w 4 w w * 4 A = 6• ❑ ❑ NOTCH, 4" TYP. O OVERFLOW PER DETAIL NO. 405/407 a w 4 4 * 4 4 w w w' ° 'Nr 'Nr g • v w w 4- w w .v w • - _ e a / ' tww� •.i o ''"'"I6 1- --I k CO'' �, 7 w w w 4114/49 4 w w w w 4 \,f�.r\ ,Z t l t ,ti 'q Y 4 GUTTER fii Y f•-��°4 w w w W W w w '�{1,�1'- ��. w a. ... w w y le ' , a 12' DISSIPATION PAD7� w L J 4 4 4 w w 4 w w 4 ... w w w w 4-1/2" - 2-1/2" w w w w w w w w CO A Uj. Ate, .g�.} {4-1/2" - 2-1/2" Ls.' •- . A n I I FACE OF CURB / •, 20" D , SPLASH ROCK. 6" w w � r „__..,,,SP, LASH ROCK) ` U° ° 4 w -MINIMUM 4' OF 8" 4 w 4. MIN. AROUND W\ a �� t✓ 'n 2`� ♦ 1. a e 4 °q N I I r BACK OF CURB '�' 6" III ��4 PERFORATED DRAIN PIPE ° 4 �-a 4 4 4 4 STRUCTURE. TYP. w I r� t dd _ o I \ D_,________ ! �I 18" \-i■ O 24'•Q �� w y w w w 4 4 ,,, w ,v w 4 a• 4 w w .. - • - a_ 4 . I .�- a ° ° I 1 II ` _ �1 TT \` • ,iu. O ° ii w w w w w Jr w 4 . _ 4" DIAMETER CUT //" 4" DIAMETER CUT 4 /r v v w w w W 1 14 a a o CURB INLET _ �` �ii� i w OUTS. MINIMUM 3 w 4 -~~• w w OUTS. MINIMUM 3 w w .�C ., . 4.' a Q .v 4, 4 w w w 4. " e / u• CO CUT OUTS PER INLET /" 4 CUT OUTS PER INLET V• 4 4 W 4 w 4 4 w OPENING 30" FACE OF ONTRACTION a 4 141114................ �` }4 STRUCTURE TYP. 4 ��r. •-/ 4 4 w STRUCTURE TYP. 4 w :'f• 4 .L w 4 w w w y w a I I - - 42" _ ! _ `� / 30"' STREET _ 24" - O r • 4 d a `" �4 ° $ • ° f'-3' O" �'T�3-D"� ��PARNSiONJOINT j RELIEF „> ° - - . . .1 ° 'a° a" -'FLoW MODIFIED CG-3O..4 . • A +-� LE ( ) /a . a" WZ , ,:k d. •. e DETAIL 403 - °4. B� / - D o - TRAPPED CATCH BASIN, - " - SEE �� A L ° FLOW LAP SPLICE #3 REBAR. BOTTOM FACE OF GUTTER / _ DEPRESSED GUTTER 2" a U. NYLOPLAST OR APPROVED CHECK DAM, AS MINIMUM 12" OVERLAP 1i j AT OPENING EQUAL. 18" MIN. NECESSARY. (SEE NOTE 3) Ll A-1 SEE DETAIL 407 SEE NOTE 2 6" MIN PLAN VIEW ii j . 4" EXPOSED MIN. SPLASH PAD 18" j ./ REQUIRED METALONLH GHET STRAFFIC SEMBLY - 30" MIN 6" ' "`e TREATMENT AREA SIDEWALK DRAINAGE ° I I FACE OF j Ql TRAPPED CATCH BASIN, STREETS NOTCH I --s 3„ MIN �+ - i CURB NYLOPLAST OR APPROVED 2 MIN ° �,...-/".."1 •• -- _M_ " Ill w� !em j EQUAL. 18" MIN. SEE 18" MAX ew� o VARIES ` . 8 • = °. PAVING .:� j ;^� DETAIL 407 ISOMETRIC CURB CUT-OUT ��I 33" �6 !a 4" MIN POND DEPTH WITH 2' COMPOST MULCH ° d 4 ° \/\/\/ Ei I l_� I, . 1/4" PER FT. SLOPE1-411116. �*, j�\T Z III=Eli=1 I I=I I Ell EI I '.. / / . e \\\/\� 11E1111117=- =�y, �' 1 N.T.S. a \\/ 18" MIN. GROWING MEDIUM \/i\� •. >. Z OUTLET TO -+ 1 • r_ .- -111-1-111E- " .. - „ ��.... .... ..'.......�.. ' •-<.. , • - 4 _,. ,r / �I - ._- - /� Rp 6"`/ --_11=1 I =11E1 I I I I I\\ \\i'\\i\\ 3 DEEP 3 4 1 4 CLEAN CRUSHED ° /�\� 3" MIN ! li I-I{E I �IGRIQNAN6 �' SWALE/PLANTER AND 36" deo�I �� Kalov.�f* PLAN C U T�f 3 CUT-OUT Q -.,.! /\\// �' i ....7-.w.7.•.;_,...-.,.-:.,._.1/72.4., � { / / ) .? I; /`�/ =III=I l I�I - r=�l IM DIUM 4ti 1.. ENERGY ""›,.\-. � DRAIN ROCK1' DISSIPATOR SPLASH PAD ` \ / U .\-./ 2* ��• \//\\//\\� 15" DEEP 1-1 2' - 3 4" CLEAN CRUSHED ''''',%\./ /'-/%.\./ //� .- \ //\%\/��,, y-..s..Y. EII-I I I a M / 30" /, N. N.T-S. R_3 4" cn \�/,//\ ` �= ,//\�//�/ DRAIN ROCK / / ) /\// \\ \\/\ \/6 MINIMALLY MALLY - : ! I I-III-_ W \/�\ Tj/ %2` mil • .•,1IE1II11� A 11/2" " o �• �l R„ . ,- \ \ \/\/\/ a �� GUTTER (G} /\//.\.,!,V .7/ .�\.\n / /:l i\` •NR„ .4,- , a 4 \//\\//\/DISTURBED it .r I 4--4,-.,i- OKER 36" t PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 �/ \ • \/\� NATIVE SOIL SHELF •ifrIP^• _ , OURSE [2 SECTION A-A ATTACHED LINER, SEE NOTE 6. \\ \\\ \ \\\ •'�J 0 \\ - • : •�• /��//„., �/< \�/�/ s" MIN I' DRAIN PERSPECTIVE VIEW F- ' SECTION A A STREET • . y NOTES �/%////%�//% y .. 14;___ ''° w R0 1 e "' I Q i. ,' ':„ •;\,/,,,,, . 4" DIAMETER WEEP •� �• .-• NON-SNOUT SHOWING DEPRESSED L'' 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED \��\j j\�j� • \ \jam HOLES 8" ON vs vs GUTTER AT CURB INLET st i FACILITY AREAS PRIOR T0, DURING, AND AFTER CONSTRUCTION. f\''' •�yam\//\j /\\/ \\/� \r/\\ ,/� CENTER SPACING. TAPERED RELIEF TC=G-2 It 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW //\// \\\'/\\�/\\..,\N �/\��\\.\r\f.//\/ SEE NOTE 1 AT CURB FACE \-i TRAPPED CATCH BASIN, TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 3' MIN TREATMENT AREA'' ' 30 MIL LINER SECTION B-B 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED NYLOPLAST OR APPROVED ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. SECTION A-A EQUAL. 18" MIN. SEE 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. DETAIL 407 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES NOTES SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE NOTES: NOTES: ROAD AUTHORITY OR AGENCY. SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE HOT-DIPPED 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" GALVANIZED AFTER FABRICATION. 2. CURB PROFILE PER LOCAL JURISDICTION. v JURISDICTION IN WRITING. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF i" TO O" COMPACTED BASE MATERIAL. 3. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. (.-7 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 3. INSTALL ENERGY DISSIPATER/SPLASH PAD AT OUTFALL OF STRUCTURE. 7 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. L I03 - 0 Cvii STREET SIDE LIDA CONCRETE CHECK DAM LIDA MODIFIED CG-30 INLET LIDA MODIFIED CURB CUT OUT w m PLANTER WITHOUT LIDA STREET PARKING HANDBOOK CleanWater Services HANDBOOK CleanWa er Services WITH SUMP HANDBOOK CleanWater Services SCALE: NOT TO SCALE V a DRAWING NO. 795.1 REVISED 04-16 DRAWING NO. 406 04--16 DRAWING NO. 403 REVISED 05-16 Z cm W p DATE I 6/1912018 . _ , I..L DRAWN I KNY c co w DESIGNED I KNY Y m �� CHECKED MCL I.J.J m. a Lii PROJECT# 121712810a. Et VI v N _5 SHEET TITLE o U CV 0 Q STORM DETAILS II S ao o O SHEET NUMBER N C CO CAILL E C 7 .4 1 .,. co °? LAND USE# a it. ■ E m 8 a rcii -5 N6 cc*Li o1 0 zg kil :,N, 0 os o . I_ rn LIT LI- ' CITY WATER DEPT STANDARDS PLUMBING CODE I 8 Q OUTSIDE OF WITHIN - ' `- -— -� _ : • ‘111/ PAVEMENT PAVEMENT Y z. - I PI-"""- - - 'THRUST BLOCK CITY APPROVED - `" E - BACKFLOW DEVICE /—FLANGE COUPLING RETAINER GLAND ADAPTOR 18 CAST IRON 910 BOX . ,. s f i , ._ rfiv i - 41 . j If2 c) g l io. �' J 12 MIN 4 lel i� (�}[ 1E� '` �' I P�� I.•, I if I;.- '� ap F• �'1 Q billIzi C7 Y y I+ !TY — 1r 'i - CD PROVIDE 24" BY . =' •. _.•. �tl�1 'l�1 wi 1 p 4' THICK CONCRETE •:_.f..-::,:e;� ;'. :V. MEGA FLG 4 5, a s # If B PAD (SEF NOTE 4) OR EQUAL I�' HAND TAMP BACKFILL 6" . • � r �nAROUND TOP SECTION 6" MIN. MI CONTRACTOR TO SEAL ALLx 0 11'1141O '4 a X o LNii i ~r I] `12 WAX. CSHA APPROVED LADDER I 24 MIN OPENINGS IN VAULT WITH I I 1-A WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR § g3i x g o a 1 Om - EXTENSION BY LTILIIl' 7" �� TO BACKflLLING x x ^a z .. 4 B VAULT lr�'v'� � ItIE $�aL tgmz B' ASTM 3034 PVC t g_g PLAN r W F N N N N O CV S 3" MIN. 5" MAX. N n +In m I. 0 0 0 _ I-gxE" -% OPERATING NUT EXTENSION • _ 1 _� (SEE DETAIL NO. 505) GROUND LINE DRAIN TO CURB OR1 • _�_ DAYUCHT W O © r aRin ik IR H II Pi .. 3" MIN CLEARANCE P P i5` 4 r - T ON OPENED i/l51 ,] L OS&Y VALVE • i 1 MEGA FLG OR EQUAL r I ow ? . — __ RETAINER GLAND41 �.l -INLINE CHECK VALVEir IP `11616 7 < CONTRACTOR TO INSTALL ��'C� • 1r• �+�� i RODENT Q \ " Pim. 0y CONCRETE BALLAST 3 CU. YD. 74.1.ASIX--10 .— ,SCREEN •- Z "' p H •�•``��!` •�•�.�. MIN. WHERE FLOODING OR I STANDON -� © r J Mal Q U NOTES: \-/\/•/se- HIGH GROUNDWATER EXIST (TYP.) — -DRAIN TO DAYLIGHT OR cO 0- NMI Q. < w INSTALL SUMP PUMP /� W C�// 1) VALVE BOX NOT TO REST '� N LL ON OPERATING ASSEMBLY. ELEVATION CONTACT CITY FOR 4111 r�, / W __ 1- 2} OPERATOR EXTENSIONT PUMP SPECIFICATIONS _ _ r ��,II-1.,/ z O rn REQUIRED WHEN VALVE NUT W - = W . : �, I � - i v J _- LL IS DEEPER THAN 3 FEET 24* -• -FROM FINISHED FINISHED GRApE. ® _ = DOUBLE CHECK VALVE ASSEMBLY xi. 12" MIN I �~ UJ Q 0 ulIUTY VAULT erica DOOR 24" MAX 3 CENTER VALVE BOX ON — O — , ,•: 0 0. ..J --e !1_!_i_-,_:-11, IIK SIZE °I: 'EQUAL °R •'Eau" FLOOR TO BOTTOM F'" 8(i:zi AXIS OF OPER. NUT. 3 66D-WA J-5Ae_ OR DEVICE HNa ` I I 15 O O 4) PROVIDE 24" SQUARE BY 4" THICK 4 577-WA ,H 5M. CONCRETE PAC AROUND VALVE 24' 6 67§-1/A ,�-5AL L!} - o _ 0 8 687-WA 3AL ZS BOX OUTSIDE OF PAVED AREAS 10 5106-LA c AS SHOWN IN CONCRETE PAD DETAIL CO N C RET E PAD . WY APPROVED EQUAL 1g J > U QTY Or TIGARD "10'°/or: NO SCMX CTIT OF UGA D .- NO SCALE QTY O£TIGARD "�""I"" NO SCALE O v, 0IEG0I THEODORE S KYLE, P.E. TYPICAL r oft+ THEODORE S. KYLE. P.E. ORIGON THEODORE S. KYLE. P.E. '�" IcDIvI—oN ,In po/r�„ 1 1 rILAi GATE DWC. M0. p�� DOUBLE CHECK DWG. M0. n'[v{s[c�rr �� I Z olvre�ox 3' asC 4' DWG. Na Er' P1JRUI WOWbz xm rr ■ rvm1cwaeoWA1C IB1+➢T I rustic voilan�Arrocap.TT MA RN.1(elz*AND. VALVE 12123 RAF.WL u w. q]t6�.e.3AIS.BLVD. TIFum,DRAWN97 3 JANUARY 2011 503 T� 9T JANUARY 2011 VALVE ASSEMBLY 532 TIGARD OW)6W6rn VO! (Im)ouzn V-MAMA.( APP-DROWN, JANUARY 2011 523 PAL (IIA).61MRt7 APPROVAL d11[ (916)6$47b1 APPROWL O1x BAB:(1( APP-4171 CO C.) < PAX: BAB:(!O!)6iL'►a} Mak a� rrrrrrr ...--..-..-- i < —J Z Y As required in H 2.0Off typical sections �.,�.� SIDEWALK ADJACENT TO CURB Street of construction -- W o Street plans I U I 18" BREAK FLANGE SIDEWALK 1 R" CAST IRON 910 Area 3" MIN. lil _ �1� T—C�t (see ❑ . . 0 O VALVE sox TOP Surfacing r, (� MIN r fi' MAX. ! '10te 1 1 ``f 1.1.�``� t •:• -- .e - • : - ;- -- . cr - �- �-._ Topsoil or as / Q CO Q r ,`f.,..,`►J,77 , . :j .1:„ �.�,,4Q. .R., ,-, ...7.—„ 1„. 1•-�1•. .•. !- - - -1 -1___ ��!�� •\.�,��`.,.. - ,E� "�"`:;;:o4. -.;- +rt.: directed Base Material (� (� 1/2 4" DRAIN RO ��!`� •- + •• �`4 r :iii ��.��.,♦ ♦ c ! i' ' jai TAR PAPER (MOISTJ'' .,�..;..,. .i�/�/ \ ` ! __ �0 -.-- �# 6" DUCTILE IRON PIPE :j / �� 0 0 ;,,�.;,lei .,�. RESTRAIN ALL JOINTS W/ !! m O fY v .ri moi.+ 1 "FIELD LOK" OR EQUAL GASKETS 1 L -I 'O C ,Q m ��;':SII III �I F:��II: ,al;�l • TO IRRIGATION 01 z N " o A��j'_r'�'.'%! • . tm ~�`1 �� iii f I• 1• ro +' •- 1�Qr��/�1�% Fi" MEGALUC RETAINER �`. �.�� Lail 6 �. E T ;LAND (EBAA IRON) `\, 1t V ai �-+ CONCRETE PIER x BLOCK 6" GATE VALVE TO RESIDENCE —1 _ ' �- 1l 0 v FLG. x M.J. M.J. x 6" FLG. TEE !! az •�' (_ca cu Ln SIDEWALK WITH PLANTER .2.0' PLAN {' o o ° STRIP AT CURB rp _ - - a N_I t cn `� METER BOX r- DOUBLE CHECK N - I— SIDEWAL{ / VALVE ASSEMBLY r O '- a)' Lz r ! �• r0 (3/-71 I O r �`„ MAX. BREAK FLANGE I � � � � �*' . d t r��y a. \, \ Mbedng6M � � �� ,, •...: �' '• . *■-. 1,.• , 12" 18" blfiWEI- ...ins+..a..�......--.4............14,4•,...•• r!itsc tts -.,.__. :..__.. -- i, I. • pipe bell 3/4" — 0" MIN MIN 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" ��I,I.�ruts` . �I�� MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ". IILI• . eiili�r1.-•:.1« 6" crushed aggregate A. OIL RESERVOIR ..• w B. BRONZE ACTUATION NUT 0..41%11 i` l �' 1 :�� C. BRONZE SEAT RING 1" UNION EACH SIDE D. WEATHER SHIELD CAP �easigoi.o: ► Of ,.ij ` NOT TO EXCEED ��6.:. �,��::��cl ;;'�"moi' ..,- E. SAFETY SLEEVE COUPLING a4" DEPTH 2' Min Trench '� � `'\ F. THREADED NOZZLES WITH "0" RINGS CRUSHED ROCK BASE ELEVATION foundation - \ G. NATIONAL STANDARD THREADS stabilization _ 2. SAFETY CHAINS TO BE REMOVED. if required 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED INSTALLATION SHOWN IS ONLY A SUGGESTION. BY DISTRICT FIRE MARSHALL. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. _ b. NO OBSTRUCTIONS WITHIN 3' a" RADIUS OF HYDRANT. NOTE: 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 1. 1` T-CUT FOR PIPE ONLY PROJECTS. >'' 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED COCKS IF BELOW GROUND INSTALLATION. 2. JOINTS TO BE TACK AND SANDED. S BY ENGINEER. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCA-IONS. 3. DISTANCE =ROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. Z 9. INSTALL A STORZ HPHA50-4,%H PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS O 1 - ON THE 4 1/2" PORT. FOR INSTALLATION. o) CITY OI fl All I) •PPaovEh BY: NO SCALEw CITY NO SCALE CITY Of TIGARD NO SCALE 0 r' RovED 8r: a OREGsCN LORI FAHA. P.E. culec��w TIIECO()Ff S. KYLE, P.E. OREGON MICHAEL: A. STONE. PI. U ■ eNGr�veExrxGnrvl9oN FIRE HYDRANT IRRIGATION DOUBLE DWG. NO. DrvnnoN TRENCH oM,Ic. Na PVBuCAbR1C5DEPARtMBNT aTY[11GIEFA DUNG. NO. �VS1glEpitn�Gn�VI4.oN a Y ENGINEER an'WS= Ll � a AJ&i15T 2015 ASSEMBLY 111_ I��Buca�al;tB r►ar+r�rz ■ t #C wens nen uRzs s.w.HALT.BLVD. tttti RAC wal R.rD = TIGARD vores:003)61943 rtcARn.dll cntv4rz23 JANUARY 20H CHECK ASSEMBLY 53177GI►m,OYldGtAN17m JANUARY 2013 BACKFILL 1 $4 !Z PAX, {Im)61472Tr r Prsoru oen 'I7GA$D VOICE:(303)6364 m TI ARD vo6 on)sworn a, PAX:/MO)6144297 APPROVAL CAN PAZ,(W3)OE-W 'MIM°"'L°1w W DATE 16119/2018 2 U �/ �' LL DRAWN I KNY W DESIGNED I KNY Y co CHECKED I MCL a c--5 PROJECT 4121712810 CA UI Cs/ _5 SHEET TITLE c! U t7 • Q WATER DETAILS N _o O SHEET NUMBER LL ,_. 07 .50 (7,1o ai a_ LAND USE E a, 8 o Nc Er Ei4111111 o lilaCCI g Fi o ,N, 2 � 2 • yLL SSTan of break n ': ' ( •Stop bar shall be placed as near as possible to ttts tfltersecti traueled way- +�1 N E r'rK for intersection I Locate stop bar 4'min.to 30'max.in advance of the extended tog Una, (J U edge of pavement et aub Face. Minimum stop fur drstn tee may need Z Q 1 �� io be increased,depending on location of pedestrian ramps(see Detail'Al 77tTTt p W Y9 i - ..... YF3 T___ andror vel icie turn red?(see Detail"B")• Field veTlfy sight distance and truck ( 02 G turning movements �j K0RI \ •4'min.m 'max. 1 _' Ii' .1f shown '10' © t YB Y9 4 1 441 _ 4: OOP ® ■Tv r� Qcv �m ® LP47 ami TW Rom ism elm o e,Lj ~ . Wheel track I T—� of tam ng vehicle 'r\ 1 i� ado not ) W Place stop bar outside of — ; _ `4'Tin.to 30'matt l -— —— Ifs n L Throat of ramp turning vehicle's srrep[pall�l 'from thrc'at ~ . 15' Itr,'"; ~ ^ / — \ lamp edge to stop bar 400IY _ �� v o L 1/chrwiTl••rn CV Q I / © --age o © 411 2 57'min."' •-- R I f, losrsideibeimin allam/ I Swept path Of turning vehicle \ Is e•or mare Detail"A" Detail-H• 1j1(`�}i c ENT rn PAVEMENT MARKINGS FOR TYPICAL INTERSECTION N. /, REST Ur tO PEDESIHIA I RAMPS STOP MB PLACEWENT WITH ST ESPOP Ei: N RAt)II -0 a m M '^ If sh. Ny M t 4I- Il. 4 _ cw VA. If Shawn i _ - STUB SI Pith.' LWrl� —LA/2 / I I t� LCAD_______ -T - L COD Throat of Ramp-�� r(7 C to 1 fi't s in r r y:_ \ \ LTyp-3'lo 5 J ' Iwwwwww '� f 41 spacing SIDE STREET LaneyMtll(LyJi • 2'min. Q (both sides vlramp) Q 41.-- I I ! Iw- _, i + - 7 Q _� ' 0lit 0&', A Curb One [4j �-- .. - Me 411010 Iv 1 , (stripes should be d t on L and f LANE USE ARROW PLACEMEN I FOR TURN LANE TWO-WAY LEFT TURN LANE ARROW PLACEMENT •` _7/6/, LW/2 to avoid sailed tracks} I = Wheel Tracks _- ' v r- Beginning of-4Y-2" DETAIL-A- DETAIL-8" (Tye at full width 40> ; 111M1111•11111 > of right tum larval fi 0 I STANDARD CROSSWALK BARS _x z W= _ O STAGGERED CONTINENTAL LAYOUT A i 1 N I Li- L{;1 lU N (/1 Cit To se accompanied by Standard Deg. 1105.TM500 Thr,TM$03 End of"W-2" n Bs To be accompanied by Standard Dwg.Nos.TM500 thru TM503 w Ct CI (Typ.al start of taper) General Notes- ULC BOOK NO,__NLal BASELINE REPORT DATE ,-,12L L81�D1.1 J 1MYeC1 Iridic nl General Note: cAt.c.eooic NO,- wA RAI ELME REPORT RATE �i.ly 92011 O Ins cr 11 Center pavement marking legends anthin the Lane- 11) ![ruing vehicle T. the Al A ramp is entirely such that the throat of NOTE Ate current and workmanship S eall cd m atcordsnce wnlh _ the ADA ramp is enlirely within crosswalk mPakieQs, NOTE All mistrial and wort +stdrt•Ail be:n accordance with O • 1 S'when Installing elnrrgated arrows. Me current Oregon Standard SxrlhLatlans. T^ or 5'back of extended top I!ne.edge of pavement.or curia face. the current Oregon Standard Speciflranons o 2) Placemen'of lane ust arrows with respect to the The selection and use of this B"wide vhl[e line INV-2) witi ation shown In " When L In greater than 400',instal 3rd lane use OREGON STANDARD DRAWINGS The selection and use le this Detail'A'applies to both left and right turn lint's. arrow at`f,L as shown in PetalI'A'. Standard Drawing. Mile de- S1DE$TRE1=T OREGON STANDARD DRAWINGS C -- O General Note. Standard Drawing, while de- C signed in accordance with ® signed in accordance with INTERSECTION PAVEMENT 31 Center'ONLY-markings between lane use arrows ^" Double arrows to be plated at even Intervals, generally accepted engineer- instarll peke lane stencil f0 tri01d T proponlnrerlwithin block oras shown, TURN ARROW MARKING DETAILS right turning vehicewheei tracks y generally engineer- MARKINGS (CROSSWALK, J Ing principles and practices, fug principles and practices, O ' 1K 1,the sole responsibility ofSTOP BAR & BIKE LANE STENCIL ›P ' v the user and should not beEGEND is the responsibility of } EL"I used*without consulting a MATE Ar naAi. nc+c urrroN Dlreiion d Travel the user and should not 2018 2b18 CrO1_NET,Al_._. tt F I1�E DANE STENCILS INS�TAL�.p,TI N(�F BIM LANE S FNCIL.S used without consulted a nors uenyrnl ocscarrrrrx. —r Pegistered Prooessio.'Tng a FOR BIKE LANE SEPARATED BY RIGHT TURN LANE F011MONU IN-I EASECT�UNS g 0 9 LL-Lane tine dimensions are Registered Professional En- gineer. shown on the stuping plans r9lneer. U —B Effective Date: December 01.2017 -May 31, 2018 TM531 1=3ATndk\Traffic\Stardard Dray/Inas\201/_July_Update\plo-file_TA4200s_500s,dgn rr Default 16/22/2017 1140:27 PLA hwyr20m Effective Date: December 1, 2097 - May 31, 2018 TM530 r^ v J C.) = Q —I z f� Q !0 r_1 1.-- ...� 17 1 I- L..-17 Q F1r ��II2I1�!zJI ze' 15 MOTES: 1 iV' �`Tr�.—E �� CENTER FN --fl• I I I ,6.5�{ i.LOCATE STOP BARS 10 RACK OF THE EKTEMGEtt El2C LINE. T `/ `` R-A..1 OPTIOt1AL-' I TURN LAh$ •�� 6 MP.lis fT MAK. 1f T?- ` T FTC OF PAVEMENT.4R P1112B FADE.VERIFY SIGHT DR-FARCE. 1 ` j � l� OPTIONAL `LL I 2.LOCATE cnoSsWALKS A.3 PER ADA RAANP LDCATIGNO On v 1 L- VARIES----- IS of FULL I I J d.115� 40 8'I MIN 5BACK of EXTENOE,p EDCA_uNE.EDGE OF PAVEMENT.7R o "PIPS Is HINNING A. FVLL WITH L ty curro ante _ Q CD DCoINNIN o or ruu LANE 81:1,11 f A.TURN L..nr -�18" (TVP.) 3. THE FIELD.EL EXISTING NG STRIPING IS TO BE As alacc1ED t 1 �/ Roll /�/ Q R10HT TURN LANE MARKINGS-ELONGATED ARROWS SHALL 3E LEFT TURN LANE MARKINGS-ELOt4GATED ARRCWS SHALL BE 120 rn♦ CROSSWALK-CROSSWALK SHALL BE 120 ars WHITE [VARIES 25 I 35' I IN EMC EXISTIN STRIINm_sr E DETRME0 ■1 .r. IIiTr 12t mil WHITE TF)ENAIOPLASTIC'AVEMEIJT NARKING MATES15L WRITE THERMOPLASTIC PAVEMENT MARKING MATERIAL ZEE ODOT THERMOPLASTIC PAVEMENT NARKING INATERIAl_ BY THE EN01NEER. -- // N 'E!'} SEE DOM RETAIL USE ADDITIONAL ARROW AT THE MID PONT DETAIL, uSF ADORILe1AL ARROW AT THE MID POINT WHEN ME TURN SIF NOTE 0. NARROW RAILROAD CRO5STNCa-LEGEND SHALL BE Ma MITE ____------C' , � �_ I..L N+ITHE TURN LANE IS OVE R 300 FT. LANE IS OVER 300 FT, THERMOPLASTIC SAVGTLikl T MARKING MATTTiiAL SEL.NOTES. a•All THERMOPLASTIC PAVEMENT NARMNG MATERIAL SHALL ----- LL /� /� BE INSTALLED AS PER SECTION 0[1850 OF THE OREGON - . - - //^ r F�'� l C 1 ;F r © (I-1 F MIN"1 PLACED ON TOP zA STANDARD SPECIFICATIONS FOR HWY,CONST'l7UCTI01�. - `.! 1/ 25 �I I�rI sr lJ OF CURB 2'SPACING 5.ALL PAVEMENT MASaee SHALL CONFORM TO THE MOST - I �• CD { CENTER lI i ._40 I -. A -71.24- CURRENT 0000 SPECIFICATION.COPIES OF THE MATEFIALE --(- i"- �1SPFCi1CATIONS ASS AVALASLE F ROM: 13^MM Len I -'"nnilr. TURN LANE O�i `- 6'INN its ■ ■ 4' e'�J BE471N1MG m _ 1 rkENGINEER OF MATERIALS ACID RESEARCH _- 4. J 4-- 1 RAJSf,D YEDIAfk - A • HWY.MATERIALS LABORATORY I vAFiIES� t� �SW FTta1N POOH 1 PAVAAT. a iIaD AIRPORT ROAD S.E. 8- IS Liz Abd ._ i SALEM,OR 97310 } OW THRU AND TURN IMRE MARKINGS..ELONGATED TURMANO THRU 1 "E-T' m 5 $ � 15031 310n CO ARROWS SHALL BC 150 ni WHITE THERMOPLA9-IC PAVEMENT A0• [ �, T 0I-CIRECT1ONAL TYPE I B.THE ENUREEFH MUST 081354 AUTHORIZATION ATION FOR $T.aP BAR-SHALL BE 120 rN WHITE THE RMOPLASIIC PAVEMENT MARKING MATERIAL sae ROOT DUAL.USE AuttiioNAL ARROW I YFI LOW MARKERS(TYP.I '4-A PLACEMENT OF'RAILROAD CROSSING-MARKINGS PRIOR TO WORKING MATERIAL,SEE NOTE I. AT THE MID POINT WHEN THE TURN LANE IS OVER Sao FT. BHE LANE UNES-ONE r w19T t UNE ii ONE 4'MITE LPN VIITH A RAISED LiFhlA¢STRIPE-4'YELLOW Lege WIT1-I1"YEl LOW FLAN APlWpvAL- Aun-HOIIISRTION SHALL BL PUTAINEC c'ROM Cr WhifrE 45`DIAGONAL LPIE Al 4i-INTERVALS. *INFLECTIONAL TYPE I MARKERS, THE COOT RAIL DMSlON 51)0 WASHINGTON COUNTY co no 1 THRtf TRAFFIC SIDE /r\ TRAFFIC SCHOOL S RERINE `?J coIV]1 >`f x li F`�. -I- _- I�LJ) r.FOR SORES ort s.LISE°but OCTAL -DOL'a 0 141Ne,AS NEEDED.IN 120 411WHITE THERMOPLASTIC - ^^yI Ir VARIES Id"TO 28') PAVEMENT AAARKMVG IATFRIAL.VERIFY LOCATIONS 8 4D —r}leo TFAFKIC SIDE B' �' I I ` f N7 SE W \ B' \ S I n[ 17,___ L srem e N97H CaUNtY TT.AFFTC EtiGIMERNG.MIEN Bona t•_ Bim.. 7 SPACE m m a- m A d `\/ .9 •_ ARE t1MED.SPACING is 32 FE-FT. �. 2fT RI 13 -`4• m 'DT t 11_1(I 17 MAX, - Ii1RU TRAFFIC SIDE— B.AL.PAVEMENT MARKINGS SHALL BE THERMtlPLASTIC WITHIN '1 1/. 1 ' f 4'SPACE THE URBAN RROwrr4 BSSJIE7ARY. 4•} Y PACE I THRU TRAFFIC EIDE— 9.FOR DIAGONAL BtM.:M USE"PREMARK INANE RUMBLE IDI N '5.411-1 , 1 '1"-1 1' 2-I Hr BARS'BY Wert TRat wG INC.,OR SOUNAL O_ 3 MEDIAN Nose-TWD r.raLOW LIMeamm ti-LINEGTsem LAMA/NAL MAHKEROw S-4"fELLuni S '1 TWO WAY LEFF TONNA ITnP'C-4 TOLCIW I-BGE3%MTT14-TMLLOW 1i1 LI TION LANE LINE-I3'WHITE Lsing<'Ski-imp YELLOW TYPE I MARKERS.IF TOTAL[MOTH RETWEEN STRIPES IS VOTE RUMBLE BARS WITH SINGLE 125 BIDIRECTIONAL TYPE I MARKERS.USE ELONGATED ARROWS FOR Ya LACNO-DIRECTIONAL TYPE I MARKERS. 266 A BARS-. Y LESS THAN IS"THEN INSTALL,ONLY ONE LINE OF MARIIEAS, BLACK BASE.CENTER BETWEEN LANE LINES A-A LEFT TURN[ARROWS. x --t FPR PaV(9iEPIt A44RIgN0. UJ q Z DENOTES COLOR_ r)nEt LOW OR -I O IVI)WHITE. 2"sPAtw 417 IC 4-SPACE * LASE MARKPIG CIAREP4 CN LOCATION Z CC -y10' 40' 40' 4• 4Q'ID 4Q VARIES T AT�OFSTRIPINGLIiaSSNOTED CSD U I` T —`1 • TT L EDGE OF PAVEMENT NT I:- ai 11! i + oil ERVAsa. Cl) c - me m — m — m it - r 1 \ L H 0 Q T-IRU TRAFFIC SDE — L.SPACE THRU TRAFI•I:SIDE �- r 4.} 4'SPACE CO IS' SPACING�. 4- Cr) 0, tIROKEN CENTER UNE,-4-YELLOW LINE l'ATr14'YELLOW MEDIAN STRIPE-TWO 4`YELLOW LINES WITH 4"YELLOW .s YELLOW OR WI-ITE LINE AS SHOWN ON PLANS. CENTERLINES-TWO 4-YELLOW LINES WITH 4-YELLOW BI]EIEC TIONAL PIPE I MARKERS. BI-DIRECTIONAL TYPE L MARKERS. BI-DIRECTIONAL TIPS I MARKERS. W Q I- © „tea o ® o g t0' 30.--.1t0' 4" O 8, riIARIEs I .A__ r -I.- g. -i U MN -.4 1-...$•-i i-,,,,-Ii: , . _i.- IL ININI- -itis- -�2f-- — I! I C 25ID =NM ' 4R a "-19'"M T B•.� i 1 B-J TRAFFIC FLOW Bliss LANE LINE-B-wH1TE LINE, DOTTER LUTE EXTENSLQNB T1Rl1 NTE RSECTJOII-WH1TE OR nR Ike LANE TIOTTFD LNE-r WIllIE LINE. BICYCLE LANE MARKINS:•SHALL RE 90 mi WHITE PREFORMED YELLOW LINE.MC 111 AND COLOR SAME AS UNE BEING EXTENDED. W LAME LINE-4"WHITE LINE VdTH4-WHITE MONO-DIRECTIONAL SHALL BE 1701R�THERMOPLASTIC PAVEMENT MARKING HIGI1SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL Z 01 TWE iMAR7ff FIS. MA/ERIALS. Z, Li == w 02 0 J 3 FT.11 TO 5 FT.MAIL C.1 g >- 0� { 1L15T SPACING TO Z Li '[ VAR eS MISS WHEEL TRACKS) VARIES (:FIC SIPS • Z O 0 a �".I - (-24 IN I �- I iHRlL1-93' i /2" 0 I-a5 0 m" r '°'., 3fi I� Z F O 7 0 :• {: e •r r MLN. t �m f • 1 s m Z a..p i V Tt =f-.� .;,-.71 O h .. .) BIN wViITE LINE [�.vARLEs 4- CO a O tit I •~ 3 P f G Q In FT.EFT MW.IJ CHEVRON EARS-SHALL BE 120 MIL EXTRLIDED SHITE ,ci 1 ' I1 STAGGERED CONTINENTAL CROSSWALK-SHALL BF 17n t4 MOTE THERMOPLASTIC MATERIAL_PLACE MONO-DIRECTIONAL ASETF Ølt- HIGH _a W SRO THERMOPLASTiC PAVEMENT kUR LNG MATERIAL. BUTTONS AT THE ENDS OF EACH LEG Or CHEVRON. inUU J°° L D 0_ o DATE 6/1912018 U E �' DD C[ DRAWN KNY CM 0 >- --- W DESIGNED KNY co �. CHECKED MCL aLLJ 0 o PROJECT# 21712810 co �Iit 6..; -5 SHEET TITLE o U Q STRIPING DETAILS I N o 0 SHEET NUMBER to CO t`o CO `-- V l r7 s60 i a m LAND USE# it it E cs, 8 o2 TTTc CC 23. 4411111111111 0❑ Z ^ N R S W LL . Q Striae drill W1SIth of �,,� 3'mint.to S'max. �- Extend to Eta if Xr-2L' Fir m--1 0' z� li'S" 2' MLR . [G parts]sunacc -1 .' tier pp (adjust spacing �'� S-2 -RM� x �� i� ] Cs1 l4 Was wheel trBcksF -- r 40 I ❑ N 1 r -1. 2 _ `EP 1 I-2' "{ 6' 2-h-11-- I ,I r2 1 b' 2'-I r- �-1 L -� (Fri I `Y i a O7 r I 3 - -- I T -f 1 r II I- 6"white line-t pavement �I r-"S4'- U voile I •-varltG I av �{ ( .. r 8 ii __ ____ 9' $, 4' LAt1E 6'6 ' YIAtN EIKE LANE t I ! . CT i MiN MSN DTH -! 4I• OR t' g .�10' 0 711111111Milli td eat ✓ • t Mew line �`' Lenry 0 I I �v t r+atr� a I Ill'IP' • 0 --rt S� 5HAREb USE I t vI0 I- Fn.-- � 1I ' fik ' vementtEE9 F5 s"white bar I-225' liar-+� 3525Wdr, ( ENRDTTi k 1-t nr' (_enter w thin EP) Sign Wl See `-Tort t R See TM5D; 5 ! 10 I __ _ !-- F Fence O r edgedeuV—� ! 4'erifY long detetiot -„�t IVne tJ U LU placement --�-...._..... ..~. 1 TMSUS "'[CC33S"` Wt�a Alternate/Me, '= a CO 1- h9DTH 6 white line Edge of ST,At��1lD RQ5 tW►ALK STAGGERED C�1[�[I E1NT L CROSSWALK STOP BAR ST(tl�F BAR-rAl�RGE RAMP METER OP BAR - RAILROAD CROSSING(white) NARROW RAILROAD CRQSSING(whitE) BICV,CLE RAILROAD CROSSING(white) !f t }� c wit(t86 s d.1 .i I I pavement TWO I WHITE A}t Z.yylff lilti LWHITE BAR 2 WHITE refits I'&8"WHITE BARS Install per oDCF Rail Crossing Order or as shown. install per 000T Rail Crossing Order or ars Shown. Install per ODOT Rail Crossing Orde"or es shown. HSEI-OCEJPY VE )C r CATTLE WARD(white) Install per Stoddard Drawing-I/4530 Install per Standard Dr.wing TM530 Install per Standard Drawing TMS 10 Install per Standard Drawing 7M530 For rtultl-lane ramp meter applications For letter propartlon desats,see current version of Suntan!HIghwa'Signs For Fetter proportion details.see omit version of Sounded Highwar Signs For letter proportion derails,see current version of Standard Highway Signs DIAMOND DETAIL(wffh ite) for barrier and fence details,sex Std.Dwg.RO11 0 Cm) I7 t ib s'h' �,._.__ _ ("Bus-) ... CD C� $ L 1' CLSA) 8� • rF 1' ri—Aiiitak-- �, i2"g, L1! ' F111i I i 3'd' oy _ ____C) -I_ 1 i 1::,..' , u.,.' TT i r,' - - ' I 6' I 19aa • 4N. t' I- - O BIKE RIGHT TURN STENCIL(white) DIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING(white) BUS (white) o STRAIGHT ARROW(white) LEFT TtIRN ARROW twhite RIGHT TURN ARROW(white) LEFT TURN STFAIGHT Rf{(')5N(white) RIGHT TURN STRAIGHT AVOW whited Lenten marking within lane width Center marking wirhis lane width Centel marking within lane width Center marking within lane width or as shown Center marking wit h,n lane width r^ t T)FRN R !a yrl `' For proportion details.set ourent version of Standard Highway Signs For prononton details,fee cgnenl version of Standard Highway Signs For proportion details,see current version of Standa-d Highway Sig ea Far proportion details,see current resign or Standard Ol OWA,Signs For tetter proportion details_see current Yerskon of Smndard Highway Signs c For arrow proportion details.see current vers+on of Standard Highway Signs For arrow proportion derails,see cwran version of Standard Highway Signs For arrow proportion details.se*current version of Standard Highway Signs Folanosv proportion details,stet-mat uersion of Standard Highway Signs For arrow proportion details.see current vers an of Standar Highway Signs tan al,�}�- 1_1 la IFS ----il 8SLA ca. (E-LA t-RA i )) �? �SCFI rt-t �+: � 6N� I 5 I r+mi............ d,9" in 0 o 1t' 12'--I 6�...-_ 6� lis' i 4 i ) ) l a' e Bf— 12. -I can +' #I III L-- 11, �- •• ii. L ; 111 I Li/ r - t F- I- 913"'. r 19'8' I 19'8" t1--7—]7_1 6' I L-8'9" -I_ ,[r SCHOOL(white) HOOL- LARGE(white) CROSSING - LARGE(white) X-ING(white) ONLY(white) F_ e'6' 6 12' Z • RIGHT TURN LEFT TURN ARROW(white). RICH-TURN STRAIGHT LEFT TU Al OW(white) ELONf TED STRAIGHT ARROW(White) ELONGATED LEFT TURN ARROW( ite) ELONGATED RIGHT TURN ARROW white Center marking wititsn lane width Center marking wKhln wrath of two lanes (:enter marking wlttrin width of two lanes Center marking within lane width Canter marking within lane width p "'► "I" 1� L � !f 11 For letter proportlendOMA,Securrent version orStandard Highway Signs For leiter mammon deralls,see current version ofStandard ttgh"yay5igts For letter proponhmdetaIS,Sit tusrenrversion orStardardHighway Signs MTletttrProportion de[ails,see Current version of Standard Highway Signs Fm letter proportion derails.see current version rfStandard Highway signs , - fro arrowprognniondetals.see current version gfStandard Highway Sign s for woe proportion dNuss,Set currentversion�`ot tighwei Signs For ants,oration,ondetails,see current version ofStandard tfighwaySigns for anowproportrondelei1S,See current version ofStandard Hin ySigns Fos utuwproportion details,see current'arson ufStandard Highway Sigps �l//''V��]] W (-:111) C : E RSJ E-RA �y E-RSW $.9. 12"1`1 --' I2'I•- r 6• I i r 19' 6" 6L 4 - U C T ___... Q W 1 1'6• ..... -L- �.6. s�T i T'- t 24 24' �, t-- r I I I T t,fi„ I {J —� N }..� - = 19' 47 f Erg- ] 'q" --M'3'=-1 T rap.■ 1 I 12' z . End Marking 44-- 89" _ y 4"white IEnes ELONGATED LEFT TURNSTRAIGHT ARROW ELONGATED RIGHT TURN STRAIGHT ARRDW ELONGATED Rag TU$N LEFT TURN E_DNGATED RIGHT TURN ST3AIGHT LEFT TURN (white) (white{ A (wrlin ARROW(whsion 0 (X 0 ON-STREET PARKING bETAIL.(white) For arroyrproptxtiandetain,see currrrstversion aiStandudHighevay.Signs Fir arroYgropottlondetests.set[urrnisversion otSgtsdtrdl•IigFprriyS'rgns Frnarrow proponioodetails,See C.rrrentverSitindStandard HighwaySigns For arrpwproportion deWils,see torrent versipnpfStandard HighcyaySigns I 1 If CALC.BOOK NO, Nits BASELINE REPORT DATE -_O Lgllttrl3 ED IQ� TALC.BOOK NO.__ 4t_ BASELINE WORT DATE �7r0112d15 NOTE. Cil material and wnrknranshipshail Ii.in accordance with "\-- g NOTE Pal material and workmamhlp snarl be In accordance tech *re current Oregon Standard SOecrrtcanons, i""-'- -! r the current Oregon Standard SiSetificatwns. O I Arrow orientation shown is i �/ General Note' used ON rrgh+lane entls. * w_ I- Cenl Plate The lordselection ra and use le this OREGON STANDARD DRAWINGS r 0 The selection and use of this OREGON STANDARD DRAWINGS t 1, Center pavement markings Within the lance width. BC 1. Ariuw,letter,and bike symbol dimensions nominal. Standard Drawing, while de- For les latae ends. T Standard t]rawingr while 9 arae the mirror image. de- signed in accordance with L- i 2.Arrow and letter dimensions nominal,excluding DANA. 18 signed in accordance with generally accepted engineer- PAVEMENT MARKING generally accepted engineer- PAVEMENT MARKING J Ing,orinciples and practices, STANDARD DETAIL BLOCKS L+'j�{ RE: G 1 N EegR - 29' !ng principles acrd practices, STANDARD DETAIL BLOCKS r ti theK is the sole III user and should responsibility of or beARO1(wtF�e) Pavement0 `J tf, For arrow proportion details,see.Current "?A' WRONG-WAY ARROW(white) is the sole responsibility b 2018 the user and should not be 2018 0 V J 0 vers)on of-5tandarc Highway Signs used without consultinga nen Revsamry ocxarrnon v �,_, used without consulting a wtrc tirraron rrrxRrrrron rr T PG E$0 Registered Professional En- Registered Professional En- gineer. St i Z Triter. a r� i Effective Date: December 01, 2017-May 31, 2018 T"M503 Effective Date: December 01, 2017-May 31, 2018 TM501 v J U < I < —I z 0 L1._ < O c�,,� v� 4"white lin Marrow Double I W z� / �CH� TM Yellow Line ' ♦ ��/ don of'Tafilc [v] LL 3 .ss 1 6' O L'woof a'6" i �1,t min- ll IO CO a+ 'white line r 20' 4' Imo; 4� X70 L,...,.,,,i : 6 Direction oFTraffii iangl nentarort harrow Double ! q fellow Lime r 4' far Field layout 'w 'y,i� � angle orientation if�B 1 (��, ] - 4"WHITE LINE 8"WHI-E UNE 4"YELLOW LINE ler fieldlayout CHEVRON BPDs TRANSVERSE MEDIAN BARS -- .___ �� ,,,,,,, 1'WHITE BARS AT 20' SPACING 1'YELLOW BARS AT�O'SPACING C ® `�� `-J . YD ' -10, —40' 40 - . --IT- � & M� �g 6 a� m 1 30'� 10'— 30'� es. I IL-- ire IL- = lie TTS IL-- ® etzaa aIL-- - aweIL-a� me m 24._ - r - --!z'L- ri, a ca 4' WHITE BROKEN LINE 4°YELLOW BROKEN LINE 4"WHITE DOTTED LINE 8"WHITE DOTTED LINE 4"YELLOW DOTTED LINE For lane extensions For lane extension,and bike lane extensions For lane extensions cn C CD_Dt1) LOLL' CN --40.-1-40. 0ui 12' In 1 z' I Z' 10'-1s11I.-IIF--�--C30' 4-� 10 rura"spat --{ gF9 I I • spaceit.- .sem . f 7 ` -ism taro ma IL_® crit,( ern ® ip, E 30, 4 Bpace �-- T1 40' —I 40" 1 Q I Thru Traffic SIdeC-� 3 F� 3' IntreaSing stationing t� Increasing Stationing o_ I E 4"WHITE DOTTED LANE UNE 8`WHITE DOTTED LANE LINE NO-PASS RIGHT NO-PASS LEFT TWQ-WAY LEFT TURN I vi roe iano tinea n scrat.raeirrnf,I.ral.rotie„inner For Ian.line:."drop tans 46 YELLOW LINES 4"YELLOW LINES ge YELLOW LINES LU 1 ht 4p ............. — `ND) 4:13� TS Direction of Traffi L - r Narrow Double �'/ tw' '! i' fro S'space 4-white edge line- F4- ILLI "- Yellow rine }_�`y� ik1t1, rnin1.. 11:7 traversable median T'' 1 I- i lill$�� 4-space I wwwaW rw LLer 3 .I" +11;1' t_? - I ' Narrow Double {threw traffic side C�7 ) 1 ;i; ' _ 34 englc aricntotion Yellow Lyre 4 for field layout angle orientation . 20'--I Edge of pavement X# - TRANSV iL Far Centerline for field layout rt�pIAIN sA;s — 1'YELLOW useY A ir hAT med�ia Spy re DOUBLE NO-PASS NARROW DOUBLE NO PASS NARR47V�Dp4Il rE N LANE CHANCE T_.-R4iV$ ERSE Li(1�WER BARS distance between�ef[(urn r'efagescttXCMds 200' TWO 4"YELLOW LINES TWO 4"YELLOW LINES 1�VIf0 4 WHITELINES l'WHITEBARS AT C''SPACING BYLD HC 3 5"-"f I� 1 }' —{ —{ L` CALL.ROOK NO.___Pll� BASELINE REPORT DATE_-S7 e111/S115 � Wheel Stop i I 2c'--1 1 I 1 1 I` I I ° —E I t I fTyp,)— �7 o . ar the current Oregon Standard Specineltiv[rs. � 'while floc �I '. ,. 71' 777 The selection and use of this OREGON STANDARD DRAWINGS ..:17 >-- ,- signed in accordance with z'iTyp_air I Standard Drawing, while de- _...1 signed PAVEMENT MARKING Z i_izi 3s' ing principles acid practices, STANDARD DETAIL BLOCKS CO "I a"white I rte Direction of Traffic I- Direction of Traffic - is the sole responsibility of 0 6 "' 0ISABLEC PARKING DETAIL:white) YIELD LINE(white) BICYCLE YIELD LINE(white) me user and should not be 2018 Qused without consulting a DAlI a/141CM sstscwPTION n. LEGEND Registered Professional En- M Direction Of Traffic,Incredping Stdtiuning Or Thru Traffic Side - IL-Lam line dimensions are shown on the gineet✓ striping plans CO Z Effective Date: December 01, 2017-May 31, 2018 TM Q, aW DATE 16/19/2018 • U • ; a DRAWN I KNY C ap CV ✓ U T — DESIGNED KNY 173 a � CHECKED I MCL d1.1-1 M o PROJECT# 121712810 CL 0 II co �1 SHEET TITLE c2• 0 N o Ct STRIPING DETAILS II co U • o 0 SHEET NUMBER Sp_ csi LLC C7 .61 i di LAND USE# a. iz • i__ Ei __ ° 4.:4-?4i.....�: ir I I __ L. I 1 1 1 J __ IMM.•••• �_ __ _ __ __ _ __ - .._ __ _ __ &.,,� . . bassett/ I `� 41 40 $ 5 6 SW DURHAM ROAD 195 195 196 / 3 4 8 44 43 42 / � �� / !., 7 �, 9 ��},.. 200 201 202 204 206 20$ 210 212 213 � � 215 � >"m m architects r ED • \ 1 / J' �k • f� T'�i �: -' r. "•/z� ./ • �- ��s S Z� 1 1A L. �7 c' .( ''� `7' %7-7-1/V %.. ' * \ i ' f� I f W) l4 + +'lk�/ i t ,.H)1,...,. •;.;,- _ : .:. :.;. �� \ 7. J :"1. 's" 191 =192 � �V .. :: .. �'\ r` : , L � ` �" I 1- 41 : ' I o - _ n •u r (1214 X ::------- .TRF- ...- I 11 i 1 I i 14 -4-H-1-1-1 I I 1 1-1f.r — — / - - — — — — — j ! s,<<_, ...�, ;T:: - — — 193 194 197 —g -- .... j _ X __205 207 209 _198 2d3 x Portland, Oregon 97209 //` 2 s' BASSWOOD ==- �� -1 i R.O.W. LINE -- T (206) 340 9500 F (206) 340 9519 4. / .'a •//////////////////I<l////l//I///////I,/I///I//I/Illi/ILII!/,I -Vi �. //":r ; 4 j 4 1 \ 39 J/ 10 •' _ .• ::::�;:: NII • i 243 I ,ii / .. • ..- .--.. ..•,-,„:-- \ i. 1 a 4 . ii 1 '�� no number % •� ;. f= "" 11 i x` 216 CIVIL ENGINEER & LANDSCAPE • , „ �!" 1 270 � m e� . ',�4\ 3:.::; • 'i - f• 32 i?�� A�� •''� 36 .,� 14 13 • • ,! �#'� ;:•..� i > '�`� ;'N :' I217� 17 •°.;: +, _ ® i 242 _ - 33r �` ' ,�.0 �� ,.' STRUCTURAL ENGINEER ♦ y �++_ > :i: :�'18 G1�...-,, �' .a: .-A'•r ;..;; 1 x Q 218 Catena Engineers ♦ i • 241 1500 NE Irving St.,Suite 412 ♦, _`-. " 21 20 _ I , r, Portland,OR 97232 1 . `-A:- -r M r��; 22 3 �.*1,.: ::#i� 23 267 T(503)-4674980 ` 25 ' 1, r I :�. �� 31 �•! ''�� ■ �.. 1 MECHANICAL_ ELECTRICAL & 24 240 NATURAL TURF ATHLETIC FIELD 1 219 PLUMBING ENGINEER • 30 R \� N 26 1 I -r: '-' t y EL �- o �� • x Glumac �.:: .; „ 900 SW Fifth Ave., Suite 1600 X a•.:; 29 \ _;:� � 266 Portland,OR 97204 _ t -- -� �? • \ . I f 239 I 220 T(503)-227-5280 i 4 «6. ,ljl ',; TIGARD HIGH SCHOOL `" �: - ■ 1 ' R.O.W. LINE �l! . \ ;t .. IL FOOD SERVICE CONSULTANT \ : ; • • "` ,...p,"3:..__.. •-- 23$ �'� 221 Webb Foodservice Design _ \ TIGARD HIGH SCHOOL � � - 3700 SE Lafayette Ct. M ti /-` L� Portland, OR 97202 -. SI-_ • - \ Y ' , FA 1 "1 222 T(503)-236-8566 -� \\ i ..% .� 0 0 .,. © 1 •� 4..6) , 237 `' `;` ,� +4 \ _.• 0 I ,. ACOUSTIC & AV CONSULTANT f _4. 1 223 The Greenbusch Group • -''�_ `� / 236 1 4i..`, 1900 W. Nickerson St., Suite 201 I r- ' A \ . 4 Seattle,WA 98119 " � 1 �i O i s STAND#12Cb\ _ -� 235 THIS TREE WAS DEAD AND HAS BEEN REMOVED. �� >: 224 T 206-378-0569 4. ■ 'f.!.-- v.; ;��` �1► 265 244- 263 (SEE ARBORIST REPORT) 190 „:'. 18$ 11 COST CONSULTANT .vi �^ Construction Focus f,• - 7:189 ..r\ 183 �� y 740 Almaden St. W 187 ' , } �•- ...--.. . 184 264 F"; ;;; ... �` ` � : ' ��` . :--rr- �� -'.'� �•;' a,�m r � >♦ #►�� +..<,o _ti:- �►. ® Lj . Eugene,OR 97402 Z 41.- / / ` 0 1II T 541-686-2031 ` �` 182 . 11:11110 _ ..` .�.- i!48 _41_(0) Q L'��1 +" ,� '�� 234 233 232 231 230 229 228 227 226 225.,--Ji ^� ® .� 244 .- 1 ' PROPERTY LINE ®z /I 0 r.. a r-u i,, 186 # CV • 185 y 0173 $# O I-11 :::! r Q O lil• .. 1 I t,,.....: w 4#4° '4', - 172 SCALE: 1"=60' .b ■4619 111111111r/100/ \Rill:171(8 :1i .:c:`.!,:v.:' :° _-- �5�� • �� 60 3 0 60REVISIONS DATE _ 1810, 0 174 I 7 :.i.;:::;-..:•:7.,-:".:.•:5.:•:, ... e� a 175 1176 �'rr71'IL//7o * ©I Shaping the Future I Ir---- \ ��p�5 O+ _ PORTLAND 6720 SW MACADAMAVE,STE200,PORTLAND,OR 97219 I I �' 6J G� ��t 179 i i TEL(503)419-2500 FAX:(503)419-2600 48 ARTIFICIAL TURF G P YAW/"sorrier,men ATHLETIC FIELD BASEBALL la 'C'k eo ✓ 180 i 1 i X . .1 im iii• ..'' ... L .L, V MATCHLINE-SEE SHEET L1 .01 V V MATCHLINE-SEE SHEET L1 .01 v TREE LEGEND TIGARD TUALATIN SD TIGARD HIGH 0 * 2017 SURVEY TREES m PREVIOUS SURVEYED TREES S C H O O L 0.* UN-SURVEYED TREES(FROM AERIAL) 0 EXISTING TREE CANOPY AREA SEE TREE PROTECTION NOTES ON SHEET L1 .01 SEE SITE TREE DATA ON SHEET L1 .02 TREE REMOVAL / PRESERVATION LEGEND 4, 4. 9000 SW DURHAM RD. TIGARD, OR.97224 X TREES TO BE REMOVED(49) r 7 — JOB NO: 13910.00 I. F --- - ,,sw DCWOArrl .- ,,-• ISSUE DATE: JUNE 19, 2018 ---� TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, ��- •„ � �__ -/.�;.�, - SHEET L1.01 I WO, 1 Jurisdiction Stamp Area J.-1"i `. 'jI}� �� h! Illifllt � I GENERAL NOTES: I 1�+� �� .1-! Z 1. EXISTING CHAINLINK FENCE TO REMAIN I - AND PROVIDE TREE PROTECTION FOR ,�� --1111* r �� it II 0 TREES ON ADJACENT PROPERTY. I - _I' ...�+ y, ," v 71 �s: Li 2. TREE REPLACEMENT FOR TREES r`17-m 7[1 o0 REMOVED WILL FOLLOW THE STANDARDS �� Z SET FORTH IN THE CITY OF TIGARD URBAN I L FORESTRY MANUAL {2013}. I, Becky Strickler, attest that this Tree Preservation and Removal Site Plan meets I / n W § I; the requirements in Section 10, part 1, of the City of Tigard Urban Forestry Manual. I 11 TREE 3. ALL TREES TO BE REMOVED ARE I si LU LOCATED IN AREAS OF PROPOSED ° DEVELOPMENT. SEE SHEET L2.00 I ° •••••______} LL PRESERVATION & PLANTING PLAN FOR EXAMPLE OF I ,` - UJ REMOVAL PLAN PROPOSED DEVELOPMENT. Becky Strickler, PLA __ NORTH Certified Landscape Architect: OR 759 - - - N Date: 6/13/2018 LL , O LL L100 KEY MAP SCALE: 1"-=400' MATCHLINE-SEE SHEET L1 .00 A A,, MATCHLINE-SEE SHEET L1 .00 A. i 4l • s 1� TREE PROTECTION NOTES: 1 1 I ,{ A ;, fi, c 1) NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT CONSENT baSSetti/ ,,,,o' / 119 *117 r FROM THE PROJECT ARBORIST AND THE CITY ARBORIST. ..:.71- :::.(5)-' 49 ARTIFICIAL TURF �� 122 .;:.r UNDER 2 " I x 171 2) TIMELINE FOR CLEARING, GRADING , AND INSTALLATION OF TREE PROTECTION MEASURES: WORK WILL BEGIN architects Ct , ATHLETIC FIELD BASEBALL 121 '` 116 WITHIN THREE (3)WEEKS OF PFT PERMIT INSURANCE BY THE CITY, TREE PROTECTION WILL BE INSTALLED I I f'' M1" 0 I / 170 PRIOR TO ANY GROUND DISTURBANCE WORK, CLEARING AND GRADING WILL FOLLOW. 1120 123 I 4 3) PLACING MATERIALS NEAR TREES- NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF 721 NW 9TH Ave, Suite 350 Y ,: '� 169 ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO PARKING EQUIPMENT, PLACING 124 0115 \ SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSIT, DUMPING CONCRETE WASHOUT AND LOCATING Portland, Oregon 97209 ".( 168 T (206) 340 9500 F (206) 340 9519 I I I / w U ---� BURN HOLES. I /• 125 x / 134 • • • ,:, 4) ATTACHMENTS TO TREE DURING CONSTRUCTION - NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE d° ` 126 DESIGNATED FOR PRESERVATION. CIVIL ENGINEER & LANDSCAPE _� I 135 \/ 5) PROTECTIVE BARRIER. PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: Cardno 50 137 i 132 131 130 129 0 I TRACK & I A) SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE OF 6720 SW Macadam Ave Suite 200, �-- ( 114 Portland, OR 97219 153 ARTIFICIAL TURF . 167 THE CRITICAL ROOT ZONE (CRZ), AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL 51 �� 128 m ' T(503)-419-2500 .# .': • Q I ATHLETIC FIELD o / PROTECTED TREES OR GROUPS OF TREES AS SHOWN. FENCES SHALL BE CONSTRUCTED OF 5 FEET i 52 152 136 133 '� 127 ,. ' l 166 TALL METAL, SECURED TO EIGHT FOOT TALL METAL POSTS. POSTS SHALL NOT BE PLACED FURTHER STRUCTURAL ENGINEER 148 •• • p THAN 8 FEET O.C. APART. I • IS �# 138 "L' 113 0 ` ( 165 Catena Engineers 139 �`' B) MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6) INCHES, OR WITH 9 O #• • t -}F• � v+ 141 140 1500 NE Irvin St.,Suite 412 `- `- •' '� Y` �� ' 142 ' PLYWOOD OR SIMILAR MATERIAL, OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS Portland,OR 97232 151 150 149 147 146 145 144 143 T(503)-467-4980 112 FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. L. 164 MECHANICAL ELECTRICAL & �� / C) SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING PLUMBING ENGINEER I , x . ( 163 ACTIVITIES WITHIN THE TREE PROTECTION ZONE. Glumac ill 111 ( . 162 D) MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) FEET DEEP TRENCH, AT 900 SW Fifth Ave.,Suite 1600 1 - t` THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE Portland,OR 97204 1 W 1 r (CI 161 RETAINED. T(503)-227-5280 Q i& 53 110 ,, 160 E) MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO FOOD SERVICE CONSULTANT AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. MAY BE REQUIRED TO MAINTAIN TREES Webb Foodservice Design zI m / 159 THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. 3700 SE Lafayette Ct. 8 *� Portland,OR 97202 I '` 109 - x A F) SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE LANDSCAPE ARCHITECT AND T(503)-236-8566 _ = CITY ARBORIST AUTHORIZES THEIR REMOVAL. I j 158 ACOUSTIC & AV CONSULTANT I I - G) SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE The Greenbusch Group / \ G 157 REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE 1900 W. Nickerson St., Suite 201 NATURAL TURF ATHLETIC FIELD i PLANT MATERIALS WITH WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND Seattle,WA 98119 / f 156 DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. 108 T 206-378-0569 / 155 6) THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE 1 I 107 PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF COST CONSULTANT 154 OF THE AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO Construction Focus Kr: 106 c P CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION 740 Almaden St. / DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL. Eugene,OR 97402 1� k x X T 541-686-2031 I R.O.W. LINE 105 (o 0 93 7) IF THE GRADE ADJACENT TO THE PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO 94 THE TREE PROTECTION ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE 55 104 SOFTBALLp 95 92 ROOTS. 'J / J 8) AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE I I 56 - 103 (kJ PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST. THE PROJECT ARBORIST MAY REQUIRE 96 NATURAL TURF SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE;S SURVIVAL 102p -1 ATHLETIC FIELD AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 1 I Q 57 x 0 97 -` 1\ 9) TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROPERTY LINE PROTECTION ZONE OF TREES TO BE PRESERVED. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE 1058 101 ,•i.•:•,•.• 098 TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT # REVISIONS DATE 4 p TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. r 0 ® 10) DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES CarcIfo 0 59 1 (4r, I 99 00 DESIGNATED FOR PRESERVATION. Shaping the Future I l � O 0 PROPERTY LINE , ---.. <:::› �� '�~� 0 90 O 11) ADDITION REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION PORTLANDnwic,aoati+AVE,Srezao,rn,wo,oR 9rri9 60 61 62 63 r { 0 6 TEL'(503)449-2500 FAX(5033)479-x600 + i` )4* f VV 91 MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. �wm 0 0 0 0 ,Q.. 0' / I I '1 . 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 I I I I I i I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I SCALE: 1"=60' 60 30 0 64 TIGARD TUALATIN SD TREE LEGEND TIGARD HiGH 0 * 2017 SURVEY TREES S C H O O L o PREVIOUS SURVEYED TREES Q UN-SURVEYED TREES(FROM AERIAL) SEE SITE TREE DATA ON SHEET L1 .02 1 j EXISTING TREE CANOPY AREA 1, 9000 SW DURHAM RD. TIGARD,OR.97224 TREE REMOVAL I PRESERVATION LEGEND I I I JOB NO: 13910.00 ., I - s-swyyaruw,Ro.: - — _ ISSUE DATE: JUNE 19, 2018 X TREES TO BE REMOVED(49) „„"— .1 ' . _y_}____=------- �__ IIIIIl lIl1IIIIiiI1Illil�D ,.y Jurisdiction Stamp Area I. —0— TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, Ihi-� � 1 , lint 1 _ SHEET L1.01 I / % '>" 4 r_ ii lk - ,..‘ .16:,', . ___.... , z GENERAL NOTES: _--: �� r.,,r�/ 1. EXISTING CHAINLINK FENCE TO REMAIN :_� \, t, �!0 is -.. LLJ AND PROVIDE TREE PROTECTION FOR — — ff J _ TREES ON ADJACENT PROPERTY. �z .I _ . ` - ' z of 2. TREE REPLACEMENT FOR TREES I, Becky Strickler, attest that this Tree Preservation and Removal Site Plan meets _1 El •;io I W REMOVED WILL FOLLOW THE STANDARDS the requirements in Section 10, part 1, of the City of Tigard Urban Forestry Manual. -+ % lii - I TREE SET FORTH IN THE CITY OF TIGARD URBAN I 1 1 FORESTRY MANUAL (2013). 4.i ' ��YY�- 0 1 11 W I - �� ILL PRESERVATION & 3. ALL TREES TO BE REMOVED ARE ' ' 1 LOCATED IN AREAS OF PROPOSED I i r �W�// REMOVAL PLAN DEVELOPMENT. SEE SHEET L2.00 Becky Strickler, PLA 1 1 of PLANTING PLAN FOR EXAMPLE OF Certified Landscape Architect: OR 759 �/ SOUTH PROPOSED DEVELOPMENT. Date: 6/1 3/201 8 L . . . . . - - • • - - - - - - - .P CC 11_ L1 . O1 KEY MAP 0 SCALE: 1"=400' r bassett,/ architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE OREGON TREE CARE . TREE INVENTORY OREGON TREE CARE . TREE INVENTORY OREGON TREE CARE . TREE INVENTORY OREGON TREE CARE . TREE INVENTORY Cardno 6720 SW Macadam Ave Suite 200, LOCATION: Tigard High School LOCATION: jgard High School LOCATION: Tigard High School LOCATION: Tlgard High School Portland,OR 97219 SITE VISIT CERTIFIED SITE VISIT CERTIFIED SITE VISIT CERTIFIED SITE VISIT CERTIFIED T(503)-419-2500 DATE: 13-Sep-17 ARBORIST:Damien Cant,PN-6405A DATE: 13-Sep-17 ARBORISTDamien Carie.PN-6405A DATE: 13-Sep-17 ARBORISTDamien Cara.PN-6405A DATE: 13-Sep-17 ARBORISTDamien Cane.Ptd-6405A Map ID Canopy Condition Open or Stand Preserve or Map ID Canopy Condition Open or Stand Preserve or Map ID Canopy Condition Open or Stand Preserve or Map ID Canopy Condition Open or Stand Preserve or STRUCTURAL ENGINEER Number Tree Type Tree Species DBH (112) Rating Preserve Rating Heritage Tree? Grown? Remove? Number Tree Type Tree Species DBH (ft2) Rating Preserve Rating Heritage Tree? Grown? Remove? Number Tree Type Tree Species DBH (52) Rating Preserve Rating Heritage Tree? Grown? Remove? Number Tree Type Tree Species DBH (52) Rating Preserve Rating Heritage Tree? Grown? Remove? 1 Sweet Gum Ligmdambarstyred8ua 24 1134 3 3 N Open _see DEMO Catena Engineers - 74 Douglas Fir Pseudotsuga menziesii 6 133 3 3 N Open Preserve 144I Sequoia Sequoiadendmn giganteum B 133 3 3 N Open Preserve 214 Oregon White Oak Quercus garryana 42 3847 3 3 N Open Preserve 1500 NE Irving St.,Suite 412 2 Alder Alcoa33 1320 3 3 N Open -Preserve- DEMO 75 Douglas Fir Pseudotsuga menziesii 6 95 3 3 N Open Preserve 145 T Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 215 Linden Ma americana 5 113 3 3 N Open Preserve Portland,OR 97232 3 Norway Maple Acerplefenorees 15 572 3 3 N Open Preserve T(503)-467-49$0 76 Incense Cedar Cafocedrus decurrens 7 79 3 3 N Open Preserve 146 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 216 Linden Tills americana 5 113 3 3 N Open Preserve 4 Norway Maple Acerplatanoides 14 615 3 3 N Open Preserve 77 Norway Maple Acerplatanoides 14 201 3 3 N Open Preserve 147 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 217 Linden Tills americana 5 113 3 3 N Open Preserve MECHANICAL ELECTRICAL & 5 Norway Maple Acerplatanoides 14 660 3 3 N Open Preserve 78 Knobcone Pine Pinus attenuate 5 95 3 3 N Open Preserve 148 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 218 Linden Me americana 4 79 3 3 N Open Preserve PLUMBING ENGINEER 6 Norway Maple Acer platanoides 17 962 3 3 N Open Preserve 7 Pin Oak Quercus palustris 2 20 3 3 N Open Preserve 79 Norway Maple Acer platanoides 14 804 3 3 N Open Preserve 149 Norway Maple Acerplatanoides 4 133 3 3 N Open Preserve 219 Pin Oak Quercus palustris 3 79 3 3 N Open Preserve Glumac 8 Pin Oak Quercus palustris 4 50 3 3 N Open Preserve 80 Norway Maple Acer platanoides 13 804 3 3 N Open Preserve 150 Norway Maple Acerplatanoides 4 133 3 3 N Open Preserve 220 Pin Oak Quercus palustris 5 113 3 3 N Open Preserve 900 SW Fifth Ave.,Suite 1600 9 Norway Maple Acerplatanoides _ 25 1076 3 3 N Open Preserve 81 Norway Maple Acer platanoides 12 1017 3 3 N Open Preserve 151 Norway Maple Acer platanoldes 4 113 3 3 N Open Preserve 221 Linden This americana 5 79 3 3 N Open Preserve Portland,OR 97204 10 Norway Maple Acerplatanoides 24 804 3 3 N Open Preserve 82 Norway Maple Acer platanoides 20 1385 3 3 N Open Preserve 152 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 222 Linden Tilia americana 5 79 3 3 N Open Preserve T(503)-227-5280 11 Red Maple Acerrubrum 18 707 3 3 le Open Preserve 83 _ Norway Maple Aoerptafanoldea 16 1134 3 _ 3 N Open Preserve 153 Sequoia Sequoiadendron giganteum B 154 3 3 N Open Preserve 223 Linden Tilts americana 5 79 3 3 N Open Preserve 12 Red Maple Acer rubrum 13 531 3 3 N Open Preserve 84 NorwayMaple Acer platenoldes 11 804 3 3 N Open Preserve 154 Bradford Pear FOOD SERVICE CONSULTANT pe Pyrus calleryane 5 201 3 3 N Open Preserve 224 Linden Tilia americana 5 79 3 3 N Open Preserve 13 Red Maple Acerrubrum 16 754 3 3 N Open Preserve 85 Norway Maple Acerplatanoides 10 1017 3 3 N Open Preserve 155 Bradford Pear Pyniscalleryana 8 227 3 3 N Open Preserve 225 Ginko Ginkgo blobs 3 79 3 3 N Open -Preserve- DEMO Webb Foodservice Design 14 Red Maple Acer rubnim 16 415 3 3 N Open Preserve 3700 SE Lafayette Ct. 86 Norway Maple Acer platanoides __ 13 1134 _ 3 3 N Open Preserve 156 Bradford Pear Pyres calleryana 9 154 3 3 N Open Preserve 226 Knobcone Pine Pinus attenuate 9 79 3 3 N Open -Areaewm DEMO Portland,OR 97202 15 Red Maple Acer rubrum 13 491 3 3 N Open Preserve 87 Norway Maple Acer platanoides 11 1258 3 3 N Open Preserve 157 Bradford Pear Pyrus calleryana 9 154 3 3 N Open Preserve 227 Incense Cedar Calocedrus decurrens 5 20 3 3 N Open Presence- DEMO T(503)-236-8566 16 Cherry Prunus avium 3 50 3 3 N Open Preserve 88 Norway Maple Acerptafanoides 14 1134 3 3 N Open Preserve 158 Bradford Pear Pyres calleryana 7 154 3 3 N Open Preserve 228 American Beech Fagus grandifolia 3 79 3 3 N Open Preee1.09- DEMO 17 Norway Maple Acer platanoides 10 113 3 3 N Open Preserve ACOUSTIC &AV CONSULTANT 89 Norway Maple Acer plafan -Preserve-14 1017 3 3 N Open Preserve 159 Bradford Pear Pyres calleryana 8 154 3 3 N Open Preserve 229 American Beech Fagus grandrtolla 3 79 3 3 N Open raeerDEMO 18 Norway Maple Acerptatanoidas 10 95 3 3 N Open Pie- DEMO 90 Knobcone Pine Pinus attenuate 5 79 3 3 N Open Preserve 160 Bradford Pear Pyres calleryana 7 201 3 3 N Open Preserve 230 American Beech Fagus ndifolie 3 79 3 3 N Open -Prn, DEMO The Greenbusch Group 19 Hiroki Cypress Chamaecypans obtuse 7 177 3 3 N Open -Preserve- DEMO gre �u-or.�c 20 Norway Maple Acar platanoides 14 346 3 3 N Open -:-seance- DEMO 91 Knobcone Pine Pinus attenuate 4 28 3 3 N Open Preserve 161 Bradford Pear Pyre �� Pyrus calleryana 7 314 3 3 N Open Preserve 231 Incense Cedar Calocedrus decurrens 3 20 3 3 N Open ,-, . DEMO 1900 W. Nickerson St.,Suite 201 21 Norway Maple --Acer platanoides 8 227 3 3 N Open Preeerre- DEMO 92 Knobcone Pine Pinus attenuate 4 20 3 3 N Open Preserve 162 Bradford Pear Pyrus calleryana 10 348 _ 3 3 N Open Preserve 232 Incense Cedar Celocednrs decunane 3 20 3 3 N Open Preserve- DEMO Seattle,WA 98119 T 206-378-0569 22 Norway Maple Acerplatanoides 11 227 3 3 N Open Preserve- DEMO 93 Knobcone Pine Pinus attenuate 4 38 3 3 N Open Preserve 163 Bradford Pear Pyres calleryana 9 314 3 3 N Open Preserve 233 Knobcone Pine Pinus attenuate 8 79 3 3 N Open Preserve- DEMO 23 Norway Maple Acerplatanoides 14 452 3 3 N Open Preserve- DEMO 94 Knobcone Pine Pinus attenuafa 4 38 3 3 N Open Preserve 164 Bradford Pear Pyrus calleryana 2 79 3 3 N Open Preserve 234 Incense Cedar Calocedrus decurrens 8 79 3 3 N Open Preenrvc DEMO COST CONSULTANT 24 Norway Maple Acerplatanoides 14 380 3 3 N Open -Preserve- DEMO 95 American Beech Fagus grandifolia 3 79 3 3 N Open Preserve 165 Bradford Pear Pyres calleryana 8 314 3 3 N Open Preserve 235 Norway Maple Acer platanoides _ 2 0 0 1 N Open CONE 25 Norway Maple Acerplatanoides 13 452 3 3 N Open rreeerve- DEMO ' Construction Focus 96 American Beech Fagus grandifofia 4 113 3 3 N Open Preserve 166 Bradford Pear Pyres calleryana 9 _254 3 3 N Open _Preserve 236 Norway Maple Acer platanoides _ 3 79 3 3 N _ Open ... DEM e 26 Incense Cedar Calocedrus decurrens 15 154 3 3 N Open Preserve- DEMO 740 Almaden St. 97 American Beech Fagus grandifolie 3 154 3 3 N Open Preserve 167 Bradford Pear Pyres calleryane 11 283 3 3 N Open Preserve 237 Norway Maple Acer platanoides 3 79 3 3 N Open ,-.. •- DEMO Eugene,OR 97402 27 Norway Maple Acer platanoides 7 113 3 3 N Open -rese.ve- DEMO 98 Knobeene Pine Pinus attenuate 3 38 3 3 N Open Preserve 168 Bradford Pear Pyres calleryana 12 346 3 3 N Open Preserve 238 Sequoia Sequoiadendron giganteum 10 177 3 3 N Open --move- s EMO T 541-686-2031 28 Norway Maple Aoerp1atanoides 6 64 3 __ 3 N Open -Preserve- DEMO 99 Knobcone Pine Pinus attenuate 3 28 3 3 N Open Preserve 169 Bradford Pear Pyres calleryana 6 201 3 3 N Open Preserve 239 Sequoia Sequoiadendron giganteum 10 177 3 3 N Open Preserve 29 Incense Cedar Calocedrus decurrens 13 314 3 3 N Open Preeewo- DEMO 100 Knobcone Pine Pinus attenuate 3_ _ 20 r r 3 3 N Open Preserve 170 Bradford Pear Pyres calleryana 7 346 3 3 N Open Preserve 240 Sequoia Sequoiedendmn giganteum _ 10 177 3 3 N Open Preserve -712- 30 2- 30 Red Maple Acer rubrum 6 380 3 3 N Open P DEMO f� r"�.-.{}�}} �/- �y��y- 101 Bradford Pear Pyres calleryana 4 79 3 3 N Open Preserve 171 Bradford Pear Pyrus calleryana 7 177 3 3 N Open Preserve 241 Sequoia Sequoiadendron giganteum 5 177 3 3 N Open Preserve 4 '2.3P -2-3S? p}'� � , 31 Red Maple Acer rubrum 7 415 3 3 N Open -Preeerre- DEMO 102 Norway Maple Acerplatanoides 3 64 3 3 N Open Preserve 172 American Hornbeam Carpinus carolinlana 3 79 3 3 N Open Preserve 242 Norway Maple Acer platanoides 3 20 3 3 N Open Preserve 32 Red Maple Acer rubrum 10 452 3 3 N Open Preserve- DEMO 103 Norway Maple Acer platanoides 3 38 3 3 N Open Preserve 173 American Hombeam Carpinus caroflniana 4 79 3 3 N Open Preserve 243 Norway Maple Acer platanoides 2 20 3 3 N Open Preserve 33 Red Maple Acer rubrum 18 531 3 3 N Open -Preserve- DEMO 104 Norway Maple Acer platanoides 3 28 3 3 N Open Preserve 174 American Hombeam Carpinus caroilniana 4 38 3 3 N Open Preserve 244 Norway Maple Acerplatanoides 6 314 3 3 N Open Preserve 34 Red Maple Acerrubrum 11 227 3 3 N Open -Preeerve- DEMO 105 Norway Maple Acer platanoides 3 28 3 3 N Open Preserve 175 American Hombeam Carpinus caroliniana 4 79 3 3 N Open Preserve 245 Oregon White Oak Quercus ganyane 33 0 3 3 N Stand Preserve 35 Red Maple Acer rubrum 13 227 3_ _ 3 N Open -Ppeeerve- DEMO 106 Bradford Pear Pyrus calleryana 3 38 3 3 N Open Preserve 176 American Hornbeam Carpinus cerolfniana 3 28 3 3 N Open Preserve 246 Oregon White Oak Quercus genyana 18 0 3 3 N Stand Preserve 36 Red Maple Acer rubrum 12 254 3 3 N Open ? Darr DEMO 107 Bradford Pear Pyres calleryana 4 50 3 3 N Open Preserve 177 American Hornbeam Carpinus carolinlana 4 79 3 3 N Open Preserve 247 Oregon White Oak Quercus ganyana 16 0 3 3 N Stand Preserve 37 Red Maple Acer rubrum 12 283 3 3 N Open -Preserve- DEMO 108 Bradford Pear Pyres cafleryana 3 64 3 3 N Open Preserve 178 Chinese elm Lilmus parvifolie 3 95 3 3 N Open -Preserve- DEMO 248 Oregon White Oak Quercus gerryana 32 0 3 3 N Stand Preserve 38 Red Maple Acer rubrum 13 254 3 3 N Open rreasrve- DEMO # REVISIONS DATE 109 Sequoia Sequoiadendron giganteum 4 20 3 3 N Open Preserve 179 _ Chinese elm Ulmus parvifolia 3 79 3 3 N Open _-Preserve- DEMO 249 Oregon White Oak Quercus ganyana _ 33 0 3 3 N Stand Preserve 39 Deodora Cedar Cedrus deodare 28 1963 3 3 N Open Preserve- DEMO 110 Sequoia Sequoiadendron giganteum 4 20 3 3 N Open Preserve 180 Chinese elm Litmus parvtfola 4 113 3 3 N OPen -Prerseree, DEMO 250 Oregon White Oak Quercus garryana 42 0 3 3 N Stand Preserve 40 Norway Maple Acer platanoides 12 572 3 3 N Open Preserve Carting:, 111 Sequoia Sequoiadendron giganteumP �4 20 3 3 N Open Preserve 181 Norway Maple Acer plafanoides 2 50 3 3 N Open .eeer. DEMO 251 Oregon While Oak Quercus garryana 27 0 3 3 N Stand Preserve 41 Norway Maple Acerplatanoides 11 491 3 3 N Open Preserve 112 Sequoia Sequoiadendron giganteum 3 20 3 3 N Open Preserve 182 Cherry Prunus avium 5 79 3 3 N Open Preaewa- DEMO 252 Oregon White Oak Quercus ganyana 23 0 3 3 N Stand Preserve Shaping the Future 42 Birch Betula 4 95 3 3 N Open Preserve 113 Sequoia Sequoiadendron giganteum 3 20 3 3 N Open Preserve 183 Cherry Prunus avium 5 79 3 3 N Open Preserve- DEMO 253 Oregon White Oak Quercus ganyena 23 0 3 3 N Stand Preserve PORTLAND 43 Birth Betula 4 79 3 3 N Open Preserve 672D SW ILtACADAMAVE,STE200,P(a4TL4ND,O4 97219 114 Norway Maple Acer platanoides 3 38 3 3 N Open Preserve 184 Cherry Prunus avium 5 79 3 3 N Open -Preceive- DEMO 254 Oregon White Oak Quercus ganyana 22 0 3 3 N Stand Preserve 44 Birth Betula 3 50 3 3 N Open Preserve TEL(513)919-2500 FAX:(503)419-2600 115 Norway Maple Acerplatanoides 3 28 3 3 N Open Preserve 185 Chinese elm litmus parvltofia 5 415 3 3 N Open Prexr c DEMO 255 Oregon White Oak Quercus ganyana 22 0 3 3 N Stand Preserve www.cardno.cem 45 Elm Litmus americana 4 _ _64 3 _ 3 N Open Preserve 116 Sequoia Sequoiadendron giganteum 4 20 3 3 N Open Preserve 186 Chinese elm Ulrrlus parvifofia 5 314 3 3 N Open -Preserve- DEMO 256 Oregon White Oak Quercus ganyana 40 0 3 3 N Stand Preserve 46 Elm Litmus americana 4 133 3 _ 3 N Open Preserve 117 _ Sequoia Sequoiadendron giganteum 4 20 3 3 N Open Preserve 187 Incense Cedar Calocedrus decurrens 8 79 3 3 N Open -'reserve- DEMO 257 Oregon White Oak Quercus garryana - 18 0 3 3 N Stand Preserve 47 Elm Litmus americana 4 113 3 3 I N Open Preserve 11$ Sequoia Sequoiadendron giganteum 4 13 3 3 N Open Preserve 188 Sequoia Sequoiadendron giganteum 3 20 3 3 N Open -Preserve-- DEMO 258 Oregon White Oak Quercus garryana 26 0 3 3 N Stand Preserve 48 Elm Ulmus americana 5 113 3 3 N Open Preserve 119 Norway Maple Acer platanoides 3 20 3 3 N Open Preserve 189 Incense Cedar Calocedrus decurrens 8 79 3 3 N Open -Preees.o DEMO 259 Oregon White Oak Quercus ganyana 30 0 3 3 N Stand Preserve 49 Elm litmus americana 5 113 3 3 N Open Preserve 120 Japanese Maple Acer palmatum 6 79 3 3 N Open Preserve 190 Shore Pine Pinus contorts 13 177 3 3 N Open -Preserve- DEMO 260 Oregon White Oak Ouereus ganyena 32 0 3 3 N Stand Preserve 50 Cherry Prunus avium 6 177 3 3 N Open Preserve 121 Japanese Maple Acer palmaturn 4 50 3 3 N Open Preserve 191 Pin Oak Quer4rspekrshls 4 113 3 3 N Open Preserve 261 Oregon White Oak Quercus ganyana 20 0 3 3 N Stand Preserve 51 Cherry Prunus avium 6 177 3 3 N Open Preserve 122 Japanese Maple Acerpalmetum 3 50 3 3 N Open Preserve 192 Pin Oak Quercuspalusfris 4 113 3 3 N Open Preserve 262 Oregon White Oak Quercus ganyana 20 0 3 3 N Stand Preserve 52 Cherry Prunus avium 6 227 3 3 N Open Preserve 123 Bradford Pear Pyrus calleryana 4 50 3 3 N Open Preserve 193 Crab Apple Mafus syfvestds 9 177 3 3 N Open Preserve 263 Oregon White Oak Ouercus ganyana 40 0 3 3 N Stand Preserve 53 Chinese elm Litmus parvifolie 5 314 3 3 N Open Drowns 124 Bradford Pear Pyres calleryana 4 50 3 3 N Open Preserve 194 Bradford Pear Pyrus calleryana 2 20 3 3 N Open Preserve 264 Chinese elm Litmus pervifolia 4 227 3 3 N Open Preserve 54 Chinese elm Litmus parvifolia 6 227 3 3 N Open Preserve 125 Bradford Pear Pyres calleryana 4 50 3 3 N Open Preserve 195 Norway Maple Acer platanoides 15 660 3 3 N Open Preserve 265 Chinese elm Litmus parvifolia 4 227 3 3 N Open Preserve 55 Chinese elm Ufmus parvifolia 8 452 3 3 N Open Preserve 128 Bradford Pear Pyrus calleryana 3 28 3 3 N Open Preserve 196 Norway Maple Acer platanoides 15 491 3 3 N Open Preserve 266 Oregon White Oak Quercus gerryena 49 1963 3 3 N Open Preserve 56 American Beech Fagusgrend(ofia 5 154 3 3 N Open Preserve ry Appley, OpenTIGARD TUALATIN SD 127 _ Sweet Gum _ALJ utdambar s citlua 9 254 3 3 N Open Preserve 197 Bradford Pear calla aria 2 20 3 3 N Open Preserve 267 Crab Mafus sylvestris _ 7 177 3 3 N Preserve 57 American Beech Fagus grandifofia 5 95 3 3 N Open Preserve 128 Sweet Gum Lkluldambar styracMua 6 113 3 3 N Open Preserve 198 Bradford Pear Pyres calleryana 4 113 3 3 N Open Preserve 268 Crab Apple Males sylvestris 8 227 3 3 N Open Preserve TIGARD HIGH 58 American Beech Fagus grandifolia 5 95 3 3 N Open Preserve 129 Sweet Gum Liquidambar sfyraciflua 4 113 3 3 N Open Preserve 199 Bradford Pear Pyres calleryana 4 113 3 3 N Open Preserve 269 Crab Apple Mafus sylvestris 5 227 3 3 N Open Preserve 59 American Beech Pages grandifolia 4 _ 79 3 3 N Open Preserve 130 Sweet Gum Liquidambar styraciffua 6 314 3 3 N Open Preserve 200 Linder Tills americana 6 79_ 3 3 N Open Preserve 270 Crab Apple Mains sylvestris 5 227 3 3 N Open Preserve 60 American Beech Fagus grendAelia 5 95 3 3 N Open Preserve SCHOOL 131 Sweet Gum Liquidambar styrara7lua 5 113 3 3 N Open Preserve 201 Linden Ma americana 5 113 3 3 N Open Preserve 61 American Beech Fagus grandifofia 3 79 3 3 N Open Preserve 132 Sweet Gum Liquidambar sfyraciftua 4 113 3 3 N Open Preserve 202 Linden Tlia amencana 5 113 3 3 N Open Preserve Canopy Canopy 62 American Beech Fagus grandifoia 4 79 3 3 N Open Preserve 133 Sweet Gum Liquidambar sfyracfue 4 79 3 3 N Open Preserve 203 Bradford Pear Pyrus calleryana 9 177 3 3 N Open Preserve Stand# Tree Type Tree Species Avg.DBH (112) Preserved(f12) Comments 63 American Beech Fagus grandifolia 4 79 3 3 N Open Preserve 134 Sweet Gum [.igddenbsre 'mcieua 8 113 3 _ 3 N Open Preserve 204 _ Pin Oak Quercus palustris 9 177 3 3 N Open Preserve 1 Oregon White Oak Quercus ganyana 27 I 21,892 64 Incense Cedar Calocedrus decurrens 5 38 3 3 N Open Preserve 135 Sweet Gum Liquidambar sfyracillue 6 113 3 3 N Open Preserve 205 Bradford Pear Pyres calleryana 2 20 3 3 N Open Preserve 65 Incense Cedar Calocedrus decurrens 5 38 3 3 N Open Preserve 'THIS TREE WAS DEAD AND HAS BEEN REMOVED. 136 Incense Cedar Caiocedrus decurrens 11 201 3 3 N Open Preserve 206 Pin Oak Quercus palustris 9 491 3 3 N Open Preserve SEE ARBORISTS REPORT ON CONDITION. 66 Sequoia Sequoiadendron giganteum 8 79 3 3 N Open Preserve 137 Incense Cedar Caiocedrus decurrens 14 254 3 3 N Open Preserve 207 Bradford Pear Pyres calleryana 3 28 3 3 N Open Preserve 67 Sequels Sequoiadendron giganteum 8 _ 79 3 _ 3 N Open Preserve TOTAL EXISTING TREE CANOPY IN SQ.FT.= 82,860 SF - 138 Bradford Pear Pyres calleryana 7 201 3 3 N Open Preserve 208 Pin Oak Quercus palustris 5 177 3 3 N Open Preserve 68 American Beech Fagus grandifolia 4 79 3 3 N Open Preserve TOTAL EXISTING TREE CANOPY REMOVED IN SQ.FT.=13,036 SF 9000 SW DURHAM RD. 139 Bradford Pear Pyres calferyana 7 113 3 3 N Open _Preserve 209 Bradford Pear Pyres calleryana 4 20 3 3 N Open _Preserve 69 Knobcone Pine Pinus attenuate 5 95 3 3 N Open Preserve TOTAL EXISTING TREE CANOPY REMAINING IN SQ.FT.=69,824 SF TIGARD,OR.97224 140 Bradford Pear Pyres caileryena 12 133 3 3 N Open Preserve 210 Pin Oak Quercus palustris 6 113 3 3 N Open Preserve - 70 Knobcone Pine Pinus attenuate 4 79 3 3 N Open Preserve 141 Bradford Pear Pyrus cefferyana 7 201 3 3 N Open Preserve 211 Bradford Pear Pyres calleryana 4 79 3 3 N Open Preserve JOB NO: 13910.00 71 Douglas Fir Pseudotsuga menziesii 6 133 3 3 N Open Preserve 142 Bradford Pear Pyrus calleryana 7 154 3 3 N Open Preserve 212 Linder This americana 4 113 3 3 N Open Preserve 72 American Beech Fagus grendifotia 4 201 3 3 - N Open Preserve ISSUE DATE: JUNE 19,2018 143 Bradford Pear Pyrus calleryana 7 154 3 3 N Open Preserve 213 Linden Tills americana 5 113 3 3 N Open Preserve 73 American Beech Fagus gmndifoiia 4 I 201 14 Open Preserve Jurisdiction Stamp Area Paoli eI 4 Page 2 of 4 Page 3 of 4 Page 4 ale / J Z EXISTING TREE SUMMARY 0 . W 0 DBH = DIAMETER AT BREAST HEIGHT(4') w TREE CONDTION RATING: Et 0 - DEAD TO SEVER DECLINE W 1 - DECLINING I, Becky Strickler, attest that this Tree Preservation and Removal Site Plan meets PRESERVATION & 2 -AVERAGE the requirements in Section 10, part 1, of the City of Tigard Urban Forestry Manual. 3 - GOOD TO EXCELLENT �WREMOVAL DATA PRESERVE RATING: W L.Lr. 0 - HAZARD TREE, REMOVE r Ct1 - DEAD, SEVERE DECLINE, OR DECLINING. PRESERVE ONLY FOR WILDLIFE SNAG O 2 -AVERAGE HEALTH OR STRUCTURAL STABILITY, PRESERVE WITH TREATMENT. Becky Strickler, PLA 3 - GOOD TO EXCELLENT HEALTH, PRESERVE. Certified Landscape Architect: OR 759 LLI 1 .02 Date: 6/13/2018 L bassett/ I EXISTING SIGN NO PAEXISTIRGKING SIGN - SW DURHAM ROAD STORMWATER EXISTING SIGN ; architects EXISTING TREE, TYP. EXISTING SIGN - SOLAR POWER NO PARKING R.O.W. LINE PLANTER, TYP. /---NO PARKING NO PARKING MPH SCHOOL ZONE IMI \/�/\/' V N' NVV \/VV\/V VVVVVVVVVVVV'V V\/ VV VVVVVV V VVVV ■ VVVV \XVV\/VVVVV '.,4 - . • . . • // // // /. / / p V \/V V V '\/ V V V V V\/V V V V V V V V V V \/V V\/ V V V \/V V V V V V V 'c/ V V V V\/V V\.0\/V V V V V V\/V _• -' 4 ' .•,v . •//// .///////7 ,/////// Ci 0 0--- 1 • VVN/ VVVV V \/VVVV . V\/V.V\/• u\/\/,V\/,\/ \/VVv\/\/\/\/\/\/\ \/\ /\/\/N/\/\/\/\ �/\ •\/N/ -i.\/,N/�/'�./\''. \ ""\/. '\/N\.N • .4 a ' . _ - ..• A • : 4 ////.// j/. j�,> j%/. < ', 721 NW 9TH Ave Suite 350 •� �� .. .. Portland, Oregon 97209 _ .. ,• . . 6 340 9500 F 206 344 9519 1 q • q 4 a x / 4 f _ q ' ° - 4 - : - - v. • . • ° dd. s+I .a - - - • •. _,a .- v d y ¢/ - •. A. .• e d - `A 4 • ° • - - • V v ' vv 0 01v pv v , I + ; © XXX '�• - C7.- 0OOó 0O %O0 ` + , + r ' i l: v v- , • y 00% % SO ! r . v vvv • d1v •. „ j RELOCATED I I _ _ QQQ � ` + ' CIVIL ENGINEER 8� LANDSCAPE p 6: - . .� • . 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TIGARD,OR.97224 SW �) l JOB NO: 13910.00 - -_ •, --,..,!... m GENERAL LANDSCAPE NOTES: r ~ i °ll �°: _ ISSUE DATE: JUNE 19, 2018 - — �' — - :: 1'� 'i„i r- HIa \•,, ` IW +'. -, Jurisdiction Stamp Area 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER ;r" " tit ✓�� t; 4 t . " CITY OF TIGARD PLANNING DEPARTMENT. �_` �i�( %- '11111'111 I 2. ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. -:4.1 -•,`V \' I I J ,1k , �.- z 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION [ l( r ..,•%A. - —— sem-- SYSTEM WITH FULL HEAD TO HEAD COVERAGE. /1 L �,T ��~ �L w 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD .;v -. li rFOR NURSERY STOCK STANDARDS. - I� °I U — _ * � I Z 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL — I L ',/ n W SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVALIHAT DO NOT COMPLY WTH THE III 11 LANDSCAPE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT61 ..__ I W NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH II _ I PLANTING PLAN PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. I ;� ------- w W (71_j_. NW Ixct0 II; or u_KEY MAP 0 L3 . 00 SCALE: 1"=400' A MATCHLINE-SEE SHEET L3.00 A A. MATCHLINE-SEE SHEET L3.00 A tin y :: ,�. _ bassetti L, O I I �• ':7.-7' • •••�••_•'• T �. 1 - 1 y iJ . .� tomtt + wt ,<t . ♦ . r/ T' J►Fv•� ° ° ° � ° ° ° w°. ( O� (1 co O , �' ; ; F . } ; ;r_ „y \ ��O . t 1� r y +•_ •�_ •_♦_ eArld IC7WI V. 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CIVIL ENGINEER & LANDSCAPE • • W • v , v„, i/�� ._r1 vvv • v v Cardno °:F : _ L. // Vvv Dvv • -' \ . .d 6720 SW Macadam Ave Suite 200, /./ v c • ' +•a Portland, OR 97219 • i ° x ° x ( 110\#" T(503)-419-2500 �L p•.•O • //.�STORMWATER v c v v \ \ /, z ?;; vp- v /j� PLANTER v x c v x 1 a r A. / \ / / \ STRUCTURAL ENGINEER CV .*, p -/// v v v v `� // \ Catena Engineers v �> c • // vvv vvv1._?? \ / Cr) ; • � 1500 NE Irving Sl., Suite 412 :;; :/// IP : • • A. _ a / \ Portland,OR 97232 "r vOv /// vv vv . vvv • _ ..'`: v •� rc �' v Oo f / // / \\V : v / STORMWATER , O 7\ V : : . . l PLANTER 1 , - . - 7 v • v �� r+�+► w ° V - ° 7 V ° a•. 7: �" - °�V • v .0 h - " II t d., /// / / J MECHANICAL ELECTRICAL & vv : „ c w O �� n � I .. / �„ PLUMBING ENGINEER p e p ° $ 4 - fit ° v � e t a •t * ♦ Q ♦ t . *t • di,1.: `� .. .•• i ° qI, dit�*��F,► µf;4/M� . .Al) d�1.��►� +r.� . '��r'v�. ��. �« ,,,.b 1 % W Glumac .A.--,..: •� o \ �,• \ \� d ; . • 1r� 1 . //� ...- d / W 900 SW Fifth Ave.,Suite 1600 v �.I I L. 1111- LI , .Aig11�.. h� 1.f . / .�� / 2 Portland,OR 97204 •:▪. . 7 v IAC s _�, ,�� ` ' - . 4 ' ,.• ,.: =v v ,O c p p '�� ` �,. �� • I II • /7 ...\ // T(503227 5280 • - vvv ° V v vvv ( 1 • • • // LII FOOD SERVICE CONSULTANT ` • •.�v C7v ' vvv, " C7v � a :vv:Faikvyir:vvvvvvv v v v f : . .• dj ///�� // U} 1 ,,,..0,:-...,::.:.-....-..r ° v x //- \ / , Webb Foodservice Design 141CO 3700 SE Lafayette Ct. v ' v vvv v v • �I',/�. !� •d . • • /> \ // W Portland, OR 97202 + v v i 2\ v v v v c ��,r,'. e \ / zT(503}236-8566 vv �' v v v vvv v �`�"' v .A v 7 �• vv v •vc ^ ,� ,� • • .ems \ // �1 V VJ• ° -,�,V v v ° v v V / �� • - /* . •\ / = ACOUSTIC &AV CONSULTANT ▪ ' -v �� °. 7 �� . vvv vvv / / ° . ' / U The Greenbusch Group •a v �� vvv v v • / 1900 W.Nickerson St.,Suite 201 '-,• v • v • vv avv vvv / 7 Q ‘."---..„...1.... : v .OV 7vv . V V V '"Vv . . . ' r 0' • Seattle,WA 98119 �`/y�'V / .. 'a �' • . T 206-378-0569 /p• •r .,_' v v v • V V • • . • / I ▪ . . . a `\ . 4 y• . .• •• • dik, av /// °p °•° opo / d:- r . . •. a : a COST CONSULTANT •<:: • v •_ , ° /// 7 '�3• V ' � ' . •• ,'• : . ; .. '. : `, • Construction Focus :•;.:- •. , v v • v '//� v .. - - 740 Almaden St. 1 V V � - ' V %//i vQ'v ° x° _ • //.• 4 '. 4 • • • Eugene,OR 97402 - V '7 , '/// _ • I' 0 TIGARD HIGH SCHOOL T549�862031 ,� , vv o � , ° v vvv // • • .•.p••4�-° ///j V�•� / °�na5 ° :4. • '•° 0. 0T. 1 �/---- ..- / .a ♦ .A a. PORTS PLAZA, 1 . . r• ` //' p v ° ryj/,, �7 C7 p 1%4110+J11* 0J1*1014.4 if p / -- . -- • a a ! e \ /� ♦4 4 ' ° '�° STORMWATER /j/.� vvv ,� ' • • d 4 `0. \ lill' \\ �� vvv ' ° / 7.77 vvv • v • � / .. • • • . . � �,•.•�� I v v .- PLANTER //7 4.;p C ir v . 0. / .`d . .. . • •• - •• • •. , .•i•=-O °4V •• : . .. -/'', r---,,:)7,KO . 2//- 4 .• ji - v v ,7- . 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';• � � AREVISIONS DATE / v v v v v � V .• . vVVVvvVvi •// °v° °v / %/�� / _ • • p • . - vvv • - v v - • vvv vvv - - v r7 0O�J . •. . . . , vv u v vv.,/ • • •/ 7 vvvvvvvvv a•. ••/ . -AA; // ,/ - • p • v�•1tiww�. 4.y ty'wwt •'+tit d4.*'� 34.'~t #� ..d • • • • •• v, 1111 ° /// �� • �wti >fi ° * ; ink° ; F !i °�_fj J �� ' 7 _ _ d I V• � v�/�/ ▪ �/▪�/ 4,A.:01. •••••••• •• Cal, Carrina • 11.1 w �� 41441 v• vvvvv v v • • •zip, � \ Shaping the Fulure vv ' D �� 1 0 wttw wttr w o /.� a ° �I��h��'I��'w'` ��)�� w :4r ��`•i�0 �� i iv v v v f,t ° $ ° 4.1 F • ;illi.' +�\ .aI�- i.A� ve, p .• . .�• p • . • • V V V V 1' • V' • v ' �/v v�/v�/ �V • • PORTLAND FA. . v v v v v • , • v v v v v v v�, 6720 STE 200, ••a - - �ng&,-. �111►7 X1,4 ' - aE Att ar • vl • ••• • • TEL(WS)419-1500A1 FNL(.503)419-26w PORTLAND, R >OR 97219 - �• tww�* �� Air 0 v v p t.•�•• www.radno.can • DCDI� - Q • \ • .. . •• • ' %POO i - - `, v.cla 111/7-Tir.-..,' a'litfrl►�,��f�� O vv O ••41,I • d . i_� + v r �V�Jilr1 vvv . • J . _ �OA �•� - _ C, 7110 ,1/ , 7 611111,®o IR ,�•� a. - - - - - - - - - - _ _ - • r : . . ..w,: . p .� v MONUMENT BOULDER �� ► 440 41 : `� RELOCATE TO THIS AREA \. 4.0 ittroi\ r a- a• :- 4 p.• = - SEE DETAIL$ SHEET L3.04 0O / 44 \\72 Ilk . ....- .. air w•• '''...../.• `.. ...-k:..";.7.• . • -• . \ 42),,.......•••••'..- ' \ :, • •. Ok TIGARD TUALATIN SD Ckk \ �� ; � • TIGARD HIGH ,,:\,:::„..,:.,...- . •;:....,.......� - 4 40SCHOOL 14 \II° . g : .- O. FOR PLANT MATERIAL LEGEND, SEE SHEET L3.03 ;< = : :• . ' - � FOR PLANTING DETAILS & NOTES, SEE SHEET L3.04 d • \ • a 9000 SW DURHAM RD. R.O.W. L NE d - �, • - ARTIFICIAL TURF .7. •. •• 4 11110\ TIGARD, OR.97224 • 4 ATHLETIC FIELD �/ JOB N0_ 13910.00 1 •e .. .d• _ I I I: -- Jjj aw DURHAM 4 • CONCRETE • a .-----..:• - - � RD. _ ISSUE DATE: JUNE 19. 2018 1 \ . E:- U"\ ry Jurisdiction Stamp Area ri. i l:�/ �� 7iT i; '• 100 r� /�# 4.•L 0 SCALE:1•=20' E I ��•, W0,,GENERAL LANDSCAPE NOTES: O _ ' . , ; 20 10 0 20 - LU J I iI 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER Q I / o• I I Z CITY OF TIGARD PLANNING DEPARTMENT. I UJ 2. ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. - I' LL LANDSCAPE 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION II LLI I �� I u_. PLANTING PLAN SYSTEM WITH FULL HEAD TO HEAD COVERAGE. I � � W SW 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD ---'t FOR NURSERY STOCK STANDARDS. _- - _ N 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL O SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT ^ . SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE , I.L. DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT KEY MAP 01 NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH '' '''') L PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. SCALE: 1•=400' A MATCHLINE - THIS SHEET • - - ..// 444 ri44i46444�• basso/Hifi/ .q �yrti'N�,?If�rr<p#r,Mi \• •t'<♦r.'r#.'r+r.'e1re+rr<r'�'C•♦'r:•. EXISTING SIGN - CROSSWALK SCHOOL ZONE • \ +.+:iii<<<ri'1+ei#♦ei��S�♦'�f�'♦poi s 4. ° �•• ' •� `•':O�:e��•,;',♦r:�,4�',•r:,',+r:�,• (TO BE RELOCATED) a s. 144 rip�47�+fi.+r7%13, e a /i • : + • tf4r�•+rr.+4-,<i,4434�rr;s'k�;. EXISTING SIGN SW DURHAM ROAD architects a. //. a,; rei+Nf�+ri,.+�+r%�rH�'�r<I�44+4,<s. N O PARKIN G . \ • .- 4 --/ ,<4<7i r4.,fir,e4► ,4 41 v •a • .' a .3.444.44.1.4Ve rI4r414 tIr, i:s - _ I \+ '/' • 4' '• - 44+4 elite"10+rip+.44+04.' _ ..44... 4 4 •.+ 4 - iIIIOI<Ipj�N�Y•Np+rrfr+trp�i - . . . � •• �' . ' •- ,a .•. .• 4�.4j. - , 'ire%S+<.•i<j✓�rj�♦%i+�% 0 VI//�/ / // // ' //, .//, -2././•7Y. 5, ./ � '`•� . - .a ,, / /2 // /://'/-2/.. // S. . . _ •� .fir<♦e+<rrree r.rrr,rr, ' ///////ice // /�/ /i. �j/ • O r / i ♦,4 rr<#ef,Q.,,#er,•frf,+ter , , / • • - ' • d A. .�' • '••i4�'�.�,404.1143, , .• - - - .• • -. • - • ,a ,- 721 NW 9TH Ave, Suite 350 a e'. 101.441410,40344'.. . •• ' d ♦' a +.•' �Vr, . - .. . . . •' . � 1 �[/'�Jn Portland Oregon 97209 Ilk .4 • • • • • _ 9 �' • 'el. �;,, +f♦•.; ��GI♦rl,j+frfj+refjrefj+N�. D •r • ,C a a • If:.erjrfey!; •y p .-'jrr�.rj+f%j#i'<Ifjr<Ipj+<# •' • - ... - - T (206) 340 9500 F (206j 340 9519 • \ 4 ' � ,fr ,<, . .orf+ftptre14,•rtp rtrr,#�•< STORMWATER ]) _ • - ` , a., ,�;ip,r,,,ff+t,,r fr,f,,,, - ii-- �� ••„ Fl..1M.e • _ ./"•' - ',` d �� 't J _ e.. - \ +: fe sip - �'I<P4**4•�fj4044I#� a.. 4 • + • d Ia e d •` • • d - • qI It � PLANTER TYP. •• .! rd . .. a • A + • • :_ • . .. .a p :a�. 14 1,4e • a. E ':..f '� • • Q i �r • Ir#rL'�#'AI?iOf4,�j'#I<Ir<+#i .. - ev I .a I - n ' " �.(♦ i, i • r♦ ♦ y n. i..�� • T • .. < , "•r�rs'*rp rrrrrrr,•frr,#r�.•, x p,©t ,x'xx x x , �� ,x',x , ive Q `�/u v u vu �/�v�/u u uv �. ° • CIVIL ENGINEER 8� LANDSCAPE i'. • , �fif�arff�#f,�#i,�+frp�•firi r©�© �'�' +'' + + + •••• ,A....._ + t ' ©©~© + + I �/�/�!�/�/ �/ �/�/ �`✓\/ �/ ,! sr ri ri et ri ri r' 6v"}°#°�4� ,•f+.r`•a.. h :j♦<I+j#�f�rp♦�ef�♦def♦reP . . ,. . 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C .'4' a , .4i<Gi<4i 441 P1fi<4i e4r 14411fr 11fi 444 f4i.44 444 w C ► .� • •:j ° t$44% ;1tir1ti11tip+tsp,3rtrtit13s11/trllir,ti:4 r - 4e. � �/a e a ° I T206-378-0569 • 4-o+t 40 o4;.44 e444S4I404-``4$742`4i,'�74+ei#,r • ' • " • • ' " l i1 ,4:40444.4,.,..7..40.4.4.4.$,,,44.4 ..,•<i $♦e1<ie� . 1 t4 r4 ti 4+4 fi- • L 1 • .• • 14.4.1.40•444$4'40.044.0:0•44' 44.4.1•'�_C41�'rf•4 4$4,4<i 4►.44,% 1 ►•44I�- • _ a , .• • e 4 4 a ° 4 a 11 e a ' ••• r"4V$41 41'444'•44.4444;'4.0.4. .. .. d + ` 1,41:41401:49404441Y4t1 .,"I 111te . •'• COST CONSULTANT • A ' a' • • a 4 a .a F- - Construction Focus • \.. :��pir�p�+r4pj4tiy.44+t�• - '. . / • d z +. .: ' 'a a 444+�4 p'�4i.,'•4.f4 + . .. �O �4iff+rif�4 d '� • 4 • .• . .a m 740 Almaden St. II\ . ,,..4,; r7. .,f fr♦rrrtr + a d a • d Eugene,OR 31402 •`° \.\. ■'+r ' :: TIGARD HIGH ° 4a dd . :d . // . /• SCHOOL•41& ° a 4 q a C/ • COURTYARD BASE BID - BARK MULCH STORMWATER u %. ji rl •y �a d PLANTER ••,� •' A MATCHLINE - THIS SHEET (,,G) s AX„,, REVISIONS DATE A - T - ../- Ca rrdna / Shaping the Future // PORTLAND' 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 \a TEL:(503)419-2500 FAX(503)419-2& d ♦• j4 : d \\to d. • - STORMWATER • ,' :i. thea'4' ' ; .. • • • IA6\1 PLANTER, TYP. - 1.4i. 4 ' .... V MATCHLINE - THIS SHEET - :� l "1' - ' / •. `',.� , TIGARD TUALATIN SD + TIGARD HIGH J \`,� :� SCALE: 1".20' LU _ .• . SCHOOL LU °• °• 20 10 0 20 • d W LU - ' ; , ,',•:_ • : �_ . a FOR PLANT MATERIAL LEGEND, SEE SHEET L3.03 cn / ,,' LANDSCAPE PLANT MATERIAL SCHEDULE bassetti („0„.... ___.„ SYMBOL STREET TREES architects ITEM SIZE QTY. COMMENTS Q QUERCUS GARRYANA 1.5" CAL. ,c LD REFER TO DETAIL 4 /SHEET L3.04 OREGON WHITE OAK B&B MATURE: 65' HT. /50'WD. + CERCIDIPHYLLUM JAPONICUM 1.5" CAL. 10 PNW NATIVE 721 NW 9TH Ave, Suite 350 REFER TO DETAIL 4/SHEET L3.04 Portland Oregon 97209 �� KATSURA B&B MATURE: 40' HT. /40'WD. MED. STATURE g FALL: YELLOW TO APRICOT ORANGE T (206) 340 9500 F (206) 340 9519 SITE TREES ITEM SIZE QTY. COMMENTS ACER RUBRUM 'OCTOBER GLORY' 1.5" CAL. 20 REFER TO DETAIL 4 & 5/SHEET L3.04 CIVIL ENGINEER & LANDSCAPE OCTOBER GLORY MAPLE B&B MATURE: 40' HT./40'WD. Cardno 1\ FALL: REDDISH PURPLE 6720 SW Macadam Ave Suite 200, iii + GINKGO BILOBA 1.5" CAL. 14 REFER TO DETAIL 41 SHEET L3.04 Portland,OR 97219 GINKGO B&B MATURE: 60' HT.I 45'WD. T(503)-419-2500 ` 11 II I�� FALL: YELLOW (1 ACER MACROPHYLLUM 1.5" CAL. 8 REFER TO DETAIL 41 SHEET L3.04 .--\-"\ IN''Z." 4\.: 7� BIGLEAF MAPLE B&B MATURE: 60' HT. /50'WD. STRUCTURAL ENGINEER PNW NATIVE Catena Engineers 0 PINUS PONDEROSA 6' HT. 4 REFER TO DETAIL 3 I SHEET L3.04 1500 NE Irving St., Suite 412 PONDEROSA PINE B&B MATURE: 100' HT. /40'WD. Portland,OR 97232 �� PNW NATIVE T(503)467-4980 0 ! � . QUERCUS GARRYANA 1.5" CAL. 6 REFER TO DETAIL 4/SHEET L3.04 MECHANICAL ELECTRICAL & \„,, , ,,„\W OREGON WHITE OAK B&B MATURE: 65' HT. /50' WD. PNW NATIVE PLUMBING ENGINEER o ABIES GRANDIS 6' HT. 6 REFER TO DETAIL 3/SHEET L3.04 Glumac `�` GRAND FIR B&B MATURE: 150' HT. /40'WD. PNW NATIVE 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 + cN CORNUS NUTTALLII 1.5" CAL. 3 REFER TO DETAIL 4/SHEET L3.04 T(503)-227-5280 PACIFIC DOGWOOD B&B MATURE: 40' HT. /40'WD. 1114- PNW NATIVE FOOD SERVICE CONSULTANT ZELKOVA SERRATA 'MUSASHINO' 1.5" CAL. 27 REFER TO DETAIL 4 & 5/SHEET L3.04Webb Foodservice Design �� MUSASHINO COLUMNAR ZELKOVA B&B MATURE: 45' HT./15'WD., FALL: YELLOW 3700 SE Lafayette Ct. CERCIS CANADENSIS 1.5" CAL. 4 REFER TO DETAIL 4/SHEET L3.04 Portland,OR 97202 EASTERN REDBUD B&B MATURE: 25' HT./25'WD. T(503)-236-8566 j FALL: YELLOW - *.tirie EXISTING TREES TO REMAIN, EVERGREEN&DECIDUOUS SEE TREE PRESERVATION & ACOUSTIC &AV CONSULTANT CONTRACTOR TO PROTECT WITHIN DRIP LINES REMOVAL PLANS The Greenbusch Group 1900 W. Nickerson St., Suite 201 SHRUBS & ACCENTS Seattle - 98119 T 206-3788-0569 ITEM SIZE QTY. COMMENTS 0 ABELIA X'ROSE CREEK' 3 GAL. 140 REFER TO DETAIL 2/SHEET L3.04 COST CONSULTANT ROSE CREEK ABELIA 4' O.C. MATURE: 2-3' HT. / 3-4'WD. Construction Focus FULL SUN TO PART SHADE/ EVERGREEN 740 Almaden St. O BERBERIS THUN. ATROPURPUREA NANA' 3 GAL. 93 REFER TO DETAIL 2/SHEET L3.04 Eugene,OR 97402 CRIMSON PIGMY JAPANESE BARBERRY 4' O.C. MATURE: 3' HT. /4'WD. T 541-686-2031 �'0", FULL TO PART SUN 3 o 2 CEANOTHUS X'BLUE SAPPHIRE' 5 GAL. 74 REFER TO DETAIL 2/SHEET L3.04 %'"" BLUE SAPPHIRE CEANOTHUS 6' O.C. MATURE: 2-4' HT. /4-6'WD. ED PART TO FULL SUN / EVERGREEN COTONEASTER DAMMERI 'LOWFAST' 5 GAL. 45 REFER TO DETAIL 2/SHEET L3.04 BEARBERRY COTONEASTER 6' O.C. MATURE: 1-2' HT. /6'WD. O FULL SUN /EVERGREEN FATS/A JAPONICA 5 GAL. 5 REFER TO DETAIL 2/SHEET L3.04 JAPANESE FATSIA 6' O.C. MATURE: 7-8' HT. /6'WD. PART SUN, FULL SHADE/ EVERGREEN 0 MYRICA CALlFORNICA 5 GAL. 25 REFER TO DETAIL 2/SHEET L3.04 PACIFIC WAX MYRTLE 6' O.C. MATURE: 8-10' HT. /6'WO. SUN TO PART SHADE / PNW/ EVERGREEN a REVISIONS DATE O MISCANTHUS SINENSIS 'LITTLE KITTEN' 2 GAL. 126 REFER TO DETAIL 2/SHEET L3.04 LITTLE KITTEN MAIDEN GRASS 2' O.C. MATURE: 3' HT. / 18"WD. FULL SUN I EVERGREEN (111) Caren 0 0 NANDINA DOMESTICA 'FIREPOWER' 3 GAL. 175 REFER TO DETAIL 2/SHEET L3.04 Shaping the Future FIREPOWER HEAVENLY BAMBOO 3' Q.C. MATURE: 30" HT. / 30" WD. PORTLAND SUN TO PART SHADE / EVERGREEN0 srmswnracaoarorAVE,s aoo,PORTLAND,OR 9/219POLYSTICHUM MUNITUM 3 GAL. 6 REFER TO DETAIL 21 SHEET L3.04 TEL(503)419-2500 FAX(503)419-2600 SWORD FERN 4' O.C. MATURE: 3-6' HT. /3-6' WD. /PNW , <sercano , 0 FULL TO PART SHADE / EVERGREEN PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GAL. 116 REFER TO DETAIL 2/SHEET L3.04 OTTO LUYKEN ENGLISH LAUREL 6' O.G. MATURE: 3' HT. /6'WD. SUN TO PART SHADE/ EVERGREEN OSARCOCOCCA HOOKERIANA VAR. HUMILIS 5 GAL. 4 REFER TO DETAIL 21 SHEET L3.04 HIMALAYAN SWEET BOX 6' O.C. MATURE: 2' HT. /8'WD. FULL TO PART SHADE I FRAGRANT/ EVERGREEN GROUNDCOVERS ITEM SIZE QTY. COMMENTS )V V v o ARCTOSTAPHYLOS 'EMERALD CARPET' 4" POTS 12,633 SF REFER TO DETAIL 1 /SHEET L3.04 EMERALD CARPET KINNIKINNICK 3' O.C. 1,620 PLANTS MATURE: 1' HT. /3-5' WD. FULL SUN / EVERGREEN 1•i•••••••• i FRAGARIA CHILOENSIS 4" POTS 1,650 SF REFER TO DETAIL 1 /SHEET L3.04 TIGARD TUALATIN SD COAST STRAWBERRY 18" O.C. 845 PLANTS MATURE: < 6" HT. /3'WD. FULL SUN / PACIFIC / NATIVE TI GAR D H I G H ..,.. PACHYSANDRA TERMINAL/S 1 GAL. 3,003 SF REFER TO DETAIL 1 / SHEET L3.04 JAPANESE SPURGE 3' O.C. 385 PLANTS MATURE: 6-12" HT. /6-12"WD. FULL TO PART SHADE 1 EVERGREEN PT 303 SUN MIX SEED 23,360 SF REFER TO NOTES SCHOOL BY PRO TIME LAWN SEED 7-10 LBS. / 1,000 SF 230 LBS PERENNIAL RYEGRASSES, CHEWINGS FESCUE MISCELLANEOUS ITEM SIZE QTY. COMMENTS ''\/ EXISTING LANDSCAPE TO REMAIN PROTECT 3' BARK MULCH TREE PROTECTION SW DURHAM RD. 9000 Fs' ORIENTATION IN DIRECTION OF TYPICAL MOWING TIGARD,D,OR.97224 JOB NO: 13910.00 ISSUE DATE: JUNE 19, 2018 STRUCTURAL INFILTRATION PLANTER PLANT MATERIAL SCHEDULE Jurisdiction Stamp Area SYMBOL ZONE A-HERBACEOUS ITEM SIZE QTY. COMMENTS --- JUNCUS PATENS 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET L3.04 SPREADING RUSH 1' O.C. MATURE: 1'-2'HT. /CLUMPING Z PART SUN 1 MOIST/MASS 0 CAMASSIA QUAMASH 1/2 GAL. 568 REFER TO DETAIL 1 / SHEET L3.04 COMMON CAMAS 1' O.C. MATURE: 24" HT. W SUN TO PART SHADE I WET/ MASS /j�! CAREX OBNUPTA 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET L3.04 4,900 SF SLOUGH SEDGE 1' O.C. MATURE: 2' - 5' HT. /SPREADING 7 5,635 PLANTS SUN / MOIST/ MASS L DESCHAMPSIA CESPITOSA BERINGENS1S' 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET LS2 w TUFTED HAIRGRASS 1' O.C. MATURE: 0.75 -4' HT. CC LANDSCAPE SUN / MOIST/MASS - SYMPHYOTRICHUM SUBSPICATUM 1/2 GAL. 567 REFER TO DETAIL 1 /SHEET L3.04 LLU PLANT LEGEND DOUGLAS'ASTER 1' O.C. MATURE: 3' HT. Q SUN/MOIST/MASS w CORNUS STOLONIFERA 'FARROW' GAL. 14 REFER TO DETAIL 2 /SHEET L3.04 +' ARCTIC FIRE RED TWIG DOGWOOD 4' O.C. MATURE: 3-4' HT. /3-4' WD. (t SUN TO PART SHADE NOTE: MASS PLANT EACH SPECIES IN EQUAL DISBURSEMENT IN PLANTED AREA SHOWN. 12 0 11_ L3 . 03 TREE INSTALLATION STEPS: 1. WHILE TREE IS OUT OF THE HOLE • REMOVE WIRE BASKET COMPLETELY. bassett,• LOOSEN TWINE FROM ROOTBALL AND 011t P • REMOVE COMPLETELY. architects 2. PLACE TREE IN HOLE. -t- r ,tc 3. UNFOLD BURLAP AND CUT AWAY9t•_T 4 AT LEAST 3/4 OF BURLAP. �`" 4. BACKFILL TREE ROOTBALL WITH *---*:1%,._.A. �' -.--) APPROVED AMENDED SOIL. r i�1 -4, k- • 721 NW 9TH Ave, Suite 350 „ '° ~* I �; ;,- Portland, Oregon 97209 ;, ��. �,, T (206) 340 9500 F (206) 340 9519 0 t,INSTALL BARK MULCH IN 3' DIA. ° 0 44 . +`s` Q REMOVE CONTAINER FROM PLANT AND { ,- " SAUCER. SAUCER SHALL BE n ° ,I • SCORE ROOTBALLS TO LOOSEN ANY -: '` *` yi ► 3/4"WIDTH PLASTIC TREE CAL.A . ... •i. •1$ ' SOAKED WITH WATER AFTER '. �I �P ° ROOTBOUND ND MATERIAL PRIOR TO M `''V., ' �,� r A - .:,;: TIE CHAIN LOCK OR PLANTING. egi' {� - • o INSTALLATION. = , yn .. APPROVED EQUAL GENERAL PLANTING PLAN NOTES: CIVIL ENGINEER & LANDSCAPE /\%....... INSTALL BARK MULCH IN 3' DIA. • !I•" �� SAUCER. SAUCER SHALL BE �'` � '` L/- 2"x2"WOOD STAKE DRIVEN 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6" BELOW 6720 SW Macadam Ave Suite 200, • OJ FINISH GRADE o• . BACKFILL WITH TOPSOIL.AMEND SOAKED WITH WATER AFTER V,-441i.' , � -- 18"BELOW UNDISTURBED BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO Portland,OR 97219 •� �� • ° TOPSOIL PER LAB ANALYSIS AND PLANTING. "'� SOIL AND LONG ENOUGH ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. PROJECT SPECIFICATIONS. TO SECURE LOWER 2/3 OF T(503)-419-2500 EQUAL It , �, TREE TRUNK FROM SWAY. 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL STRUCTURAL ENGINEER _., �,`�'`��'�'�� '�� „ _ FINISH GRADE =111=111= 1 I �/ 11I I I 1 III=1 I 1 UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS I1=111=1 i-I I { 1=-111=-11 1-=111= ,,,;,,,,\,, „,, ,, v 7:.7,;x, _ _ AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. Catena Engineers 111-1 1 /�1 III-111-1 I!=1 I I _ 1500 NE IrvingSt., Suite 412 I 111-111 \ I 1=f 1 I-� -111=111-1 1=1 �� 1=111=1 1=-I 1 THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO ALL GROUND COVER SHALL BE PLANTED AT EQUAL l' '` 1=I I 1=1 I=111 III-I}I-� �- Portland,OR 97232 -1II= 6" �. // \ 6" IIIIII - 1� CONSTRUCTION.TRIANGULAR SPACING PER ON CENTER SPACING AS 11-1 ' ! ‘ ' 1-111=1 :I 1-1I1 fl �� 111 I I BACKFILL WITH TOPSOIL T(503)-467-4980 MIN. • �/ r/� MIN. ---_ 111 �� \ s =J1 - SPECIFIED ON PLANTING PLAN. HE -111- -III // I \` 111=11 TO MINIMUM DEPTH OF 18". 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. I1III -I - I - 111-11 SCARIFY 4" DEEP :H 11I 12" t , ` I I-I I1- AMEND TOPSOIL PER LAB DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. MECHANICAL ELECTRICAL & 7.11I1 =111=111=111_ - III-III- AND RECOMPACT v �� PLUMBING ENGINEER LOCATE GROUND COVER ONE HALF OF SPECIFIED - - - - :111E11 +f , 11- SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR 1 -11{-111-111-111-111-111-111-111-111"'1 ISI I1I I=1 MIN' III - MI 11=11 ANALYSIS AND PROJECT VERIFY LIMITS OF WORK BEFORE STARTING. 111- -III III=1 = 111 ti= SPECIFICATIONS. Glumac OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. =11- 1=111 ` `� - E1--1 -111= 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES 900 SW Fifth Ave., Suite 1600 111;-11'- 1=111=111=111=1 WITH PLANS TO THE LANDSCAPE ARCHITECT. Portland, OR 97204 BACKFILL WITH APPROVED TOPSOIL. AMEND TOPSOIL -i 11-11 l- PERTHE LAB ANALYSIS. SCARIFY 4" DEEP T(503)-227-5280 AND RECOMPACT 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. FOOD SERVICE CONSULTANT 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT Webb Foodservice Design MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS 3700 SE Lafayette Ct. Portland, OR 97202 40 GROUNDCOVER SPACING DIAGRAM 0 SHRUB PLANTING ID EVERGREEN TREE PLANTING SHOWN. T(503)-236-8566 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE ACOUSTIC &AV CONSULTANT STREET TREE 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO The Greenbusch Group ROOT BARRIER REQUIREMENT: PLANTING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES 1900 W. Nickerson St.,Suite 201 TREE INSTALLATION STEPS: INSTALL 18"X 15' ROOT BARRIER* (BUMPS OR DEPRESSIONS)& EXTRANEOUS MATERIAL OR DEBRIS. Seattle,WA 98119 1.WHILE TREE IS OUT OF THE HOLE: WHERE ANY TREE LOCATION IS WITHIN (De ° T 206-378-0569 • REMOVE WIRE BASKET 5'OF ANY HARD SURFACE PAVING OR ' w 0 0 3" MULCH 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE COMPLETELY. o UTILITY BOX. INSTALL PER 0 0 OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON • LOOSEN TWINE FROM ROOTBALL ° NOTES: o LI - TOPSOIL COST CONSULTANT • 0 MANUFACTURER'S RECOMMENDATION. ft ` +� THE PLANS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND ° • PLACE MULCH 3" r / o Construction Focus AND REMOVE COMPLETELY. `� • °• AWAY FROM TRUNK. 0 �� , o �I AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY 2. PLACE TREE IN HOLE. 0 �11 1� *APPROVED ROOT BARRIERS: 0 " SHALL GOVERN. 740 Almaden St. Iii o • TOPSOIL DEPTH TO o ;.,,. Eugene,OR 97402 3. UNFOLD BURLAP AND CUT AWAY 41 ° DEEPROOT UB 18-2 BE A MINIMUM OF 18" ° • • �� TOPSOIL NOTES:AT LEAST 314 OF BURLAP. , oo ° �� NDS EP-1850 IN PLANTER ISLANDS. �~ 0 III 11_ay,: ;"•a. 10. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER T 541-686-2031 4. BACKFILL TREE ROOTBALL WITH • imp OR EQUIVALENT • SEE STAKING DETAIL �� . 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE AND DRAINAGE SYSTEMS. APPROVED AMENDED SOIL. �� ' FOR STAKING IN 011VP:3•:-. -.� ` TOP OF BARK MULCH NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE o `. • PLANTERS. • • TO BE 1" BELOW BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. AMENDED 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE 0 BACK OF CURB. TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO • pp_€ AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. - �� o DEVELOPMENT. _ e'� ' ° NOTE"A": • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL&TILL IN 2" 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR DO NOT CUT ° G +, G 0 LANDSCAPE MOUNDING LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE COMPACT TO 95%. CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 3/4"WIDTH PLASTIC TREE • • HEIGHT VARIES BASED ON • PROVIDE MIN. 12" DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. MAIN LEADER O h�� TIE - CHAIN LOCK OR - �. I- APPROVED EQUAL. PLANTER WIDTH AS FOLLOWS: • PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL o ' ----..,._-,-----.....i. • -�- �� - o MOUNDING REQUIREMENT. PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN 0 o 0 TREE PLANTING - ; �' o INSIDE MOUNDING COMPLETED BY THE CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER l 4 o REFER TO PLAN FOR LAYOUT PLANTER HEIGHT 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, REVISIONS DATE INSTALL BARK MULCH IN 3' DIA. fi 6' MIN. BRANCHING BARK MULCH LAYER 3" DEPTH WIDTH WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO WHICHEVER IS LONGER.WARRANTY ALL PLANTING FOR A PERIOD OF ONE (1)YEAR FROM A SAUCER. SAUCER SHALL BE HEIGHT -- 6' MIN. 3'-4' 3" DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE THE DATE OF ACCEPTANCE. SOAKED WITH WATER AFTER BACKFILL WITH 18"OF TOPSOIL. = BRANCHING CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING (-17) Ca1'Idno PLANTING. 2"x2"WOOD STAKE DRIVEN AMEND TOPSOIL PER LAB 7 HEIGHT 5'-9' 6" THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP. AFTER RECEIVING 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC Shaping the Future ANALYSIS AND PROJECT RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS AMENDMENTS AND FERTILIZER. PORTLAND 18" BELOW UNDISTURBED -' 10'-20' 9" SPECIFICATIONS. +t 672JSWMACADAMAVE,STE200.PORTLAND.OR 97219 FINISH GRADE SOIL AND LONG ENOUGH REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO _ AsserAnii�_ TEL:(503)419-2500 FAX:{503)419-2600 -111=111---• - "moi' 1-111-11 r TO SECURE LOWER 2/3 OF CURB ,� WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. 15. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE 1,- ,111411-E111 lima I-I TREE TRUNK FROM SWAY. ' - - - GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW IL PAVEMENT 'f �� tea. ` ,-VARIES-SEE NOTE 'A'ABOVE III-IIII 1=1 I 1-'''- �� -111=1 111- - 1 i i=111_ 1 i-i 'y,;�J,,� I I I-1 13. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB ANALYSIS RECOMMENDATIONS. tasveettetteeett. 1 I-111=i1II- '�J,+si�lrr f 11-I i 1=1i!i',:=IIi 12' 12" 11.=1 „4;;,, , ! - RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS J \` �" I II-If 1= 1I-� �' -111=I I -111 ± = ALONGWITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#7 16. CONTRACTORSHALLOBTAIN WRITTENAPPROVAL FOR ALL PLANTMATERIAL III= MIN. � ' MI 111- . �� :�� y��- __Ill t/ Gt� II-II BACKFILL WITH TOPSDIL : iei 111-I I -1 I I.��f��ii�i� \-;_h11:11111 ��r�111I 11 11111 �� BELOW. SUBSTITUTIONSFROM THE LANDSCAPEARCHITECT90DAYS PRIOR TO INSTALLATION. =1 1-1 �' " �ei�, 1-1 -1Ll., �S iTi,i� ��.� _ ��'1 II TO MINIMUM DEPTH OF 18 . 404,00444$ � _ /i\r\ i� �►� e44*•• e PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH ., E1 11- 1-1 _111= - 1 11- r��oi��o�E��e►i�.��oi I i l-I I �� i��%�� / �i`��il 1 I 1�ei�r��+ri�.�t�� -111 - =1 111-111-1 X111 AMEND TOPSOIL PER LAB ��`��+ k-I f.�,. .�%'��!�%�i ��%��%� 4� I I � �'► .�� 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY AS DETERMINED BY THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT III-III=1 I 1F-7111411_ 11E1 ANALYSIS AND PROJECT ei�44•#+4144+4 404447`.��44,14��4,44��•$4,�4�,4�.0$�i, #14.41" eia THE SOIL ANALYSIS)OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH SCARIFY 4" DEEP 1=111= -111;411. SPECIFICATIONS. �'� ''� e.,► �� MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9" OF AMENDED PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. AND RECOMPACT - RE COMPACT SOIL TO 95% RELATIVE COMPACTION. IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT AGREEMENT. 17. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED,THE GENERAL CONTRACTOR WILL BE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' DECIDUOUS TREE PLANTING 410 SOIL MOUNDING IN PLANTER ISLAND ACCORDINGLY. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE 4 WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR PLANT MATERIAL (AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4" POT TIGARD TUALATIN SD SCALE: NOT TO SCALE SCALE: NOT TO SCALE MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO ONE GALLON CONTAINER, 2" CALIPER TREE TO 2.5"CALIPER). EXTRANEOUSTO 7.0, FREE OF ES INCH OR LARGER IN ANY ON, AND ANY OTHER MATERIA S1(ROCKS STICKS, RUBBISH, OD) HIARMFULL TO PLANT GROWTH. 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO TIGARD H AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, S C H o o L 6. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO STATE ORGANIC MATTER, INORGANIC MATTER(SILT, CLAY AND SAND), DELETERIOUS IMPLEMENTATION. MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL / BOULDER ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT"I.E. 2 LBS OF 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN 15-15-15 PER 1000SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS 9000 SW DURHAM RD. DAYS PRIOR TO MOBILIZATION. TO GROW (EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS TIGARD,OR. 97224 DETERMINED BY THE OWNER, NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE 2/3 HT ? 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR CONTRACTOR AT THE CONTRACTOR'S EXPENSE. JOB NO: 13910.00 FINISH SHALL ADD 1 PART(2 " LAYER)OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED GRADE TOPSOIL. SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD 20. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO ISSUE DATE: JUNE 19, 2018 DEBRIS)TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, =I I mm 1L% ' MIXING. ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. Jurisdiction Stamp Area 1-11 =111-1 l 1E111_-=- 1H i-111=111=11' 1/3 NT _-111--11�-` >--‘- �--111-111--111 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED 21. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING ›- 111=111-1 I +♦+►`• v 4•o• 111-III=111 AREA TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: =11 =111=111= A• • = O�I I-111= 11= .....I '11____E-4-=-_-1--= 11=1 ). • 0 - - r � w� -.., -i 1 1=1 I--i11=i' DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT 7 711 =111-11i-111-Ili i I r= �� o w'�o '6. --1\--2(--)111f4.11".411;6. T-1 -11H1 1 I-I 11- WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT L '--111-11I 11-1 I I-1 11-I I I-, ~,��~�~ til,~O +err - i-111-=111-111=111- WEED GROWTH. SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP C. WET WEATHER: SATURATED SOIL -111-1111 11 - • i�r • • -II 11-I 11=I I I-i 11=111=1(1-1 0 _ _ _ _ - 11=11=1 _ _ _ _ -_ 1 OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER. PLACE REMAINING HALF OF THE D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. III- �- 1-1 I I- I I-I I-III-1 - I-I l I-I I I�I I I-I 1 I-111=11 hI 6" PEA GRAVEL - = 1H111-111-111111 WI 1 1 I--1 I I 111-=1 I1 i 1-111=i I I i 1= i i,=i 11111=1 l ii=11' PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND W I 111, 11=11-i i 1-111-1 I I- I I-11=111-1 I --1 I-i I-I f 1-1 I-i11=i ii I" ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND r 1 '1=111=111=111-111 111=111=111 111--11 I-111 111=111;,111, I 11;-;111 111 IRRIGATION SYSTEM. 0 ' 11 I-i 1 I-1I I-11, 111-------11E-111'111=111=-11,-'•i l 1111II11111I 1I1I 9. WITHIN TREE WELLS & PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO z UNDISTURBED A MINIMUM DEPTH OF 18"AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL 23. DO NOT LOCATE TREES IN EASEMENTS. in i SUBGRADE AS REQUIRED PER DETAILS AND NOTES. LL ni�/ MONUMENT BOULDER: 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. LANDSCAPE 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR W EXACT LOCATION AND POSITION TO BE DETERMINED BY OWNER'S IMPORTED TOP SOIL AND HUMUS MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK.THOSE DETAILS & REPRESENTATIVE. AND WRITTEN APPROVAL. THAT DO NOT WILL BE REJECTED. 2"CALIPER TREES MUST BRANCH AT 6' MIN. HT. 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STORMWATER MECHANICAL ELECTRICAL & 'i"'�I►: " '♦ ♦w !-♦ '0.♦'"ff'♦♦i '• V'+!•♦♦♦i�/!♦ ' ' �/ r PARKING LOT TREE CANOPY LEGEND ;�' �� ♦ 4ii♦*+i r�In�! 327 ��V♦��V��i♦!♦♦ V � • I PLANTER PLUMBING ENGINEER L•41 a LOTAREA BOUNDARY Glumac I !41..4{0-04,w,. � ♦ 391 00 ♦♦,��:�� '0". •\ I♦Air**, ♦r♦ i' -.'� PARKING 1, ♦! :°a ►♦ �r�♦� ♦♦ i♦ � 1♦! I ; ;� ,� 900 SW Fifth Ave.,Suite 1600 ♦►•..4.I,•..,.►,•..r► 4, °°• ♦♦ '!♦#� ��1♦ ♦�!�'�►♦�►♦• 1 oll�rll� I,. .. . . • E>♦O!♦>1 1' Portland,OR 97204 .."414 i-'� -'// ►144 W ♦ ♦>♦ ♦i1►♦♦�'�l.� 405 QUALIFYING MATURE TREE CANOPY COVER IN PARKING AREAS 1 . .AP,..„,.�;; � "'♦ .no• , /4+♦�►♦ !�►4 ♦.♦♦11! !iC♦ 14 !♦♦�1��.�. ; . I ,�. ►�; .�s,\o, � ;n ♦ ►l4J. ��,♦ ♦ t♦1 .►♦♦♦__ "-- ra,l r` ' /- L'' FOOD SERVICE CONSULTANT ♦ '0.,, .+ V 11,' ►o >♦ 4►►♦ 1()* ►1f+f�F .a•+., +p,�` • e . • •00. 1 ♦4 .r♦� a' • ♦ 74 i tib\� • a°. teVit' ►i• / ♦1 .:#• ♦ 41ii--- 3' seg il STORMWATER I ♦��!>�-�'�� 1�!♦� q O•-'-' �`I� _._ `.�!♦� c, . PROPOSED TREE MATURE CANOPY OUTLINE Webb Foodservice Design 0'Ai[:.).4 - .7 -'�+� f v ill►♦ 329 4�!!♦Gr! f V-41!1, ♦! 39Q �♦*4,; :♦•♦♦4)^ h�' PLANTER I WA.6'�'4446.4'4)4 ► ! �. ,40" 411 �� ,fi . J 3700 SE Lafayette Ct. _ 111:;4;-`y . . • Portland,OR 97202 4I�♦4r>�b� ,.i,ij�I1"74♦'�♦ r♦♦! �♦.;+��♦ `►♦ I /�.I'�j� Q/��L°n°.a°°ap • e: i1 ►`�`I��s moi`, `• ► ,•°°•• ♦, • . °°°a cm a° ♦!♦♦ PROPOSED TREE CANOPY COVERAGE T(5p3)-236-$566 ►1)i•�� • ♦ �♦ 1♦ !� ♦1 * ♦♦4► ^►,♦1-/t.+1.°00000❑ . 'h \° �,1 ♦♦ 395 04'4 '• 4...,.,*..,► �`V:• aa: 1♦�♦ ► ♦+ � .��♦ ��,�♦ ►♦ T' floQa000 J I• •\� , �► •,,., ,.1p.,;.:-•_ .o ;. ►r ♦ • of ! ♦ 1♦ 330 ►♦!♦ ♦�►! ♦ ',�♦� +�,,►'.►,;��'} IIII . ACOUSTIC &AV CONSULTANT I !•� ;,,°a' <{•. 1,.41.. j- ♦ t♦♦ ' ►.♦.�jr►'�j' �j�► ; �I• PARKING LOT TREE CANOPY REOUIREMENTS The Greenbusch Grou- .3 389 00: ♦o��♦♦♦ ♦j��♦♦1� 1♦ • r♦♦� . 110, .• 11111 IIVI1i ' -%,., +4.I►oo♦fY:♦0.44 J ►♦ ►♦ _.._ ° , • ,. , 1900 W. Nickerson St.,Suite 201 i ',C. .:4••a: ..:d a;�';►•� _°. I STORMWATER �o�le iIP w ♦!�♦`*lv, * ►♦i�I��V�Ir ► 1�. o♦� •.'.♦�'►♦jam ♦ Seattle,WA 98119 396 0.04+•;se,., •4:4;', ."'" ' s°°. _ �♦ ad*!�I✓♦►!♦ C ►j�4��!♦!♦��!♦!' •�,. �` PARKING LOT NORTHWEST ♦� 1.•.•1,s z♦•,, ►,:4 44�V,♦� a s PLANTER _11.� . ��►V 331 ♦�� ♦ ♦ T 206-378-0569 I . •'N, ;4 4 4*•1: A-. • •.2, _ . A.•, • - PARKING LOT TOTAL AREA: 99,243 SF 4 .4.4�f04•.:7!%t�;y-a►�, '�� M ' 111111 •r '�' 1.111/_ .�4111H,- lil111111 \c♦it4,,,.. A /� _ :..- . 00° -! 30% TREE CANOPY REQUIRED: 29,773 SF COST CONSULTANT !. : � , '..� ,. �-+ ..� TIGARD HIGH SCHOOL . - . e .°0000❑ >,, '*♦ ► R • #M=Ilk•►�♦ ►.As♦• -ASH TOTAL QUALIFYING MATURE TREE CANOPY AREA': 50,921 SF Construction Focus I _ i (*CANOPY AREA DIRECTLY OVER PARKING AREA) 740 Almaden St. I - - - - - , — .0 0 0 n 0.°, '-- Eugene, OR 97402 I �333 \ 51.3% TREE CANOPY COVERAGE 1 �'. •� 332 334 335 337 °0000aa f .0°000. ,.' • • •°°0 0 0 0•. T 641-686-2031 ' '�` STORMWATER PARKING LOT- NORTHEAST • ,-' I `� i38 339 340 341 342 343 344 344118..11::%, PLANTER \ 4: .+� � "J` �- '~At PARKING LOT TOTAL AREA: 8,005 SF - ►' ��.'�' . � v. 349 ' '-1•1. •♦ ;� ►� C• . � 4,4-4(.01•44•..A,<!'&.,4► Wiri ' %!i40 !�♦ j'�.♦.7` •♦.44 �♦4�t♦♦♦♦fie ♦�♦y --� ` allyi �♦ ` 30% TREE CANOPY REQUIRED: 2,402 SF • +►♦ �►�)� ate~R*♦/! `'I'►♦1 �r • -war V r �' `♦' '�! ►♦i�r;; '—' '1 * \*4* I '•. ,3. TOTAL QUALIFYING MATURE TREE CANOPY AREA*: 3,264 SF i4►A;iijd►,`s�♦i K♦ �.♦ ,_ Alike., �� ♦ 1.♦ �► ♦!►! {'f �♦ ►�`:,!!♦ \. ,. STORMWATER I ♦ -4 4 .,'4`O :-,• ►A�4 • 346 ♦ r♦� !{�♦ 347 ♦� ♦� �► 348 ��♦!♦o♦/„�♦♦♦♦ 1'.. `.. � (*CANOPY AREA DIRECTLY OVER PARKING AREA) �/♦llt'4► 4..,,41 i ♦f ►A4 -4 ► ►A4 4.ol�i♦`��!♦ \,: ,.,,-:,,,\,,,„., PLANTER, TYP. 40.7% TREE CANOPY COVERAGE !411,,1►1�:,rit ♦ 'v♦ •�r�� ♦! 41, ' .. $ \ !♦.►,rd1►�•��1:•.+w� ► , 4 ♦ ♦ > VI ! �►/ .•�♦!.� ♦♦ \ is •-- r • 397 ►1'4.♦:`�.'.•�► ;.a1,.l:►4 ♦� ' � I Ii i ♦; . ,/•.. >• �.. . \ 1.``a.��1�U{A�<�.��r > .O�+Jirl ♦♦!► ►11 ♦/I♦♦t ►♦`'''♦)*do 4 'V ►♦ #� ♦ �♦*♦'►'1��'w-M..!♦ �- ; ,;s \• •''. <... �, ws+St.44.Ma*,... '! ♦1 1 40. • '. SEE TREE DATA ON SHEET L4.02 J!„.-•41010.111...,�.11,.r, ► ► �� ♦ \ ♦ • `•i. + � '” •i ..., (�g• • 398 444 * :•� a:...;'1,!-#11,4' ► •r_" ►�', 1 • ♦♦♦♦♦♦♦ 4,1""�.1 351 1'�•►♦♦♦ \ I. , I �'��♦jai ti�p�., '4, ,,44%.010�• r�♦!� !: ♦ s1 -.♦ 352 ... , ♦e;«,.e,��,a.y,..•% . 3s$ ; �r ♦♦ • • -• `. n REVISIONS DATE 407 •a\41 � ,,,.•. - :l*jo . t , 4 ♦ 35Q ♦ ♦ ♦ ► •. a♦♦.. \ PARKING LOT TREE CANOPY GENERAL NOTES .♦a...414,E%►.1,•t.�.y,,...- ` ` • lr0 ♦ �.♦ � ♦1♦ .♦' v.♦ff..��Al•4*'t•+ f.♦4+t�-�0/�♦ ❑°a ..♦♦ � ♦`�♦ 1 '♦♦`�:1�♦,� ,, �i+.4a .�.•a ,, 4A.4,,�r�,+..:�, .#,,,,, 0 STORMWATER . st0 '� • 1#4.......;...44,10�a /!♦ o'►, ' 1 -'' •♦•1`4 V,♦�♦e►il.•r r♦•s, , .•+r4�aC 3$7 .°D,q ♦ ♦ ►V4 ♦�♦ !r� 4111. . 4 359 r . `i��♦ �4,`►��. ` 37S a" \,. ..f.. • Imo..• 0♦♦ ♦`, 0 %0 Careno X41•►4':►:';y;o;a` `'/v%c�♦ a°•:, PLANTER + ♦�♦ o��► j , 4'!♦* ♦�♦ ♦!..♦.��•,♦+,.��►•;♦♦�►!♦\ 1 1 ; \ , \ ,. .• +♦Ir♦♦<,�� • �� 1. ALL PROPOSED TREES WILL BE PLANTED FOLLOWING (-1-0:4.4) 399 �►♦iii''#�.�,�:•:;`•,��oi►� +- � . �• 1♦�ti�♦i•��,.+ 0/.4�►��'�� ♦♦ 1,.. ,� A♦!♦��iltt ��'.::" * � e 408 • 1 THE STANDARDS SET FORTH IN THE CITY OF TIGARD I ►•.,4�:d,: ,*!• #4• OI,.`' y 0 a ` 35 ;`♦ �s,►♦4P7344.. 35, t ► .#1 ,. �'I 1a,\.4'0 41". I♦l�. �: ,Y i ` Shaping Ift the Future • /.•. ;.- o*• .. ,.<•, ►,EI !♦4.>r►►•!� �w4.♦.'1♦\ !w�\♦♦ 4`_. .•$ •.e.♦ ♦. ♦w.±♦��`: , l��e�wl. ♦♦♦♦♦`:�;,4,�;: wiP' �♦♦♦� 1 a \ t!♦ �♦`� ii ii,'.♦. .°' PORTLAND i ►. .W . :.. ; ♦.�11� i♦A '''ra ♦♦ e!4v �. .��1 =,- ♦♦♦ i!4'- - f '��. +. . ►♦♦ ►♦*♦♦:.�.;�.;:• r+ !♦i!♦ I..; ''1��►�•1 f►♦♦♦�i��1* URBAN FORESTRY MANUAL. V••1.}•r•.��,,OC t•.�i:,'r�•�1►♦ ►♦ ♦�i+r'♦`ri :�:�.:,�i♦'E ,S♦ ♦�i♦♦'�.� ♦Oiy�Irr�♦ o�ioV♦ \ ;• ! iVV1/r�!\��I♦11,!,!..!:.:,-,74•44••♦♦ .+-�: , \ • %+I ♦�.� .'\,k, sr�oswMacnonMavr=,s7�aoo.aoa7uwA.OR 97219 `.!El� .. r.y,,...;o.•Q f *!!�♦ tc,-. ♦♦�l��!♦�♦♦�♦ •,44i►.�j♦�♦��♦ ♦ ♦!♦♦��I..1►:♦♦�♦��♦ !! >a�ia�r,► ♦♦ 1 . ' \ STORMWATER t;:,� ♦��♦ ♦� � �, r�t:(5o314fs-2500 �fucr503)ors zeoo I ♦�1`�•':;' �o:,❖ � :•:`•'1 ♦♦♦ •;.,-�♦ ►♦•♦ ♦♦♦ mit•.. 0 ♦�1♦! ; ♦!!lam ,-s�t.1Cs♦i1♦♦t, `►♦�, �.+,,,�,�„ .►�♦♦♦ \. 406 , .'.��♦, �1� 1.�f ► •♦�•.:,,._.,;•,,�.�....G►♦ ► >!♦1♦♦' r►';.•,..;rl►•r ►♦! �► ♦ v �wv•.+♦1�., ♦♦ . ��.vv4. ♦♦�' ►, # _ ..., ! �.i �1� ! V%I1,1�,� 2. ALL PROPOSED TREES WILL BE PROVIDED 1,000 CUBIC +.++w.r�v,o.m�m i 400 `i,4-t?,,F*4'.,.:.�:'e4••.4 ��I♦/ftt.;;.++,1 4 ♦1~ 1�► 4' l► [ �r♦♦1.* t � �'I! ♦ ♦ �i!♦1�►♦t t,►��' .1 ,.`,',� ►1�: ►r!`t, a°. PLANTER , ` +.l�V 0 ♦4,'•..:.r.:'.y;;.•,,, .,,►",/4 ►♦ ♦ 01♦; ass.tt.1i DBH = DIAMETER AT BREAST HEIGHT (4') a ChIteCtS CONDTION RATING: 0 - DEAD TO SEVER DECLINE 1 - DECLINING 721 NW 9TH Ave, Suite 350 2 -AVERAGE 3 - GOOD TO EXCELLENT Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 PRESERVE RATING: 0- HAZARD TREE, REMOVE *150417010 TME!COMM, Pee MRYE.EL 100E CANOPY 1972906,46 0o 1100 umber P6560044430 nte3[wan 133 44. WO.. ,. Caw /WIN= 1.3.4.3 i� 49+4111 hewn el %h. 5..H. Cw..3 Cw/N.. hewn 30404 4.374 New 1.4740.• 310 411 1 - DEAD, SEVERE DECLINE, OR DECLINING. PRESERVE ONLY ..449,474 We NW 10343.0 OM P7 Dept 5••156 PAX" WI 011.6 41.1 310 000 11.3.9 004..,.174 31.11. 1744 Win 103 C+,r C� 0407 WI Nay 9354 159' Mw? Rennie 1404 0261 6lel 3•311110 974.74 NTS. 435114 13.44 i� 3.031 CUM 4720 wry aOaN� .*,1.. 71.111* .� 162 ...�, 5..074 459+1 fl,', ....E !!1. 1443 51031 107441 1.0010302 7446+ 3.2!414 /w � din,, 75441 Baa 43rp +1NX 443 e."' � `: CIVIL ENGINEER LANDSCAPE FOR WILDLIFE SNAG . Won Gun L;w.d *30 enl9ssw. 34 36 311 1131 3 3 N mon 0 .1 1..0 72 .33493x 00 2.3..0'061 19 • 85 . 6 50 63 3 ] '. Open 17411E 121 peeled Pr 05676 01060•66 7 1125 1/ '35 403 3 3 N Op15 n Po.anp6 2 011011 0004 441O% 1 1 11 116 73. 3 3 h Open p..... Cardno 34.4 Ma 31 235 41 1320 3 3 N Own 06110 73 Artier Ineell 6,..e410a1314 4 5 59 1963 3 3 h Open h".'"° 142 150.102 17s104r6� 7 10.6 ' W3 303 3 3 h °6" erwe411e 213 N444h. 1b93rq� 4 •5 79 441 3 3 N 044' w"",� 2 -AVERAGE HEALTH OR STRUCTURAL STABILITY, PRESERVE 6720 SW Macadam Ave Suite 200, , 1.1,.P63494 hem4N0.313 36 23.5 27 336 11.5 3 3 N Open 1919744 74 0006 XI 91Nd7*00amen 6 9 11 165 165 3 1 3 011. he474Y64 143 N.91n,7574 61p1650113033 Y 105 14 ITS ]a 3 1 N Opt, ..evened 212 116601 30335421535 4 1 10 707 3 1 N Own P.e.ened Portland, OR 97219 4 140544171. Ace314.314w 12 21 a YES 1731 3 ] N 4741 75.4sex4 75 C41o06. M.CN1.y..nrnee+0 6 4 11 YES 199 3 3 k Own 1.741.3 ,. AN 9 144 SP.. 9NSN1 12 N 44 13 133 285 3 3 Dow Pesen1d 233 10 , 17.90.4335.3e.6 5 73 30 T 3 3 le P..w3e1 71d WITH TREATMENT. T(503)-419-2500 5 .0,Maple Aur 044a0* 14 21 33 YES 1710 3 3 3 Own "1.443.71 76 1,e003335 1415..x617444 7 10.5 10 715 157 3 1 N 330. 31nie44 145 530411 35407105 3x93. N 13 13 75 265 3 1 h Open 0373132 214 70e0411533010 3541394131011 33 113 70 733 7693 3 3 N Open 7543.014 O 374..,116. A9.23+1.3e5 17 265 36 YES 1933 3 3 3 4,41 1555.1614 77 X44441 1 , 4a31Y91.4 14 27 14 115 302 3 3 M 994 9.1041 ,.1 33 ,/6 53074 1440010•1,010.#1440010•1,010.#024•1001440010•1,1440010•1440010•1,010.#024•101440010•1,010.#024•100.N . 13 13 YES 265 2 1 N Owl Prneewp 215 Oen 73.99•31319.1 S TS io 707 3 3 N Opewxd 3- GOOD TO EXCELLENT HEALTH, PRESERVE. Open lrSTRUCTURAL ENGINEER 7 1`13X4 0.3304611463163 1 2 3 40 1255 3 3 h 04 6,9356. I ,p 015 00/3450•113011 a 0 4G 1>99 3 3 N Lew 341434 74 7510 0 01100300.000 .,.. 5 75 33 314 3 3 N 04. 0.e535.4 317 3100 5140514031701.101/514031701.101/104006 12 19 YES 265 3 3 N 0 1 60 754150 216 03 ,2 61" 7336.10.,,. 3 7.5 30 707 3 3 N Doe. 6149.x4 / 131101416. 1707.4131304134. :6 375 37 7E1 2169 7 3 N _ 114 75193."{ 7t ...93131 653.470*.* H 21 37 7131004 3 3 N Oleo 9953390 148 12531e 70I17N 1....afww4.4 6 12 13 13.5 263 2 3 e Open 03.3134 212 42930 23 905934. 5 7.5 30 701 3 3 N 7s- 7.0..4 Catena Engineers 131 11,....641.30 11..,4..rr >. a 393 ,Es 1601 3 ] N me 14..74 10 Nam /040/001101 13 193 32 YES 1601 3 s N man h33a4d 139 70-4,41300 Ape 6+,.6.7430. 4 6 11 133 1 3 N Open Pretense! 213 Leek, 7;3353.y.4 4 6 30 707 3 3 N Own Aenewel 1500 NE Irving St., Suite 412 31 14.41 443. /00403M, 10 23 30 7'6 3113 3 3 N _ 5393 113x12 91 3033/66303 3011/1,1310q 13 10 36 753 2035 3 3 N 0031 30.34 150 114n.6.0150 MP 01113001433 4 6 13 133 1 3 N 00e0 Pawned 213 POI 042 00.0600313 3 45 40 3.256 3 3 N 3134 1..ewd Portland, OR 97232 32 4430.40 4w pin. u 153 70 713 1065 3 3 N Open P.1rwl 33 35740410404 44193x10 30 30 u YES 2760 3 3 N Open 14.4474 151 30.0143510 Ae001e0/4. i 6 12 113 3 3 N Own 07+544 220 P1010 3.31.4.49.80 5 7.5 40 1254 3 3 N Open N..wwd T(503)-467-4980 33 110314.70 40331139334 21 31 725 1509 3 3 N Open 9..3.wf V 3,73 01x00 400,101404040010M N061. 20 30 113 NOw2367 3 3 O 0 35 0431 152 6611E 6.74 5.434 04. 0 017en. 1 12 11 3E5 261 .4 3 N Oph 036.4 221 13,931 (11 .. 94.0x4 a ,. 5 7.3 30 707 3 3 N Open 24 416.17 401111411011 3N 21 23 719 631 3 3 N 041. /hemmed 34 1331101 33313 071610,.004 11 163 32 333 1400 3 3 N Open 1303111640 153 0314✓3 5443WeewnsmnOwnhu.. $ 13 11 173 105 1 3 N 041.. 13e34.d 272 1.10. 761 wY a 5 75 30 10? 3 3 N Opel kesene, 15 44561,\ 4474 ed13. U 1.0.5 25 300 341 3 3 3 3524 1135143 Nee«Mal. *001 OM1 10 15 30 115 7036 1 3 N 01.4 5413.94 154 1115111570344 Pine 0043,50 5 71 25 .91 3 3 N 0301 19174.34 221 Linden 14 41.33.4 1 7.5 30 707 3 3 N Open Newer*, MECH1.ANICAL ELECTRICAL & 15 19103 754..enne 3 1.5 20 314 3 3 0 Own he wed U 104410/4 10,910.1740 13 103 36 1[5 2267 3 3 N 9307 111546!1 166 Na4154A15,., 1573.9.00.n. 4 12 17 115 151 3 3 N Elven NeMp40 224 6.93.1 64.45551993 5 7.5 3O 707 3 3 3 Open Preserved PLUMBING ENGINEER ET 1543 Yak Am 04.044110 10 15 12 KS 226 3 3 1 359. 3141314 57 Nn106 51643 la.411.10* 11 15.5 4 701 2537 3 3 N 070 90174 155 455140* Pow 1«14«9 9 13.5 14 105 303 1 1 N Open l.MIIM..d 775 1e04 Cd111E.5515 3 4.5 45 1950 3 3 N Open 05316 Glum a c 14 taw.,um. noir p434n.ed•1 10 15 11 '15 3 3 N 040 01.00 - 0151141.14 111750..174 14 21 36 135 2267 3 3 h Oen. F1114d4w 1ST 11.411051/43 91.03.X41409 9 133 14 107 301 3 1 4 Open Ore.4e93 226 14.01*43 Pew now 50101 1 135 10 157 3 3 1. Open 03430 19 195x419514 10,19e004•1054 ' 10-5 15 OTT 3 1 N 5399. PEW 900 SW Fifth Ave., Suite 1600 20 01..461,.14 4936306.9334 14 21 21 343 3 3 N Own 00340 093311333 n 64 '1x4614 14 21 X 115 7035 3 3 N man /0315121 155 001241. 9n.0444 7,470.5 II 149 303 3 3 N Open 1'.307434237 '6lahse C.1 01.3310412743 I 1.5 15 137 3 5 n Oven 011!0 21 11939144 Par044a44r I _ 32 _ IT _ 227 3 3 3 23.1 14110 50 X07511.Pee Pee 0.1..5.05 5 7.5 20 314 3 3 N opo 023 10 1. 151 1341331.5 PewWhe,w. I 12 14 'E3 1 3 1 N ape, 10.0.40.1 .0 .. 14 334 3 .. * 1444012 3 4,5 10 1. 3 3 0 03 DEM EXISTING TREES - PRESERVED & DEMOLISHED TREE DATA NOTES: Portland, OR 97204 22 100063430 110'41,14011 LI 16.5 1T 227 3 3 N 011-. 0610 91 05433Nera 13,.503.4 4 6 20 314 1 3 6 Open 13.0747 100 16107444./ hew 1243 743 7 104 15 '75 433 3 3 N 900 1ry.104 721 4a5903,3.592 041,./e30.4 1 4.5 10 71 3 3 N 354 000 T(503)-227-5280 23 105444140 Aar0/1eM74 14 31 34 151 3 3 N 334 1X14 92 4.000 Pee 190*4130740 4 4 20 314 3 3 N 0140 1117,174 101 Noma*am 003/3wes734 7 104 20 1112 37. 1 3 N 11963 1917444 230 40101,0204 f0a/59511415 3 4.5 10 Ts 3 3 N 0349 DEM 1. ALL EXISTING TREE DATA IN THE EXISTING TREES - PRESERVED 24 1.^21041., Ac93~hada 14 21 22 360 3 3 3 Open WAD 53 0.30911e 40+101414 4 4 33 114 3 3 1 0049 1517744 lex 153141* Pewwil454. 10 15 21 116 633 3 3 N 132. h0* 231 130 3.44 121139411M4169711 3 L3 5 X3 3 3 N Spin DEAD & DEMOLISHED TREE DATA TABLE IS FROM THE TREE INVENTORY FOOD SERVICE CONSULTANT 25 104030003 AL.$374740* 15 143 34 463 3 3 1 01en (*440 04 h..t49.4.,. 034.3.4..42 4 5 20 214 3 3 N 01.. 1100341 163 111111.410* Peen 6467514.4 4 133 20 505 621 1 3 I 0331 ,44.194 233 63474414"3 5299943.9353,.3 3 45 5 20 3 3 6 Orae MOO &ASSESSMENT REPORT PREPARED BY THE ARBORIST, OREGON 21 Pawn OOP 0575.3400.53 a 19 234 14 134 3 3 a 14'0PEW 95 345104.10411 /'317070 x13 3 4.5 50 1913 3 1 N and 100,501 161 07415063 P0,02N3 m 0.30 h939 2 3 25 111 3 3 a 1. 232 05350 1. 4.re 4 .4E14w1 3 m 11 3 12 10 79 3 3 _ been 135 Webb Foodservice Design 27 N.44.4N3.4 .40711 2u1 0 . 7 1NS 113 3 5 N 4110 93 53 A5aemille40 11150.3.61+ 4 p 50 1513 3 - 3 N 044 034..3 165 104340* 5..werne.e 4 13 20 YES 631 3 3 N lawn 1.5.4.4 334 11a.005 Cele3dawn, 1 12 10 79 3 3 N Op.e 711100 TREE CARE (1212017). 3700 SE Lafayette Ct. m 274.40* Aa41r43N., 4 9 5 44 3 3 N 1196 9/.7 97 4706.411193 Rows 63430.3. 7 ..9 50 3515 3 3 N 0104 3.4.0.44 164 100.10* #111120.547. 9 13.3 10 165 504 1 3 N 030 133746.5 235 3/4145445 .04404PP 2 3 0 0 1 N mon 000 Portland, OR 97202 2X 14104409* 00400•3315.342 33 1'-5 35 - _ 314 3 / 550' 2890 96 31E314lnpe 1433515++ 3 46 7G 311 3 3 N 090 311112614 167 1901417511 Pr.imiSperp u 155 19 T20 557 3 1 3 /103, 30.1294 236 „wee 34404 10143111.3344 3 4.5 19 79 3 3 el spec '747435" 2. ALL EXISTING TREES TO BE REMOVED AS PART OF THE TIGARD T(503)-236-8566 'G 114411,00 M""'"""' I 9 22 340 3 3 N e1"' DEMO 99 10304.06. „7441144.047 , 3 45 21 311 3 3 N 93.4 1557494 166 1411/353050 Aewbwen.93 52 16 21 11S 433 1 1 N 4161 44•3033 337 1744313446 364/14•411411434 1 4.5 10 79 3 3 0 0999 0,0.33.4 HIGH SCHOOL EXPANSION PROJECT ARE LISTED AS "DEMO" IN 31 475151 Ar0* T 105 23 115 3 3 1 144 DEW UP 02.4104.000 3093404.41/ a 45 70 314 3 1 N 040 1421'4 109 10310915* 9309995113930 5 3 15 TES 402 3 1 N Opw. 9.s.1d 236 Sawa 904131+64341w4e4 10 37 15 YES 333 2 3 N 354- „74..d N 17032 •r..*4 10 15 _ M _ 453 3 3 33 9574 111630 101 .935«.,.. 94.99+621 4 $ 25 III 3 3 N 33445 1105.34 170 .1.1..x3 9 10301.0 N 049 44. 1 10.5 21 7E5 632 3 1 Opo 154 2.3, 5.74... 30,.."wiren .393.., 10 15 16 TE6 35.3 3 3 h Open 1340740 THE "PRESERVE OR REMOVE?" COLUMN, AND SHOWN ON SHEET ACOUSTIC & AV CONSULTANT 31 ..41.1, .99.".2'..' M 27 14 Sit 3 3 N 6.74 PEW L1.00 TREE PRESERVATION AND REMOVAL PLAN. THE CANOPY The Greenbusch Group 102 307407415164 34570330101 KN .e 3 4.3 9 2 3 034 P .len4d 171 045674742 9110 141133141133111615 ►10 7 10,5 15 5 151 5 1 M Awl 314•633 210 1405463.044334114111.315463.044334114111.3114. 10 IE 15 716 353 3 3 N 014 53530953530931 34 1x4241 4040091 u 144 77 727 3 3 h (1083 9E410 103 Nese 1440. 4.10440..350 3 4.3 / 1/ 3 3 N Open /hemp.* 172 .3930001.0.4.0 932304.3120 9 43 20 314 3 3 N Open 91.1419 241 94740.1 1 5 7.5 50 19633 3 N OW „43435. OF THE DEMO TREES ARE NOT INCLUDED IN THE OVERALL SITE » 4.14100 144.4+.41 13 19.5 ST 151 3 3 N mon DEMO 141 14 ." 411. Ad~mill= 3 4.5 6 73 1 3 3 0410 13105.6 173 31 3.351 31354 . C400a5M1 9, 0 4 4 20 314 1 3 N 41 11440742 242 ,20.4.1,11. /00.+4.019 3 m 3 4 5 20 3 3 0 en Proe134 TREE CANOPY CALCULATION. 1900 W. Nickerson St.,Suite 201 Y r 01 N2 474 51 4 193 17 Ls 11 754 3 3 h 910. mo 106 11.4.0144 A /1140* 3 4.5 4 26 3 3 n Op. 1451400 174 3.031111141134134641131101111111•131131ow. 0141131101111111•131131 4 4 30 314 3 3 N Ga /0510. Gan 19164431 243 Theo 455 3 mo 493. 2 3 6 20 3 3 � n 10.30 Seattle,WA 981 in!9 Oa 37 Nr 41 3.,.74 1, Ar 1 12 13 19 713 3 3 N 4411 131140 104 143.50045 010,.4.3.33wd 71 4 3 4.5 25 411 5 3 3 On h.3n. 134405.11574433. C430•3491•1113131,C430•349C430•3491•1113131,54 4 110 114 1 1 4 O • 9werew 201 0,.347443. 41 11 5 (6301 1 3.3. 6 16 6 9 70 ITS 40 3 3 Open 1 .3 T 206-378-0569 34 Rea 3304 ,14. 10,.1. 13 19.5 13 254 3 3 h m,,. 34540 - Own a. EXCEPTION -TREE#235 NORWAY MAPLE IS THE ONLY TREE 107 1.41,1 Van '1.14,M.1p1. 4 1 25 491 3 3 4 03p" ,29304 104 3142.30.0.9 31401300111070 3 15 20 114 3 5 N Ow 09.3994 313 Bien W17.0.1 04504.3.3.. 31 495 O 3 3 N Stena 1310334 39 1344.0.cY1. 00344410 73 27 SD 1363 3 3 N En,. IEP. 204 ....Pow03.5!4.4539.5 3 43 21 451 3 3 N 014 44747.74 177 510 11.7325. 010ANn60A11Ml 4 I 30 114 2 5 N 0.4, 9'353479 349 Open 130400 0.00044"745 14 27 4 3 3 3 6,413 1742.1. RECOMMENDED BY THE ARBORIST FOR REMOVAL DUE TO 40 *we 10.77 .13411101* 12 IS 27 YES I715 3 7 h 903 6.tkY7ed 109 $307"4 5903441004440403.. I 6 50 1663 3 3 N 354 Peer 0 114 1200004 1hewwrala3 3 43 11 96 1 4 N ,pen 0[520 217 0.336379. 0010 .e1*1. l5 24 0 3 3 N 5495 130.74 POOR HEALTH. THIS TREE IS LOCATED OUTSIDE OF THE COST CONSULTANT 41 523146 Mew .1.1/11110111. 16 165 75 ra 961 3 3 N 941... 75..034 110 11001 s4.45332503 ,1100 4 0 54 7413 1 3 N Ow 111300 114 Che.91.. 00.45 40 3 45 1/ 70 3 3 N 0... 30540 329 311.0390 00101167754 12 N D 3 3 N 2034 4,43e2..d AREA OF DISTURBANCE FORJ1THIS PROJECT, BUT IS Construction Focus 0 42 133. 311 1 4 39 707N G 6. 3 3 p74. 75174" 112 3409 93 60460643/160460643/1313113140334103 3 4 ■ 50 190 3 3 Open Neer.* 160 0.433715 17203,09 3 en 05* 4 0 12 113 1 N LeOM 731 0.45030.450310043.041.0 01031 1675+6 13 49.5 0 3 3 N 56714 hemmed INCLUDED IN THE DEMO PLAN. 740 Almaden St. 43 111 Mob 4 6 30 NO T 3 3 N 014 rlaeeved 113 544030 5400 1240,a31 1 44 54 1063 3 1 n 014. 9020934 101 3439g 53990 1x47.2 01.4* 2 3 I 50 1 1 3 00. OEM0 250 00150111a010, 0.91 0017)3.4 42 67 0 3 3 . 5701 13404e11 Al Seth 31 3 45 30 76T 3 3 N Own 45434531 Eugene, OR 97402 61. 111 13014 3.0.04044011/3/0/0 3 45 50 3963 3 3 3 43 13016.1 162 99..1 Phew ahem 1 75 14 79 3 3 N Open 01310 251 0+/..71x014 00633.460.9 27 463 0 2 2 N 9330 44r96 T541-686-2031 0. 45 Ele Ida9.1. 911 93a 4 ' SO 1947 ' ' " ,41 •.474-d3.„13165 5471w63. N 3• 132374143 51 01x4 3 43 7 36 3 3 4323 163 093Pe1.3 N 7,1 a4. 5 76 10 T9 3 3 00DEMO 252 044061113113033 / 3033 Oma. 5r7we _ 23 343 D 3 3 " Stine 0331464033146441. 3. EFFECTIVE TREE CANOPY OF EXISTING TREES PRESERVED 16 elfin 1401iw.a14r9 4 4 w 1963 3 3 " v/44 754.4744 133 Nev.PA1513,70.4745 3 ..4 6 34 3 3 N lee 0539394 104 G.03. 174.744774 3 76 10 59 3 3 N Open 06.79 253 9,.5,+,.911 0.•04507,09 23 34.5 7 3 3 9 610 93.4.1741 TOTALS IN COLUMN "CANOPY(FT2)" REFLECT THE EXISTING .3 1535 u..4w.9ee4*. 4 4 so 1383 ' 3 " 0744 79.0.4 116 54*0. 14P.wr4041,04.4.7070 4 5 50 1943 3 3 N 030 9339354 135 3.0347 10133.40+ 5 73 23 415 3 3 N Owen 1050 2" 01311311313033 3ww5w ". 1 .31e 22 33 0 3 3 3 94354 .ra.a.led CANOPY DOUBLED FOR ALL TREES AND STANDS GREATER THAN Y 119 14.w4343kw,. 5 7.5 50 19535 .1 ' 3 3 " .1 ,110. 0 117 10 '3 551 ,.1W0rw4. 7611 e 4 5 50 1103 3 3 N 00' .10746 3 136 OW..44. 51135930+ N. 5 75 20 314 3 3 Oen DEMO 555 01113553,OM Gn.1.11.Iswwwe 22 33 0 3 3 N Wend Nene.ed 6" DBH PRESERVED, AND THE FULL MATURE CANOPY FOR ALL .., D. Ween 30214,. 5 7.5 50 1363 3 3 N Open 10402nd 7014 1541415 5444,5103044$5.300 4 5 50 1951 3 3 h Open 4.3.334 181 443.09 Cedes 0810.114 d14.313 / 12 10 79 1 3 N 0931 00347 256 038•3113*5914 31743445336 40 10 0 3 3 N on Ph-ewe* 59 0331, ,74,. 4 6 9 15 115 331 3 24914 1R4 939 TREES LESS THAN 6" DBH PRESERVED (TIGARD URBAN 213 70455613393 40741.12403.. / 45 1 70 3 3 3 Open 0rc.0034 1143 Seq.. 33.043.1434."3.1 3 45 5 20 1 3 N 0300 0004 257 0163/.11x133 717001.413000 13 20 0 5 3 N 453. P54pene4 31 0316 /42093693 I 0 >5 TES 363 3 3 h 354 9.1. 7516 341 14.0043 WPe 4.3 4414x2 0 4 1 IP 61pe 5 13T 3 3 3 On 07431374.4 164 Pupae 54413e 0641020 45140 6 12 10 74 3 3 n 004 TRW 760 4339635/110 0. 03.43.1.39 36 39 6 3 3 N 3734 4.54,.134 FORESTRY MANUAL, SECTION 10 f PART 3 1 M )• 53 03070 75x13491341 0 1 11 TES 434 3 3 N 061+ POaM 13I 1341.43 3304 40.03030X9, 4 0 11 177 3 1 N Ow' 1354400* 119 344413 13010/95111 13 193 15 ITT 3 3 N Opo DEMO 259 411145400 (1601.1333343 30 45 0 3 3 N 5141 4.446.1" 51 Qh.44..4.. 124.74641048 5 7.5 35 951 3 3 N 00e,. 011..35N 122 6.400931x* ,109006155• 1 4.5 13 177 3 3 h 0100 1075.2654 191 23001$ 3'1.1170. 1 4 6 40 1256 3 3 N Loan 0r09ne4 200 0.017993.2.0.. 0..0.347414.. 12 35 0 3 3 N 5143 90.,94 •i+ 41.74741 e3n Mew 43411314 i ! 17 ES 154 3 3 h Open heeled 320 335 40.0 Pr.0.00104.0 4 5 23 491 3 3 n 9444 9.0144 102 12.05 0933.3a9914 2 1 40 MI 3 I N Com 1.400.E 261 0097499559093 O...3.71.'.'e 20 30 0 3 3 N 564 ,990939.4 55 0'.r3.74.. 0174 453134 1 33 34 705 504 3 3 h 354 03+7,4 124 11333.744 kw 03003103. 4 6 25 101 2 3 N Owe 101.44 392 trap 0*e 104+0424 9 335 15 1E5 353 3 3 N 35.. 3453406 341 6096 x9690 005 0 741742.4 20 30 0 3 3 II 5774 1699.0 55 70,54,, 5 75 w 196.1 3 , N Open ewe,. EXISTING PRESERVED TREE CANOPY IN SQUARE FEET IS CALCULATED 129 10413.0421 19124019** 4 1 3! 491 3 3 N 10. P.e4e43 194 1443950* 16199x333 2 1 23 197 1 1 N 0*' 147444 263 D.1wnTaw 041 00.367OP4*'. 40 10 0 3 3 N 3104 6075394 AS FOLLOWS. ST 41ee..061./4.r1. 15401x.11 s 1.6 60 194 3 3 75 Own 0..74+.30 130 50051par !1.013+1,101 5 11.6 25 451 1 3 3 07.7 117403.4 395 J10er010 At1A1016* 69 72.5 23 514 1120 5 3 N Open 90.394 200 030303 eon 1444.,2003 4 4 3S 953 1 3 N Owe 7174093 54 1013105 1.e0 74174 391535 5 64 30 1963 3 3 N Open 703101 127 Seen Gen 126.6116•63..0.4551.,. 4 133 x 915 509 3 3 3 Own 33321349 190 153.5305 49.3~M a 13 713 25 723 MI 1 3 N 00., 4.40330 145 30914.11 17.41.5.5124 4 6 35 962 3 0 N 093 14409" 69 ..4744....10 13151404.4 4 4 54 1961 3 3 N Ore. 7544«,." 125 Wed 34 16•53Iy9gy0.*1 4 N 17 955 334 3 3 3 Owe 243210 l9, 114/941!3 !11132710 3 3 R 451 3 3 1 Opo 7.10743 216 03443yew 04. 31473551749 45 735 33 7E5 3925 3 3 1 Orn haew4 2X CANOPY OF PRESERVED TREES, >6" DBH 77,671 SF .0 N33346544M 7414/1n0e34 5 15 50 1963 3 1 N 71741 09931992X CANOPY OF PRESERVED STANDS, >6" DBH 43,786 SF # REVISIONS DATE 139 `w3.9on .1.2953.35493:033113. 4 1 7'S NI 3 3 N 005 750441./ 1% 3.421.* 00000.00000 • 6 M 131 3 1 N OV7n 13,54 247 [.1e71w'e 116.11.74. T 105 >S 115 351 ] 3 1 079.1 Premiered 61 4.103146411, hoe 3/ y024 3 45 SO 1963 3 3 h Open P5e5rw4 131 %e54:w. 4.471013519x00 I 9 20 163 634 1 3 N 049 433.4.0 199 `1'111"16 40394535433 4 1 25 491 1 1 N Leen 1343.30 33 041246. Stele.,'e1"` I 12 17 147 431 3 5 1 051 10204 FULL MATURE CANOPY OF PRESERVED TREES, <6" DBH 97,021 SF W 07074.41 B.3a 3iawe1740393 4 e 50 1161 a 3 In Own 7574..74 131 Wl5Gt5. 1L3.11*xrgas.3 5 7.5 35 497 3 3 l Owe N5r6w 290 04404 109. k... 6 7.6 30 737 1 3 3 Open Preece./ 769 50133 64470 s/04w. 5 7.5 20 311 3 3 3 Open 25-9950 63 63979.../4205 NM 0040E. Al i 54 1963 3 3 3 09e. /4332134 132 6.73.11.5 u345.443.333.53234 6 25 491 3 3 le Open 75505470 301 1193. 7232.00 9 7.6 36 707 3 3 N Open 0.0-3.33 770 5612040 4441341„71343 1.5 20 113 1 1 N 009PIe.20.ed Clc7��[�117n 6. x39591.4474 (939413.01484 5 73 13 177 3 3 N 474.9 4602743 133 (mr, Swot »,93 4 1 ...,, ei. 4 6 75 ma w ,wa , 202 ,.749. . 6 75 30 67 3 N 917 103404 PRESERVED TREE CANOPY CALCULATION TOTAL: 218,478 SFShaping the Future 0 63 Pewee Cede. .01.130N 3 13011344 w.N4 5 7.5 25 177 3 N Open 0401 lee 044.164074 - 755331 633 5411414 310011143113400301341e .3 3 13 12 'E70 374 1 3 N Open 111. 1 201 90aa60,o 3.1..4. 930 17.5 40 9 15 rte 353 3 3 N 314 d Phoeen '110 4"4101 An,11X 315111 1410 334en7041 Il.sl 7`�ee. 43 50749 115.y1rM1x�010•1n e 12 IO 173 ssT 1 3 1 101 1440744 135 liwel .1.. 1.4606•4330,7na00 5 1.5 23 491 3 3 „ Own 75743/274 201 1404 91.cM1704 4 / 13.5 15 70* 353 3 3 14 Ogee 1. ntl 1 I 1y3419P1ra046 I 300070.44 I 77 I 3 1 3 I 1 KO I 4760 I 1505 IT2.5.1'633,11175 PORTLAND 6T 548+19 1443433N3053002412. 9 12 10 1E3 157 3 3 N 9033 54167461/ 677USW MACADAM AVE,S7E2UO3 PORTLAND,OR 97219 534 Mom*[NW C1m d*wwmi 3 11 163 44 156 402 3 3 N n 7104.14 305 10176Xx1 /45 arra 725 491 3 3 h CO. 31.33.»0 e99d TEL,(503)419 2500 FAX:(503)419-2600 44 . 44442 3. 73,.445x1 1 4 5O 3343 3 1 0..n 94074.04 10241 OYA/10xS1/640 310/5 537 1,74. 340* pe . 307.3.4 ... 14 21 35 415 309 3 3 3 On Pre.erPreserved110x. d 206 00.00.11344001461 1 13.5 25 115 911 3 5 3 Open Penmen - 3444NMhv.C8YC4'10.0]771 II „Pipet.kw 83035+5141 5 T5 20 314 3 3 h Owe 141144 133 609136 PPP 3364-14474 ane 7 103 16 YES 402 3 3 6 Open 1333431 207 1403.7563 /34.13060./** 3 470 25 493 1 3 N Own 1..en.4 70 419.13940 103093346 4 4 20 314 3 3 N 6435 14004 131 10440,741 3110044/404 T 103 33 013 126 a 3 3 09.n 3035.* 201 Fp ADM 31574491.70 5 75 40 1256 3 3 N Own P5533.04 71 130.43.w 615411..35.133.4 4 3 13 116 265 3 3 n 9143 764.321.0 143 7033.1"few PP.wow. 12 11 13 3E5 265 1 3 h Oe., 33335 204 0543rd 035 11116a.IM5 4 d 75 491 3 3 3 Open 1996345 Pel.114 rap 2411 Pap 1.14 Pep 404 EXISTING TREES - PRESERVED & DEMOLISHED TREE DATA TIGARD TUALATIN SD TIGARD HIGH SCHOOL 11353. C53360 Melee C334171 Mew. Canopy 1115054 1:530229000 SW DURHAM RD. Wiper Cour Mae 410,m Open or %Cher A1.Oen Peeper Cana Nam Kam Owns.. 4 11 %0rw Ana Cup., 0.4 .3 19374 U0Y4 Orme* %Owe Ar..Ora Canner 3..439 3514.. Makin' 3. Orsea3 :304, Ar046. PROPOSED NEW TREE DATA NOTES: TIGARD,OR.97224 774410 93 Seread p Can4p7 Stale 9..10as Parking 91741433. T.pl0 er Spud (0 011171 Shad Wart Pairing Pss0*g Tussle et 543544 (3 Came! Stand 2//111115 P5r144g 9a111g Treed 07 Sp44.d (6 UMW/ St354 944407 Palling Parking Pemba Tree Type Tree Species Helga iter 1251 (Ir) 519017 Lot (W) Area Number Int Tips TaroBelga Eft) 125} (Ft') Chew? Let (k) Area Pemba Tee Tr Treesp4N14 Waged (It) 125) to 010151 Lot (W) Area ameba Trestle Tree Spain I4e(5M (ft) 1251 (11e) 37 Lot (ft') Area EFFECTIVE TREE CANOPY OF PROPOSED TREES 333 ML1SASH1NO ZEL4OVA ZELKOVA S-ERAA USASHINO' 1.5 15 177 Open 1.00% 177 VVI 301 GINKGO GINKGO SILORA 1.5 45 159C Open ICC% 1590 NW 395 KATSLIRA CEHCIJIPHYLLL'MJ45Xk4ICULE '..h 40 1256 Open WA 13910.00 331 PONDEROSA PINE afN.JSPONDKRC.SA 8507 Opo YEg 1570 Owe, 2796 303 Nri334 AIUSASKNOZE140YA ZELKOYA 4.Rfyir4wi{JSA$HHNO' L5 15 177 Open 10076 177 WI 335 GINKGO G(WtG08'LOBA 15 45 1596 Open 97% 1545 NW MC KATSURA GLEAG131PI(YLLUMJA0*CUM L5 40 1250 open NIA TOTALS IN COLUMN "MATURE CANOPY{FT2)" REFLECT THE MATURE CANOPY OF JOB NO: 3053 OCTOBER GLORY MAPLE ACEARU8R;152omen;GLGRY' 1.;93 40 1256 open 2794 303 613 335 Mu;ASHINO7JE14OYA ZELKOVAS.T.1(4ATA:YpSASH740' 1.5 15 177 Open 1007E 177 NW 306 3GLEAFIMRE ACLRMACRIP.`iY1.U,V L5 50 YES 2453 Open 24% 589 NW 397 KATSURA CERCID(PHYLLUMJAPONCUlA 1.5 40 1256 Opel NIA EACH NATIVE TREE SPECIES MULTIPLIED BY 1.25, AND NON-NATIVE TREE SPECIES JUNE 19, 2018 303 OCTOBER G_OHY MAPLE ACER RUBR:7M OCTOBER GLORY 1.5 40 1256 Open 27% 343 NA ISSUE DATE: 336 VO ID 331 MUS SHINLI ZELH01'A Zk LKOVA SERRATA MUSASHINO' 1.5 15 177 Open 79% 137 NW 395 KATSURA CERp17fPNYLLUM JA0.7ri1CU�4 1.0 40 125G 0133 NA. 304 OCTCCEPGLORY MAPLE ACERRUORJM OCTOBER GLORY 1.5 40 1256 Open 2774 343 Nri399 KATSURA a(1011.1.1MJA0oridNM 1.5 40 1256 Open MA AT THE MATURE CANOPY (TIGARD URBAN FORESTRY MANUAL, SECTION 10, PART 3, 337 BIGLEAFM.gVLE ACER MACROPHYLLUM 1.5 50 YES 2433 Open NIA 358 MLISASHINDZELKOVA ZFLKOVASERRATA AfUSASrPNO' 1.5 15 177 Open 65% 114 NW 3CE ocroeERGLORY MAPLE ACERRUBRJM 06708ERGLORI" L3 AD 1266 Open 27% 303 Nvc338 MUSABHINOZEAMA ZELNOYASvRMTA'.VUSASI-NACP 1.3 15 177 Open 10010 177 NV/ 369 MLEA.SHINOZELKOY4 ZELKOVA SOMATA M1JSASHWO' L5 1S ITT Open 84% 149 NW 400 K4TSUR?. CEACf17fPHYLLUMJAPOhICUYi 1.5 40 1290 Open N/A. M). Jurisdiction Stamp Area 3CE OCTOBER G.ORYMAPLE ACER RUBRJMOCTOBER GLORY' 1.5 46 1256 Overt 2791 343 Nri339 MIISASHINOZEL'LNA [OLROVASL•NHA14'YUSASH13U' 1.5 la 1/I Open 1495 1// WI AI MUSASHINJLLLKUYA E1LKUVASERRA*AM11}.SSri'NO' L5 15 1/r Open 94% 149 Nw ACl KATSURA '��F�`J�f�{117-LUIL�JJ15n7n,7Cu.4t 1.6 40 1256 Open NIA 3G7 OCTOBER&OM MAPLE ACM RUORLIM OCTOBER GLORY' 1.5 40 1256 Open 2776 343 NW4C2 KATSURA CERC YPHYLLUMJAPONCUM 1.5 40 1256 pen NIA 340 hiuSASKNOZE140VA ZELKOYASERRATA',VIJSASHw10' L5 15 177 Open 100% 177 W/ 371 MUSASH1NOZELROVA ZaKOVASERRATA AIUH3N SAS0' LS 15 17T Open 84% 148 HW 306 PONDEROSA PINE PIMA PONDEROSA 6'HT 40 YES 1570 Open 17% 265 Nri405 KATSURA goamiVt1UMJA5 1otv14 1.5 40 1256 pan NIA PROPOSED NEW TREE CANOPY IN SQUARE FEET IS CALCULATED AS FOLLOWS: 341 AIUSALSHINOZEL40VA Z£LP..OYASERAAT4',VUSASHAO' Lb 15 177 Open 100% 177 WI 372 MUSASHIN3ZELKOYA ZELKOVA SOMATA MUSASI4W0' 1.5 16 17T Open 84% 148 NW 361: PONDEROSA PINE P1N,J5 PONYDEROISA 0111- 40 YES 1570 Open 1395 :90 NE404 KATSURA eERCN(PHYLLLIMJAPOf111CUM 13 40 1256 Open NIA 342 Ainise.SHINO 7FI KKNA 7F1 PIM S.FRRATA',VI CSASN/IMT' 1.8 15 177 Bern 10014 177 WJ 373 ML.60..H11No121 KOl'A /Ei 401/A SFRRATA 15.111.SISHWU 1.5 15 177 Open 100% 177 NW 310 OCTOBER GLIM MAPLE .CER RUBRJM OCT08ER GLORY' 1.3 40 1256 Open 313% 479 NE4C:r PA.INC DOGWOOD CORP/A NUTT/.LLII 1.5 40 YES 1510 Opon NA343 6I1.154SHINOZPL4OVA ZELNOYA5547114/4 VLISASNIA0' LL 13 177 Open 1001E 177 NW 974 MLISASHiNOZELIAMA ZELKOVASERRATA A7USASHINO' L5 1G 177 Open NIA 311 OCTOFIFP Gi.ORY MAPLE AH;F.RRIIK.1C:1M 0CRIRFRGLORY 1.3 4u 1256 Opel. 3944 49: NF406+ EASTER%REOBLE GERG.SCANADEASIS 1.5 25 491 Open NIA 1.25X MATURE CANOPY OF NATIVE TREES 65,449 SF 344 AIUSASHINOZEL40VA ZEINOVASERRATA'.VLISASH1N0' iib 13 177 Open 87% 153 WI 375 MUSASHINOZELH041A Za%OVA5ERRMUS ATA ASMNp' 15 15 17T Open NIA 312 OCTOBER G109rr MAPLE ACER RUBRJM OCTOBER GLORY 1.5 40 3256 Open 39% 491 NE437 EASTERN RED0110 CERC.S CANADENS1S 1.5 25 491 Open N1A 345 MUSASHINOZE140VA ZELKOYASOMATA'VUSASHA30' 1.15 1.3 177 Open 87% 153 WI 370 MLJIEASH(N3ZELNOVA, ZELKOVASERRATA Af0545e1Y0- L5 15 177 open NIA MATURE CANOPY OF NON-NATIVE TREES 66.66fi SF O 34 3 313 0CTC6EF GLORY MAPLE AGER RUBRUM OCTOBER GLORY 1.59%40 1256 Open 3 491 NE 408 EASTERN REDBUO CERCIS CAN4LTEASIS 1.5 25 491 Open MA. 346 BICLCAr MOLE .CER MACROPHYLLUM L5 50 YES 2453 Open 100% 2453 WI 377 CRANE FSR ARIES GRAN.015 6'HT 40 YES 1570 Open WA 314 OCTOBER GLORY MAPLE .CER ROSPA.?OCTOBER GLORY' 1.3 40 1256 Open 39'!5 491 GiAKGU 1/NAGU BLUM Lb 45 159'0 Open 1.W% 11490 WI 4.178 MANE FIR AFOPS GRANAS R'HT 47; YFS 1F71' Open NIA 315 OCTOBER G-ORYMAPLE ACL-RRUBRJA300700ERGLORY' 1.5 40 1256 Open 39)4 491 NE 4-5 TOTAL CANOPY INSQ.FT 132,116 PROPOSED NEW TREE TOTAL CANOPY CALCULATION 132,116 SF 348 GINKGO 31NKG0 6608.4 1.5 45 1593 Open 98% 1556 WI 379 GRAND nn ABI-d ORAN= G'I IT 40 YES 1570 Open NIA 316 OCTOBER GLORY MAPLE .CER RUBRAI OCTOBER GLORY' 1.5 40 3256 Open 37% 470 NEFOIA.NATIVE TREE CANOPY 09440 LLJ 349 BIGLEAF M4aLE .CER MACROPNYLLUI4 1.5 50 YES 2453 Open 749. 580 WJ 380 GRAND FIR ARIES GRANDIS 6'HT 40 YES 1570 Open M/fn, TOTAL AdN-twSTit/Aft CANOPY 6EEE6 318 9125, HIND ZELKOYA ZELK(7VA SERRATA'M1/54SNfN4' LS 15 177 Opts" 100% 177 114 3511 11573KG0 'IMAGO RO OFA 1 F. 15 159:3 Open 14141% 15405 Wl 381 GRANIC F61 AB/ GRA6,313 a'HT 4C YES 1370 Open NIA 31E, MUSASH1110 ZELKOYA ZELKOYA SERRA IA 94.6,4 N1M0' 1.9 :5 177 Open 1001E 177 Nri "57 TOTAL FOR NW RAR64MG SH4C1E 50,921 V 351 GINKGO Ciftwo0 81L171 A 1.5 45 1590 Open 1007E 1590 WI 382 GRANC FIR AMES GRANOIS 6'HT 40 YES 1570 Open N/A TOTAL FOR NE PARIONS SHADE 3,564 NE 320 Nl1SASH740 ZELKOYA 2&.1111.SERIYA(A Il4LJSA5h'IAIt? 1-5 15 177 Open 100% 177 NW 362 BIGLEAF MA3LE ACER.144CROPHYLLU0A 1.5 50 YES 2.153 Open 24% 583 W/ 383 11.576We REUB1)U CFRC'S KANAi1E73SIS 1.5 25 491 Open NIA 321 MLISASHINO ZELKOYA 2E'LKOYA5ERRATA'A 4177140' 1.5 :5 177 Open 100% 3.77 NYY3553 OCTOBER GLCPY MAPLE ACER Ro10136;M'OCTOBER Gaon, 1.5 40 1235 Open 100% 1256 WI 304 00E00,4 WH TE OAK Qt.'ERCUS GARRYANA 1.5 50 YES 2453 Open 27% 663 NW z 322 MUSISHINO ZELKONA ZELKOYA S£RRATA'ML6ASkfM7 1.3 15 177 Open 100% 177 NK 385 CRfCON 4141 TE OAK 3ERCU5 GAARYAN.i LS 50 YES 2453 0 27% 1163 NW 323 PACIFIC DOGWOOD C0RMJ5 NU*7ALL1 1.5 40 YES 1570 Open y 33S456* OGTpUCR GLCPY war ACLR RJLYii.'M'OC7000R C1 OR'P 1.5 40 1255 Open 100%% 1256 Wl QL po' 374 {SACIFI"00374000 CORNi.15 HUTTALLIf L5 40 YES 1570 pan N15A 355 000)9E9 GLORY MAPLE .CER RJBRLM'06708ER GLORY L5 40 1255 Open 1007E 1256 WI 388 CREGON WH TE OAK rERCUS CARRYANA 1.5 50 YES 2453 Open 27% BEC NW LLJ .4735 EKILIAF WW11 401-.Y MA'�4UHMYf 11iM 1-3 770 Y1 4 7493;0 Etpen .... lu(�4 NW 356 OCTOBER GLCPY WALE AGER R;IBRL'M'OC*,BER GLORY' 1.3 40 1258 Opel" LDO% 1256 WI 337 GF+I:GOH WH TE 4AK QUERCUS CAARYAAIA LS 50 YES 2453 Open 2T+6 6EC NW CC TREE CANOPY 326 GINKGO GSYY,GOC1E043L4 I.5 45 1590 Open 100% 1580 NW 357 OCTOBER GLCRY IMPLE ACERRARL:M'0C*030,1GLORY 1.5 40 1256 Open 1007E 1256 9W 388 CREGON W14 TE OAK QUERCUSGARRYANA 1.5 50 YES 2453 Open 27% 660 NW 327 GINKGO GIN'KGOPIoQ4A L7 45 1590 00111 37% 594 NV. 3738 00104144 GLCR1 NekpLE AA:km NJ677L,A4'0C40.Te.7 GLOt2r 1.5 AD 127,71 Open WON 1256 WI 389 CRE60N WH TE OAK OVERGE/3OARRYANA 1.5 50 YES 2453 Open 27% 0565 Nw W 359 OCTOBER GLCRY MAPLE .CER RiJ6RChr'OCTOBER GLORY L5 40 1256 Ow 83% 1037 Wl 390 CREGON WH TE OAK QUERCUS GAPRYANA 1.5 50 YES 2453 Open 27% 665 NW DATA 328 GINKGO GINKGO EILOBA L5 45 1590 Ow 100% 1590 NA I, Becky Strickler, attest that this Canopy Site Plan meets the requirements in 325 GINKGO 003'7160175023. la 45 1590 Opal 8771 594 NA 360 =LEAF MALE ACV?MACROPHYLLUM 1.5 53 YES 2453 Open 24% 589 WJ 3'41 COO YYN 1F OAA QL'FRCIlS GARRYA64 1.5 50 YES 2454 Open 27% tiii7 Nw I ' 3 33U 111013.190 Gln'KGU81E4J4SA 1.93 45 lysis Open 1001. 1590 10'9 F.1 Rr.IFAR MAR F AIFF1MACROPHY11JIM IF yl YFS 7453 Open 1(1035 2453 WJ 332 OREGON WH TE OAK QOERCUSGARRYANA 1.5 50 YES 2453 Open 27% CCI NW Section 10, part 2, of the City of Tigard Urban Forestry Manual. W 331 GINKGO GINKGO P750dA 1.5 45 1590 Open 5791 594 N'N 362 GINKGO 3MD 7NKG0 EMA 1.5 45 1593 Open 100% 1590 NW 393 OREGON WH TE OAK (MRCVS GARRYANA 1.5 50 YES 2453 Open 27% 665 NW 4 332 VIUSASHINOZELKO'JA 2ELKOVASERRATA'M16ASYINO' 1.5 :5 177 Open 100% -1. N'h 363 GINKGO i1NKG08'LC&4 1.8 45 1593 Open 100% 1590 WO 394 OREGON WHTEOAK QUERGLJSGARRYANA 1.5 5C YES 2452 Open 2716 Sir, NW ,/-f-^' , Becky Strickler, PLA O Certified Landscape Architect: OR 759 1L. L4 . 02 PROPOSED NEW TREE DATA Date: 6/13/2018 -- - - - - - - ? -- - 43 - - - - - - — 404 SW DURHAM ROAD /I I l- I/ • / I f I / / •,,:e4.1.•" ` / , ' /. I 1./4„....... I :' / I f / i I / j. '. `i;� . ;,//,�1� ✓., �./.Hli/;►i /,.• I r/ %:-Y'I/y '' % f'r/-j/,,';J'I. - ,I / e /••//l/l,:-./..O. lf.if O.e 4f/ ! ,e / ,I/I / .•• .//Il/f Or //�f /I/'.,I011./ ;e•i sl 11// /,,// / I II ¢/f I , •• :a - ®f/ /l,/ /' / q / I... .�./.'•.. /. ./. ./. ,/, /•./ ./. ,f ,I I/ ,til . // / .. 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I,/I L�`/� -frI••� r '� i / �' I / e• /I f/// l I 721 NW 9TH Ave Suite 350 �` '`/'��i �� \ �- �� \ — J am\ ,,-*,1,14.. / /` s•.r! /i J /l/ ��\ ♦ �� .\• • ��/;//-_____ /�11 •.!/A.f..r, 4,;/,fr I I•,It_f f,.1/14' Portland Oregon 97209 ;' Iii i / - ti- J.' i , - :••1% f �� \ /,`�/��r �/ //ice ..4',..- r. . 14:'r•""�': 30' 342 303 313 5 '306 s 7 le.....-104 308 309 //// 4.`` / ` � �//% �� T 206 340 9500 F 206 340 9519 r •%i•, 394 310 311 312 313 314 315 316 • 317 use .e '/! % fir% r' • � r'!� /lf , •' ...:. %l �� 318 319 321. 322 -e"e°�+�� r 320 �, ee.,.wee CIVIL ENGINEER & LANDSCAPE f►-----..-77; .p• - _ 324 eie°,.:.,eiee —� Cardno //II /��,�� AO r1 ��/�/�/��/ �� ' • °r��e�e° r J- ' 6720 SW Macadam Ave Suite 200, .1!.., 393 631:4 -Ir5r• 11.1111 C -11"1": ,',_. 11"rj 1 it l I I -'1 �� :i 1'17 W'1i-II. . - `�~ — — _ - - • ' . _ d `: •:% ��... a ~ _ — — -- — - - A�C d°°°6. P a • '• T(503}-419-2500 i/ •• ,' • • T;qtr ■ i ,e 2020 1+10 ♦ .r. ,• a , r • • ) 4 / li ,/l • ',i / ./ I / .' �/ • • •... J '4 . . • .a.t` - , .{ ++. Vii, • • °♦ i.�•d° r ,.• '•, •r -.a . • ,-• / / • •. . es•o�e .. . • STRUCTURAL ENGINEER jilt - '• / • .. .,r--r a_� �-tom r • Tom , -- eu • ee /� ve -�. / r , / / bra �� I�?��]li �(, 1ll�i, ,i]�1177 'n�i1� R�liilli7iiiii� i i7i„ I��li]]i777il,illl7l °°e��+��'� w r r• f.' _ ! y :i .�� /�/ / eeeee ► Catena Engineers � I = i �� °.se �. 1 , /I � � •. f . . ___ 1,11,1n1 +1,11,1 , 1; �°e°e°O°e°e I _ _ EJ.. • �� 1500 NE1nringSt.rSuike412 •� 392 I it m . .. I ►1*/lb•' ' , : • •� /,`� ni%y .. 326 / I 327 ' +, / • I� ' ♦e t 6 e•♦ `�, Portland,OR 97232 Iia %/// rp J/ / ► ee*„ . . p�® T(503)-467-4980 /`�� ' 325 I - � Ita >,eE°;h ► �. 1 Q " �: t; % .': / , 4.. . I MECHANICAL ELECTRICAL' °:i' COVERED SOIL i p/ / i ..r�► / / ' PLUMBING E /`--....41411 •moo.. VOLUME UNDER :, •: �I/ + U G NGiNEER 4,4 it ..fire CURB / �.. 323 • I , - ' ' Glumac / �. /� 900 SW Fifth Ave.,Suite 1600 _ _ : a • a Portland,OR 97204 391 ' • • / T(503)-227-5280 r //.% I ''y';_ 329 j • '� ,�� j--; -;,). / 328 • //i j�' + ;1e �%/r!\ "fi''' /�' u' . '. , �.%" f FOOD SERVICE CONSULTANT tJJ •rj .• VI,' /a O a D STORM WATER ., ie., / / 4 i, , , _4, „ a / / { PLANTER Webb Foodservice Design r/ 405 STORMWATER IZ � r 390 ;v% % / I o p I 3700 SE Lafayette Ct. PLANTER /♦ / 4, -� i. ` '°°° I•*; I ' .1-.1111-,, TIGARD HIGH SCHOOL Portland, OR 97202 ' �'%" '+i / . 000000T(503)-236-8566 Q �uij��r - r 9 ,I • /. 000000• •00000000 / / y_ *.b •', I`• 0000000000000000 ❑ /�/� fw�= I -aooanannnnnfl a. ., Z 395 IT ,r/, .`k r / ao. '000flooflooflofl { ti� N I ��, A /�I ';.• /�/: 00A00000000000 0 • • -•fir - ' `• , i ACOUSTIC &AV CONSULTANT I e44 /, /' 331 ' n n n 0 ` .�.;� 7:0— 389 e!� 330 I �� .: I{ 1~ ��' R ,�.;,,�,f . ,. ......4:00 � ,.. , .� �� SOIL VOLUME SUMMARY The Greenbusch Group $31..--..111 ..e.'�! : /� / �/ • 1 1900 W. Nickerson St.,Suite 201 Cn Fete, , • /lj. STORMWATER '1 � j � � 396 ///� /•�, PLANTER : �/�%/ 1JS •f •- 7, OPEN SOIL VOLUME 7, ,G,.s4 ,r : I / , T 206 378-0558Seattle, WA 119 • AREA: 333,004 CF • , "'�/'• `31 M ! /HI 130, ;� • Tv /` • \ ,f jji> ;.,, �.�. 11111 ,,,� 11 i lJ I I i X111ni 1 . ,.' .. e-, COST CONSULTANT r // COVERED SOIL VOLUME `s � % % ij - �. �,• �r'!I''. ,r''t Construction FOCUS -_ %// i �� , AREA: 1,911 CF- - - - - — �,,r+•r,.r/,, 740 Almaden St. 1 ::. i 332 333 334 335 % /.�/.�/.�' Eugene, OR 97402 -r. 0: •-.4r;-' \ FOLLOW SOIL VOLUME STANDARDS SET FORTH IN THE 9 �'.6 f.i.r!, CITY OF TIGARD URBAN FORESTRY MANUAL T 541-686-2031 Si /�'�� PLANTER I ; ' �38 339 340 341 342 343 344 345 NE,'d� ,,,,�:- \ /a��-,! FOR INDIVIDUAL TREE 501E VOLUME DATA SEE SHEET L5.01 e . err -.N' : _— ,—_....„ .31i ed. �'�'�'-� �/ /I 348 j�` • • :_ :_I I 41 %�i I� i.,. 347 349to,/ �� %/ 4 • /'/r / 34s . / • / r 397 ode ��J: /,� .%•i.;514Y/ /i � "'�/iI \ 4 +t \ �' . / �1 'r /!%, 388 ..i -.� / , ��,; . rr I, Becky Strickler, attest that this Canopy Site Plan meets the requirements in 398 orb �// ?IL COVERED SOIL ; I \ \• -: . : <' �;\ „ Section 12 and 13, of the City of Tigard Urban Forestry Manual. t REVISi N �.• / _ - .r/ _ .. \ _ �. r O S DATE ;-�C ��/�� 0. VOLUME• _ , / -a-' ♦ • / /,/• • '// rr� ,� %' �` / ! UNDER CURB `` 352 %/ %/` \ •:. !� .I 4** ;. 376 4 .4,40 351 / r 1V44 VOLUME UNDER / % 1 STORMWATER / ' � ' / �' 41' / , • , (Jr, Shaping the Future /'' :./ .�� .''.' PLANTER �/ p 1 . �.j :r. / I� / • PORTLAND I1,1 `e! �'%.'' ,•.,y 35,9,,,,,„,,,,/� ` sTORMWATER \ . ./ /, i,/ • • • ` , ' ��' 387 - ;1'4' - - ` \ / �� / ++ Becky Strickler, PLA sr�o SW MACADAM AVE.srFzoo,PORTLAND,OR srrrs ,1r,r ` i PLANTER \ •\fl'- /��.�� • • 356 3 �/ ,'; 406 :•�//�/ , �% 1 7� sa3 ass-zsao Fax sa;ass-aaoo /�- / � r 357 — 58 j'/ /; �` ,��, �11 �� I, ,It Certified Landscape Architect: OR 759 r �',. // / tr, �/ , // �/ ;� ,/ 1 •. :' . ,r . / //� r Date: 6/13/2018 www.aledro corn400 '� � /��j 4ij� /%A.% ' �w r375 ! � / `,, ' 1- �rel� :,r�/,r/!, I. '� �e . Ii I 1 R i'I I- •r Ia t VI/'l�►d l' 'i-iii� �X0': � I + •r:l'.i -'.,/J% - / / ,,j , i • ma 401 / . ., �° / / //1 ,• , ,1tri /.� s'�1► / / 1/ ►/� / � 1 �'. .� '�i�,_ . / , o, •l ii r� �% % �/ j 360 I% ''i �// 1� 1; �.�'� f, , / / n PAIIaJ .♦/� f ♦.%�� /1- , 362 ' 363 •,4i7 %;374 x� • - :� 1:;..,,",1, \ / �,� 402it": ".''.��I/ ',I' ■ • /��.:. ...:y.'•: ' \ ';`° ;Airy„ -=/�� _ 361 • j / �•'` .: ' •�` \�.// ,`a: ,r .,f.. COVERED SOIL I,. �• /, ;.V /: • � ;' ::a )1 INTERIOR COURTYARD 403 �OC i1 r/;r VOLUME UNDER 1 1 / j • • % •, s'S ><// Ir CURB :•elL COVERED SOIL ` 366 ��7,...;://4/.1 / .:. _ ,��:. aI � /�% i~ VOLUME _ •� 3 //'' 365 �� / :•- ', 1. N.I:r� ' �/f,� ;!A / �� : . .. _. ,�. TIGARD TUALATIN SD : ,�.� 385Nr UNDER CURB — _'% •; • �'. r �?► ,,, Ar.pri %�� . : �. TIGARD H �/1 ► 3 1 372 i' H /�� I � // �� 373 - , . ,•' a * SCHOOL ;� STORMWATER I,! j�% i �' ` , : %/� �. 1 \\\\ . ` !' ��' •PLANTER ;._STORMWATER ii-•,...,! .r / �.� ••.'`�� . • ' PLANTER ,- 370 • ,.• ;• • ��/� :•% : r �'�.� ,. ' v/ 379 380 381 �� , :' 4 • _ Y m - • .// .1, *. ` . ,�'' ♦♦ COVERED SOIL / i - - - - '� ~ '. • * , :• s'� \ ►> • f�/ 384 .�j,' VOLUME / I .. a, / j • • / / ••r,1 �/�f.f,• !�� - 378 �/� /. / F • -AP�// !Js UNDER CURB 369 �,/ / • � •`, ••:' �� / ,1•e/ %/ . . i •��/♦�.,��I /I/ j •. `. f- \ 9000 SW DURHAM RD. 1-:%m '• - r - - - 377 � �/ /� TIGARD, OR.97224 0 367 368 % '/, �/ •• i ' i.: R.O.W. LINE /, •i r/ r / 4 Er /, ,„..10, / / A �% /� ••,, JOB NO: 13910.00 / /� / =:”. -m-=-- , _ - ISSUE DATE: JUNE 1 2018 rd7r Jurisdiction Stamp Area� , r/ . . 4 47 00 • mo '' O • ® '// ''�•`� i�'�\\\\\\ '^/ `` '.- \ DD�Oa • i � �-- Ii.._ y l' �� 4. ;, , I 1 z 0 \ 41,1 ' -.- tiv... 404 " lt......, � P � •t� , .....„......- / - - Q /diA • 4‘✓ �� a I �I; iio,„.„... "� r �S r�J O _, ,_____„-‘ ..„1,1r, - " , f .- - . . . . it ! i o J;i� `, / • a # �7 • :: FOOTBALL FIELD •,. ! I • ,, .., � � U ,,. / , x I z 1 1 , . ;,� 1 c' I o I . w 1• '� -i-.\0,0\\'"\-\''''c7, II TREE SOIL • 1111 ►• \ 0 ..�`�'° l 1 VOLUME PLAN :I \, UJ I — 00 CK 30 15 0 30 - - - Il I CtO 4r LJ- KEY MAP 0 L5.00 SCALE: 1"=-400' s bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 Tree ID Parking Open Soil Covered Soil Total Soil Tree ID Parking Open Soil Covered Soil Total Soli CIVIL ENGINEER & LANDSCAPE Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(CS.) Cardno 301 PONDEROSA PINE PINUS PONDEROSA NW 3,813 0 3,813 328 GINKGO GINKGO BILOBA NW 2,391 0 2,391 6720 SW Macadam Ave Suite 200, Portland, OR 97219 302 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,745 0 2,745 329 GINKGO GINKGO BILOBA NW 1,812 0 1,812 T(503)-419-2500 303 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 330 GINKGO GINKGO BILOBA NW 2,790 132 2,922 304 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 331 GINKGO GINKGO BILOBA NW 1,800 0 1,800 STRUCTURAL ENGINEER 305 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 332 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,731 132 1,863 Catena Engineers 1500 NE Irving St., Suite 412 306 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 333 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASH'NO' NW 1,731 132 1,863 Portland, OR 97232 307 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 3,591 0 3,591 334 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,818 132 1,950 T(503)-467-4980 308 PONDEROSA PINE PINUS PONDEROSA NW 2,526 0 2,526 335 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,074 0 1,074 MECHANICAL ELECTRICAL & 309 PONDEROSA PINE PINUS PONDEROSA N 2,811 0 2,811 336 VOID PLUMBING ENGINEER 310 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 3,507 0 3,507 337 BIGLEAF MAPLE ACER MACROPHYLLUM N/A 6,402 0 6,402 Glumac 311 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 338 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,664 0 2,664 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 312 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY° N 2,241 0 2,241 339 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,854 15 1,869 T(503)-227-5280 313 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 340 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,854 15 1,869 314 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 341 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,833 0 1,833 FOOD SERVICE CONSULTANT 315 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 342 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,833 0 1,833 Webb Foodservice Design 3700 SE Lafayette Ct. 316 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY N 4,446 0 4,446 343 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,720 0 1,720 Portland,OR 97202 317 PONDEROSA PINE PINUS PONDEROSA N 6,378 0 6,378 344 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,720 0 1,720 T(503)-236-8566 318 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 177 1,746 345 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,985 0 2,985 ACOUSTIC &AV CONSULTANT 319 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 177 1,746 346 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,526 15 2,541 The Greenbusch Group 320 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 132 1,701 347 GINKGO GINKGO BILOBA NW 2,292 - 0 2,292 1900 W.Nickerson St., Suite 201 321 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 132 1,701 348 GINKGO GINKGO BILOBA NW 2,292 0 2,292 Seattle,WA 98119 T 206-378-0569 322 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 132 1,701 349 BIGLEAF MAPLE ACER MACROPHYLLUM NW 5,979 0 5,979 323 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 4,941 0 4,941 350 GINKGO GINKGO BILOBA NW 2,895 0 2,895 COST CONSULTANT 324 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 2,421 0 2,421 351 GINKGO GINKGO BILOBA NW 2,895 0 2,895 Construction Focus 325 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,514 177 2,691 352 BIGLEAF MAPLE ACER MACROPHYLLUM NW 9,858 0 9,858 740 Almaden St. 326 GINKGO GINKGO BILOBA NW 2,574 132 2,706 353 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,010 15 2,025 Eugene, OR 97402 T 541-686-2031 327 GINKGO GINKGO BILOBA NW 1,944 99 2,043 354 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,010 15 2,025 PAGE 1 PAGE 2 e REVISIONS DATE (.f) Cardno Shaping the Future Tree ID Parking Open Soli Covered Sail Total Soil Tree ID Parking Open Soil Covered Soil Total Soil PORTLAND 6720 SW MACADAM AVE STE 200,PORTLAND,OR 97219 Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) 7a:1503)419-2500 FAX•(E33}419-2600 355 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 382 GRAND FIR ARIES GRAND'S N/A 8,229 0 8,229 """v` 0c' 356 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 383 EASTERN REDBUD CERCIS CANADENSIS NIA 2,721 0 2,721 357 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 384 OREGON WHITE OAK QUERCUS GARRYANA NW 3,996 0 3,996 358 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 385 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 359 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY NW 6,729 0 6,729 386 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 360 BIGLEAF MAPLE ACER MACROPHYLLUM NW 5,466 0 5,466 387 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 361 BIGLEAF MAPLE ACER MACROPHYLLUM NW 1,962 15 1,977 388 OREGON WHITE OAK QUERCUS GARRYANA NW 4,284 0 4,284 362 GINKGO GINKGO BILOBA NW 1,614 0 1,614 389 OREGON WHITE OAK QUERCUS GARRYANA NW 1,953 0 1,953 363 GINKGO GINKGO BILORA NW 1,650 0 1,650 390 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 364 GINKGO GINKGO BILOBA NW 3,114 0 3,114 391 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 365 GINKGO GINKGO BILOBA NW 2,376 0 2,376 392 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 TIGARD TUALATIN SD 366 BIGLEAF MAPLE ACER MACROPHYLLUM NW 6,156 0 6,156 393 OREGON WHITE OAK QUERCUS GARRYANA NW 3,300 0 3,300 367 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,761 15 1,776 394 OREGON WHITE OAK QUERCUS GARRYANA NW 3,768 0 3,768 TI GARD H I G H 368 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,761 15 1,776 395 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,605 0 1,605 369 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,049 0 2,049 396 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,509 0 1,509 SC H JD L 370 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,448 0 2,448 397 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 1,302 0 1,302 � 371 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,950 0 1,950 398 KATSURA CERCIDIPHYLLUMJAPONICUM NIA 1,614 0 1,614 372 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,950 0 1,950 399 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 1,506 0 1,506 373 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 3,450 0 3,450 400 KATSURA CERCIDIPHYLLUMJAPONICUM NIA 1,506 0 1,506 374 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 5,529 0 5,529 401 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 1,506 15 1,521 375 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 7,440 0 7,440 402 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,293 0 1,293 403 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 5,433 45 5,478 9000 SW DURHAM RD. 376 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 9,873 0 9,873 TIGARD,OR.97224 404 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 2,699 45 2,744 377 GRAND FIR ARIES GRAND'S N/A 4,404 0 4,404 405 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 4,716 0 4,716 13910.00 378 GRAND FIR AB/ES GRAND'S N/A 7,140 0 7,140 JOB NO: 406 EASTERN REDBUD CERCIS CANADENSIS N/A 6,240 0 6,240 ISSUE DATE: JUNE 19, 2018 379 GRAND FIR ABIES GRANDlS N/A 9,036 0 9,036 407 EASTERN REDBUD CERCIS CANADENSIS N/A 6,630 0 6,630 380 GRAND FIR ABIES GRAND'S N/A 9,837 0 9,837 Jurisdiction Stamp Area 408 EASTERN REDBUD CERCIS CANADENSIS NIA 7,917 0 7,917 381 GRAND FIR AB1ES GRAND'S N/A 10,269 0 10,269 TOTALS 333,004 1,911 334,915 • Z 0 PAGE 3 PAGE 4 W PROPOSED NEW TREE SOIL VOLUME DATA 0 Z w TREE IL �c so s I, Becky Strickler, attest that this Canopy Site Plan meets the requirements in W VOLUME DATA Section 12 and 13, of the City of Tigard Urban Forestry Manual. Idit- ° mow// LL. L.L Becky Strickler, PLA O Certified Landscape Architect: OR 759 I_, L5 . 01 Date: 6/13/2018 rn 1 Imo a) __ __ __ __ �_i .• � __ _i I i__ ii�ii _i L_ _NM 1_ ii i_ i_ i._ _ _ -- __ __ ii ii i_ _— ii cc 131111-1 0 a• Y.; a •' 11: FR e 4 CPs m 0 05I • A7 isc n m (��4 1 • a.' - 4 -ii A'-ti.:J.:a• - - A. \ /• 1 • - d .•a- '+ • "• . . .. - a / •' -• �. FO �_ °. ! FO •q • ..• • •. aL✓ b • •• • • a._ . . A -.11 -a' a a FO-a, FO • O. • •FO Fa F6.- 4 a • • O • • • a • - Ph.-4•. • ..;•‘• . .'d I _ _ - a ' a FO '� '�'" . F0.—:--.—. . —_'q d a 8 l.C) –.- ..a...-_ • -'l I\ _,._.rte-..___ _:} _ A d . d ._ �. a - d d. tai cn I 1P W LL aN I— ri.. z 0 0-, 8 g M71- E — — — — — � � — -- EXISTING SIGN T I � � � S � "NO PARKING" u? Q o w EXISTING TRAFFICEXISTING TREE, TYP. 11 EXISTING SIGN LIGHT POLE, TYP. 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F4 • • UVJ a .a - ° .4 • • . -- . ad — .• F . • f0 •• • _ •FO ' • • •• .F •• FO • . •f0 GENERAL LANDSCAPE NOTES:. O : 3 • . 1 < J Z / /\ / \ 0 ' I 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER V Ur CITY OF TIGARD PLANNING DEPARTMENT. — D W I U F l ' t 2. ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. 0 ❑ Q F-- 11J _LLJ 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION �/ 0 I EXISTING SIGN — SYSTEM WITH FULL HEAD TO HEAD COVERAGE- EXISTING SIGN EXISTING "NO PARKING" < = LIGHT POLE, TYP. CROSSWALK SCHOOL ZONE FIRE HYDRANT 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD CD D CD ~ 1 (TO BE RELOCATED) EXISTING _ EXISTING �, FOR NURSERY STOCK STANDARDS. _ C� WATER VAULT v 1— O_ I— P STOP SIGN Z 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL _7.1 — , /.\ - // j/ �//j�/./ 1./.!,../././.7;11 U ' ' // /./' /-�' // /- ' SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT I— /////////;•2,/, //. /./7//;- .•,../‹.7 • . a` • • a • f //,7// /// ///j//�j/ SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE m • • •d DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT 4 a a . q q • • \/\/ 4''8 NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH • • -• a.•: ��' ' .' v PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. . 'da -� d .- • �• : • '• J—. a • d. +Q / "a •a • - a = '. aa \\�/_ _ ! '. ...a: • • 4a .a iO • _ �.: • � nl ' ° _ a 'a. a -• • : 4 z d. - a e a, _ \/�\/ \/ a • i.�`7_.. a a•r •� • _ ?IO0 007 �®irS!S/ .r X X� aX 00.XXX OS 1000010 ` ! y \_/ \/\/\/ \/ \/ \/V'\/\/\/MV r-© , ©4©„© 0 . ©�©•© O_ . �•iiipo .�.,\/\/\/ 4 . _ :. \/\/v \/v\/N./\/\/\\/v\i ROW 3r • /\/ \/\/\/\/\/\/\/ \/v,/\/\/ LIC) 'e .a e Ii A./v//7 ,.. _,,,Ari\ ./ „J... , �iO (X,4"\XXX> X�vvvvi LINE /. .� ; ��. �et ‘,„,.a as ' \/__Y_\/'__\(_._ ` © © 000 . \:�\�/\'\ _ Iv Tar 1r \v/4/`,/ \\ o ` ° :.\: -....4• :. ..... . .. FOR PLNT ` ..-N \ \�\�\// , \ _ dA MATERIAL LEGEND, SEE SHEET L6.02 cT I ' \ ��+ .r • ; .. 4 • ' if FOR PLANTING DETAILS & NOTES, SEE SHEET L6.03 w .. V UJ O0 r•� •. aa. Q O O • A. d: •a 0. H / ' �OlO�i • y � a a1.L • OOy�l . ♦ ;IC:a0� d i ..I I.I III 1 sw 1 .. j i /I � e �. as - ,¢ 'a 44 'd • a - -- •I , .-. .. '•••._...p , • g _ . • 4 e a a � v �' { Cll SW DURHAM ROAD - EAST ;.�1 •SCALE: 1”=20' 11:101,4 o �" R I_____Im71 ] o ` - e''';i 0 20' 10' 0 20' ' '11.\ o%'i. ,' — = --i J r cu 11. II ♦ Z • 1,1 11 .0- W FL . aa,... a• Iii Z in0.3 W .__ DATE 1 6/1912018 o 2 DRAWN 1 KNY } N o Of LU DESIGNED I KNY T. �I •� .I LL CHECKED I MCL W PROJECT# 1 21712810 a IIrn in L0 J SHEET TITLE °O CV 6U PLANTING-DURHAM s KEY MAP 0 SHEET NUMBER 0 N LL L6 E N SCALE: 1"=440' . 00 o_ LAND USE# s rn oo, n x �. Ili ° UI it; H cn W � Q V °.a 0 Z UUT• 1 . D i ... . ( °° • H 7 g )119 . ® :: I I I I I . . ,. I I i I I • e . y • -- -- -- NMI OM il il •Me.. .. L - o, o . t.mb lo• E l .i. ' .1.1,MN 4lirl ii i ibn i • , r„. 0. .. 4p % •• • - .. - . a , sa D --. ►aa -a . a. ' - _ _ a .. „ate .•i .Ma � e • 4y\ • _ .77.--7.---7-7____=1„, � r' P �I ' c a ' - a e • a / 1 . i d I\�i.a ° • 'hat. ' • • ► a a' a . 'D �__._`! I a '_y_ l \ cA . d • a a v' + �D/ Is. a s- . a SW 92ND AVENUE o EXISTING STORMWATER CURB INLET PLANTER STORM MAN OLE CATCH BASIN (/) LIGHT POLE, TYP. \ STORM \ /_ _ Q_ = ;\ MANHOLE / y CL/ r r L &),, / ,.� \ 30'-(Y_ _ --- — — n i Z _ y— t A 7 .__ i, Al offill111161111 0 ir )f• fa ••i� '�/ `, i'4,,.:1-.(...---:.••'.:'i'...:,'';.:,!. ,r, -4'- -: ::...-;;;;L::..::::. ::,.. ...."!...":'',.... ..',. Y i ::-.1. 1:-.::- .'-,-:':z• •;— . f ''-.'ir•• -'• ' 1: ''• - ' — k • • /1 f1L� • Jy� /► . 1 � //yam � ale a A afl�,• • • ' � • . r: .. j ` / _111M1 ... c' '� .. iffr: 7A ? s - _ as : .. 4-' • d: °.. .:, t' a + n T� Gr • a \.Q 1 ce !� a ° J d ♦ ° a s \ s v;'9 �. 4 a 4 4 4 4 _ a _4 a a d n 4 twiii Q a 4 a +I – Q a i ! - a A •O __ d 4 4 d �. I t 1 4 a 1 4 d , i e r • • :t . 4 '1 ,, .• i) ( v 4 . . % a i i + 4- ,e� + .' ; . ,' + i + . + + i� + + i + ,; + + ,'.' 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VAULTS \ ,'= ' �� 0 Iwo a ,� �` � � ,— ~ — � _ � . 0 V 4 . . 0 i "::--fte) 4 0 • 1 4 (DO 141''' .. .,r,„ik,1 <1 ,. n . .11. ;•- .. .. @) Ikk 0 ••• a - * • 1 .. * /)\ g g .:. * L 1 I C \ ' t 0 1 . . • . 0 i. .... ir M ► \ . \ \ \ \ \ ;-� ; * ; + % , • / • ! - M . 4 w \ •. \\ \\\\\\.\\,\.,..,,\\\ V °�V V}�VC:f.� ` • \ � \ �` �• \� �� \ , \ • \\ \ ' ` ' V ° aV QV , ar ,. 1 = \\ ‘\ -.\\\\\\ \\ \\\\ \\ \\\\\.\ :-\\ � \\ \ v . '4v a Va Ky • ... - , .:• .- - eh <1a <1 <, < s . itIL, . \ .\\ �\\ �\ \ �\\ \\ \\ \��\\•\ t\ 1 , . a a a , h ..r . it = < —Jz C u. Q O GENERAL LANDSCAPE NOTES: LLI _ (i) D 0 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER 0 CITY OF TIGARD PLANNING DEPARTMENT. Et Et 0— ❑ ❑ 0 O 2. ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. < 03 Q r 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION V D0 Q SYSTEM WITH FULL HEAD TO HEAD COVERAGE. — — 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK STANDARDS. y m 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. z a F• CL FOR PLANT MATERIAL LEGEND, SEE SHEET L6.02 U FOR PLANTING DETAILS & NOTES, SEE SHEET L6.03 u) a w I- a swpu RD [ l - - __ GE Mli -----"' -- _ 4.__. _ , ,. . , ••• 11 � A___ A: Al. ° ,. 1 Y 1,, ■ KM ��`: ''. I 1, a r I 1 , __ :!': titikoi. iH I 1 I , . if .. \-• 1 qt.•c ..; lar• -.---.._ ›— J 4„ .�' ` e Q' _,...e•• � ' Z CU f ♦ O 6 ."1 °,:ii _ 4t 4 - oi• m .° . . ,., :j a. Lr. *111 z EP W DATE 161191201$ a o IB a DRAWN I KNY C)o� 0 00 lk ° I. ' a o . • W DESIGNED I KNY Y U1 ° "° LL a c� ° —— . I W PROJECT D# 121712810 cs Ct .. SHEET TITLE NJ J a PLAN TING-92ND• 0. 0 N KEY MAP 0 SHEET NUMBER co 03 LL L6 . 01 Q �— SCALE: 1"=400' .. ci} , o 'ii d i� LAND USE# • rn U LANDSCAPE PLANT MATERIAL SCHEDULESYMBOL STREET TREES(00,--- --....,,, ITEM SIZEQTY. COMMENTS C QUERCUS GARRYANA 1.5" CAL. S I Q REFER TO DETAIL 4/SHEET L3.04 vOREGON WHITE OAK B&B MATURE: 65' HT. 150'WD. c:, PNW NATIVE CERCIDIPHYLLUM JAPONICUM 1.5" CAL. 10 REFER TO DETAIL 4 !SHEET L3.04 AV co KATSURA B&B MATURE: 40' HT. /40'WD. MED. STATURE j LL FALL: YELLOW TO APRICOT ORANGEIld ¢ Fr j r OC E E i t. ,- cv � aCDI- SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS 0 ABELIA X'ROSE CREEK' 3 GAL. 155 REFER TO DETAIL 2/SHEET L3.04 ROSE CREEK ABELIA 4' O.C. MATURE: 2-3' HT. 13-4'WD. FULL SUN TO PART SHADE/ EVERGREEN 0 BERBER'S THUN. ATROPURPUREA NANA' 3 GAL. 100 REFER TO DETAIL 2/SHEET L3.04 CRIMSON PIGMY JAPANESE BARBERRY 4' O.C. MATURE: 3' HT. /4'WD. rww FULL TO PART SUN . g CEANOTHUS X'BLUE SAPPHIRE' 5 GAL. 72 REFER TO DETAIL 21 SHEET L3.04 Is BLUE SAPPHIRE CEANOTHUS 6' O.C. MATURE: 2-4' HT. /4-6'WD. ED PART TO FULL SUN /EVERGREEN COTONEASTER DAMMERI 'LOWFAST' 5 GAL. 45 REFER TO DETAIL 2/SHEET L3.04 BEARBERRY COTONEASTER 6' O.C. MATURE: 1-2' HT. /6'WD. ® FULL SUN I EVERGREEN (1) FATSIA JAPONICA 5 GAL_ 5 REFER TO DETAIL 21 SHEET L3.04 JAPANESE FATSIA 6' O.C. MATURE: 7-8' HT. /6'WD. 0 PART SUN, FULL SHADE/EVERGREEN MYRICA CALIFORNICA 5 GAL. 23 REFER TO DETAIL 2/SHEET L3.04 Z PACIFIC WAX MYRTLE 6' O.C. MATURE: 8-10' HT. 16'WD. 0 w SUN TO PART SHADE/PNW 1 EVERGREEN O MISCANTHUS SINENSIS 'LITTLE KITTEN' 2 GAL. 126 REFER TO DETAIL 2/SHEET L3.04 I— LITTLE KITTEN MAIDEN GRASS 2' O.C. MATURE: 3' HT. / 18"WD. H 0 FULL SUN / EVERGREEN 0 NANDINA DOMESTICA 'FIREPOWER' 3 GAL. 175 REFER TO DETAIL 2/SHEET L3.04 Ll.. N FIREPOWER HEAVENLY BAMBOO 3' O.C. MATURE: 30" HT. /30" WD. ! ! SUN TO PART SHADE / EVERGREEN 0 POLYSTICHUM MUNITUM 3 GAL. 6 REFER TO DETAIL 2/SHEET L3.04 �y c:: V J SWORD FERN 4' O.C. MATURE: 3-6' HT. 13-6'WD. / PNW LL FULL TO PART SHADE/EVERGREEN W E0 0. PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GAL. 116 REFER TO DETAIL 2/SHEET L3.04 ❑ J O OTTO LUYKEN ENGLISH LAUREL 6' O.C. MATURE: 3' HT. /6'WD. SUN TO PART SHADE /EVERGREEN 0 0 0 SARCOCOCCA HOOKERIANA VAR. HUMILIS 5 GAL. HIMALAYAN SWEET BOX 4 REFER TO DETAIL 21 SHEET L3.04 0 6' O.C. MATURE: 2' HT. /8'WO. FULL TO PART SHADE/FRAGRANT/ EVERGREEN I GROUNDCOVERS o o ITEM SIZE QTY. COMMENTS 0 I- coV V V v ARCTOSTAPHYLOS 'EMERALD CARPET' 4" POTS 12,633 SF REFER TO DETAIL 1 /SHEET L3.04 0 v J rvvv I .1 Z EMERALD CARPET KINNIKfNNICK 3'O.C. 1,620 PLANTS MATURE: 1' HT. 13-5'WD. ,,,. FULL SUN / EVERGREEN 0 .._. i::::::1 FRAGARIA CHILOENSIS 4" POTS 1,650 SF REFER TO DETAIL 1 /SHEET L3.04 COAST STRAWBERRY 1$" O.C. 845 PLANTS MATURE: < 6" HT. /3'WD. U) 0 < FULL SUN / PACIFIC NW NATIVE 1EI115PACHYSANDRA TERMINALIS 1 GAL. 3,003 SF REFER TO DETAIL 1 /SHEET L3.04 I < _J z .., ...,.. JAPANESE SPURGE 3'O.C. 385 PLANTS MATURE: 6-12" HT. /6-12" WD. FULL TO PART SHADE/EVERGREEN Q 0 D 0 PT303 SUN MIX SEED 23,360 SF REFER TO NOTES I_ LLI BY PRO TIME LAWN SEED 7-10 LBS. / 1,000 SF 230 LBS PERENNIAL RYEGRASSES, CHEWINGS FESCUE I v I MISCELLANEOUS �/ J 0 0 ITEM SIZE QTY. COMMENTS L.L. W 0 v" vvv , EXISTING LANDSCAPE TO REMAIN < CO Q rX •!t/YY PROTECT 0 D 0 o< .ea3. BARK MULCH TREE PROTECTION I— 0- I— I= I-6' ORIENTATION IN DIRECTION OF TYPICAL MOWING >m STRUCTURAL INFILTRATION PLANTER PLANT MATERIAL SCHEDULE SYMBOL ZONE A- HERBACEOUS ITEM SIZE QTY. COMMENTS - JUNCUS PATENS 1/2 GAL. 1,500 REFER TO DETAIL 1 1 SHEET L3.04 SPREADING RUSH 1' O.C. MATURE: 1'-2' HT. /CLUMPING PART SUN /MOIST/MASS CAMASSIA QUAMASH 1/2 GAL. 568 REFER TO DETAIL 1 /SHEET L3.04 COMMON CAMAS 1'O.C. MATURE: 24" HT. SUN TO PART SHADE/WET/ MASS o iss CAREX OBNUPTA 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET L3.04 7- SLOUGH SEDGE 1' O.C. MATURE: 2' - 5' HT. /SPREADING E 4,900 SFSUN / MOIST/MASS w 5,635 PLANTS DESCHAMPSIA CESPITOSA 'BER!NGENSIS' 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET LS2 0 TUFTED HAIRGRASS 1' O.C. MATURE: 0.75-4' HT. - SUN /MOIST 1 MASS SYMPHYOTRICHUM SUBSPICATUM 1/2 GAL. 567 REFER TO DETAIL 1 /SHEET L3.04 a DOUGLAS'ASTER 1' O.C. MATURE: 3' HT. 0 SUN /MOIST/ MASS eTh CORNUS STOLONIFERA 'FARROW' 5 GAL. 14 REFER TO DETAIL 2/SHEET L3.04 ARCTIC FIRE RED TWIG DOGWOOD 4' O.C. MATURE: 3-4' HT. /3-4' WD. -"---,..-----1---H SUN TO PART SHADE NOTE: MASS PLANT EACH SPECIES IN EQUAL DISBURSEMENT IN PLANTED AREA SHOWN. o J Z I 0 CU LU in 0 Z m W DATE 16/19/2018 a) �/ 0' c?Et DRAWN I KNY O CO W DESIGNED I KNY Y LI LL CHECKED I MCL aeL PRO ECT 121712810 Et"cr ca SHEET TITLE . ¢ PLANTING LEGEND N o 0 SHEET NUMBER W in N L6 .02 . §-..- ,3)a_ LAND USE 4 w • cR • O „,,,,iiii ,,,,, ce O IZI 0p Z 4'1 nuX a 0 . L g � w - INSTALL BARK MULCH IN 3' DIA. ° O ,_o REMOVE CONTAINER FROM PLANT AND SAUCER. SAUCER SHALL BE n� I �� es 011 0) 011 0 SOAKED WITH WATER AFTER '� �� , t IP' 0 o SCORE ROOTBALLSTETO LOOSEN ANY PLANTING. *� yy A • ROOTBOUND ND MATERIAL PRIOR TO •� o INSTALLATION. GENERAL PLANTING PLAN NOTES: .i § Q i Ni. '� E i t� 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6" BELOW $. -. FINISH GRADE BACKFILL WITH TOPSOIL.AMEND BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO 01!)3 TOPSOIL PER LAB ANALYSIS AND ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. CC w - 2i 0 PROJECT SPECIFICATIONS. EQUAL .. ,__;vF ,► __::. ;_ . , 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL 4- ca H ' EI I I=I i I=i I i'llk � :11E111- 11E111 UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS IIII II II1iI I11 I 11-III-IIIAND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. �, I I-I I I-III=1 IIALL GROUND COVER SHALL BE PLANTED AT EQUAL =111=1II II \ II =I I=� THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO TRIANGULAR SPACING PER ON CENTER SPACING AS -III- 6" 1 F �` 6" Il-1I1- CONSTRUCTION. 11 I MIN. 0/ /v I 11=1 MIN. _ SPECIFIED ON PLANTING PLAN. -III= _ EWE 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. I1 III - - III-1 I SCARIFY 4" DEEP DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. LOCATE GROUND COVER ONE HALF OF SPECIFIED El I 1-I - =111-111=111-_- -!I --"I I I- AND RECOMPACT SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR I I I II I I I I!I III III;III III III III-11 VERIFY LIMITS OF WORK BEFORE STARTING. OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE ARCHITECT. BACKFILL WITH APPROVED TOPSOIL. AMEND TOPSOIL PER THE LAB ANALYSIS. 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT cn MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS 0 GROUNDCOVER SPACING DIAGRAM SHRUB PLANTING SHOWN. 2 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. Z SCALE: NOT TO SCALE SCALE: NOT TO SCALE z STREET TREE 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO O I-1-1 ROOT BARRIER REQUIREMENT: PLANTING,TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES H TREE INSTALLATION STEPS: INSTALL 18"X 15' ROOT BARRIER* (BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. H r 1 1. WHILE TREE IS OUT OF THE HOLE: WHERE ANY TREE LOCATION IS WITHIN < _ • REMOVE WIRE BASKET 5' OF ANY HARD SURFACE PAVING OR 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE A ' n/ COMPLETELY. o UTILITY BOX. INSTALL PER OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON I L.L • LOOSEN TWINE FROM ROOTBALL 1 °I 0 0 ° MANUFACTURER'S RECOMMENDATION. THE PLANS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND H AND REMOVE COMPLETELY. ,� 0 * ° AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY O 2. PLACE TREE IN HOLE. ° 0 1 0 APPROVED ROOT BARRIERS: SHALL GOVERN. lig 3. UNFOLD BURLAP AND CUT AWAY l► kii o DEEPROOT UB 18-2 TOPSOIL NOTES: W- CK 0 ° •.AT LEAST 314 OF BURLAP. . oNDS EP-1850 10. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER 41 WO 4. BACKFILL TREE ROOTBALL WITH • ° • • OR EQUIVALENT 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE AND DRAINAGE SYSTEMS. ❑ a_ J APPROVED AMENDED SOIL. • / NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE o • • • ` �� 0 O BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. AMENDED 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE 0 O ° �, pliPP--seTOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. _ 7 DEVELOPMENT. _I1 °� , 3- ° • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL&TILL IN 2" 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR O 0 DO NOT CUT r��'S 0 3/4"WIDTH PLASTIC TREE LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. CI)MAIN LEADER /�' TIE •CHAIN LOCK OR • PROVIDE MIN. 12" DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. O v, I- APPROVED EQUAL. •• PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL I 7 o �- -==- • MOUNDING REQUIREMENT. PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN L 0 0 ° COMPLETED BY THE CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER U i_ 0 2. UPON BEING AWARDED THE: CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, �/� 0 INSTALL BARK MULCH IN 3' DIA. 6'MIN. BRANCHING WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO WHICHEVER IS LONGER. WARRANTY ALL PLANTING FOR A PERIOD OF ONE (1)YEAR FROM v Q SAUCER. SAUCER SHALL BE J HEIGHT DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE THE DATE OF ACCEPTANCE. _ < z SOAKED WITH WATER AFTER CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING Q 0 PLANTING. 2"x2"WOOD STAKE DRIVEN THAT THE TOPSOIL BE ANALYZED FORA LANDSCAPE CROP. AFTER RECEIVING 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC 0 U 18" BELOW UNDISTURBED RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS AMENDMENTS AND FERTILIZER. ❑ 0 FINISH GRADE SOIL AND LONG ENOUGH REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO 1 0 Hr -1 111=1 i I 11=1" k 1-111=11I_ TO SECURE LOWER 2/3 OF WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. 15. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE 1 11111-1 I 1111 I1 _I TREE TRUNK FROM SWAY. GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW ❑ 0 0 -MEW I II I II I I ��/`1 �,� I II I II!Imo- ' 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB ANALYSIS RECOMMENDATIONS. N N =111 12" // ' ', 12", 11=I I RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS L.L L.L 0 III- MIN. IF k\-, MI III- ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#7 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL 1 =III �/ f�t� { -I i BACKFILL WITH TOPSOIL BELOW. SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. I11=1 �', 1I1 1 TO MINIMUM DEPTH OF 18". Q AMEND TOPSOIL PER LAB I -11 I- I=I -I -- -I I- PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH P.I 1 - =I -1I I-1 I -=1 _ EI 11 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY(AS DETERMINED BY THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT -111-11H11 1T_[111411- 11- --1 ANALYSIS AND PROJECT THE SOIL ANALYSIS)OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH SCARIFY 4" DEEP 1=111= 11111,E I SPECIFICATIONS. MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9"OF AMENDED PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. AND RECOMPACT IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT AGREEMENT. >- 17. 17. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE co 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED AVAILABLE IN THE SIZE SPECIFIED,THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' DECIDUOUS TREE PLANTING ACCORDINGLY. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE 4 WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR PLANT MATERIAL (AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E. 4" POT SCALE: NOT TO SCALE MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO ONE GALLON CONTAINER, 2"CALIPER TREE TO 2.5"CALIPER). TO 7.0, FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH. 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, 6. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO z 0 STATE ORGANIC MATTER, INORGANIC MATTER (SILT, CLAY AND SAND), DELETERIOUS IMPLEMENTATION. p MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL a_ ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT"I.E. 2 LBS OF 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN o 15-15-15 PER 1000SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY o LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS LIJ DAYS PRIOR TO MOBILIZATION. TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS a DETERMINED BY THE OWNER, NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SHALL ADD 1 PART(2 " LAYER) OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED 1.E TOPSOIL. SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD 20. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO DEBRIS)TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, MIXING. ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED 21. PLANTING RESTRICTIONS-PLANTING IS NOT PERMITTED DURING THE FOLLOWING _ AREA TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT o WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT J VD WEED GROWTH. SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP C. WET WEATHER: SATURATED SOIL J n OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER. PLACE REMAINING HALF OF THE D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. Z 1- PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND 0 3 ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND 0 IRRIGATION SYSTEM. W m 9. WITHIN TREE WELLS& PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO 0 a 0 A MINIMUM DEPTH OF 18"AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL 23. DO NOT LOCATE TREES IN EASEMENTS. F- AS REQUIRED PER DETAILS AND NOTES. Z 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR w DATE 16/19/2018 sa CI IMPORTED TOP SOIL AND HUMUS MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE DRAWN 1 KNY CD AND WRITTEN APPROVAL. THAT DO NOT WILL BE REJECTED. 2" CALIPER TREES MUST BRANCH AT 6' MIN. HT. r N Ll DESIGNED I KNY a o CD Ui LL CHECKED I MCL TOPSOIL NOTES PLANTING GENERAL NOTES W PROJECT# 1 21712810 ` 60 CK o_ U v SCALE: N/A SCALE: N/A SHEET TITLE Lr) a3 Ct DETAILS & NOTES co o O SHEET NUMBED to - co LL E = T ,, ,, 00 12 . . .. ,. „. i. ,, „: : ' , ., . ,, .,,.7 o. el o o bassetti I _ ;, AIRD 1 r {S C .. , iia-miC PLAN 1 architects -w „o; `�L-- _I-i e I i 10 I e_1 I e I STANDARD EROSION AND SEDIMENT.. 4. SWDURHAM ROAD -1-----__.--_"-.-.-_-."^_ _ 721 NW 9TH Ave, Suite 350 . . -______;_,___1„_____-_-__._._____._7---..----.- CONTROL PLAN DRAWING NOTES _. �. `. �� , f �; ... , ,,�, ... T2Portland,3 3409500F 206 340 9519 _ _ " ` ' 1, Hold a reconsction meetin of project constction peonnel that includes the ins ector to discuss erosion and THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND • • sediment control measures and construction limits.(Schedule A.B.c.i.(3}} GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMITt „ • .! I I E 2. BAl inspections muss be made in accordance with DEQ 1200-C permit requirements. (schedule A.12.b and Schedule REQUIREMENTS. iN CASES OF DISCREPANCIES OR OMISS10NS, THE 1200C PERMIT REQUIREMENTSI ) C!V!L ENGINEER & LANDSCAPE , , I 3. inspection logs must be kept in accordance with DEQ's 1200 C permit requirements.(Schedule B.1.c antl 5.2) SUPERCEDE REQUIREMENTS OF THIS PLAN. Corrina 4. Retain a copy o(the 3=5CP and all revisions on site and make it available an request to DEo,Agent,or the loeat 6720 SW Macadam Ave Suite 200, DEVELOPER II munici all Durin inactive eriods of realer than seven consecutive calendar da s,the above records must Portland,OR 97219 . , • �� BMP MATRIX FOR CONSTRUCTION PHASES T(503}419-2500 II : ° DEVELOPERICOMPANY:TIGARD TUALATIN SCHOOL DISTRICT be retained by the permit registrant but do not need to be at the construction site,(Schedule B,2.c}s'o ° '•."" „„ '• 5. All permit re istrants must im lenient the ESCP.Failure to imement an of the control measures ar practices - CONTACT:ERNIE BROWN g p Y STRUCTURAL ENGINEER 4iIii?,80".174C10! �! described in the ESCP is a violation of the permit.(Schedule A 8.a)6970 SW SANDBURG STREET REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF` ,�• - 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) Catena Engineers tlr t _;� ; . TIGARD,OREGON 97223 7. Submission of all ESCP revisions is not required.Submittal of the ESCP revisions is only under specific conditions. 1 1500 NE IrvingSt.,Suite 412 w: & .1 1 ,: t •, . ; q Y p AVAILABLE BMP'S. ,,„.. PHONE:559-907-1012 i I . , .,��' f. • Submit all necessary revision to DEQ or Agent within 10 days.(Schedule A.12.c.iv.and v) Portland,OR 97232 �„ _ __ -esit EMAIL: EBROWN@TTSD.KI2.OR.US 8• Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a T(503)-467-4980 I w . s�l oma_•.•." source of erosion.(Schedule A.7.a.iii} MASS UTILITY STREET FINAL WET WEATHER c - :. o ',; {j 9. Identify,mark,and protect(by construction fencing or other means)critical riparian areas and vegetation includingI MECHANICAL ELECTRICAL & W + important trees and associated rootingzones,and vegetation areas to be ldenti vegetative buf#er CLEARING ARtNG GRADING INSTALLATION CONSTRUCTION I STABILIZATION I (OCT.1-�IAY 31ST) PLUMBING ENGINEER z -.'91 '�� , g preserved. EROSION PREVENTION [.I -."..__�__ - o .n I zones between the site and sensitive areas(e.g.,wetlands),and other areas to be preserved,especially in Giumac �' I '` C� ,I PLANNING I ENGINEERING 1 perimeter areas.(Schedule A.8.c.i.(1)and(2)) PRESERVE NATURAL VEGETATION ..X x X X x X 900 SW Fifth Ave., Suite 1600 - ee 0 -$ ` 60 GROUND COVER X x ---- $ x i 10. Preserve existing vegetation when practical and re vegetate open areas.Re-vegetate open areas when practicablePortland,OR 97204 i 1 4 6 * * #*, " HYDRAULIC APPLICATIONS x T 503 -227-5280 I SURVEYING FIRM before and after grading or construction. Identify the type of vegetative seed mix used.(Schedule A,7.a.v) ) PLASTIC SHEETING X I ' 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state.(Schedule A.7,b.i.and 1 MATING FOOD SERVICE CONSULTANT ENGINEERING&SURVEY FIRM:CARDNO (2(a)(b}} DUST CONTROL X X X X X x o CONTACT: MATT LEWIS 12. Install perimeter sediment control,including storm drain inlet protection as well as all sediment basins,traps,and TEMPORARYIPERMANENT SEEDiNG x x x x x Webb Foodservice Design ' , �� i ADDRESS:6720 SW MACADAM AVENUE,SUITE 200 barriers prior to land disturbance.(Schedule A.8.c.i.(5)) BUFFER ZONE 3700 SE Lafayette Ct. I I424 • �' :: 13. Control both peak flow rates and total stormwater volume,to minimize erosion at outlets and downstream channels )-(HER: Portland,OR 97202 ,' f ,. PHONE:503-419-2500• f `�'_^� FAX: 1-503-419-2600 and streambanks.(Schedule A.7.c) SEDIMENT CONTROL T(503)-236-8566 4 4f _- ' 1,:.&.k-------,:-.---'77)� 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times SEDIMENT FENCE(PERIMETER) "x X x x x x � . during construction,both internally and at the site boundary.(Schedule A.7"d.i) SEDiv.ENrFENCE;INTERIOR) x x x x ACOUSTIC & AV CONSULTANT i I �r o, :go , /� 15. Establish concrete truck and other concrete equipment washout areas be#ore beginning concrete work. (Schedule STRAW waTTl Es The Greenbusch Group I. ", -'}--1.40 0 o A.$,C.i,(6}) FILTER BERM 1900 W. Nickerson St.,Suite 201 ' a,r,. a o o n owaa -Cr 16. Apply temporary andlorpermanent soil stabilization measures immediatelyon all disturbed areas as gradingINLET PROTECTION "x x x x x x > PP 7 P ry Seattle,WA 98119 ~ � ' ` ` ' ' ' ' I progresses.Temporary or permanent stabilizations measures are not required for areas that are intended to be left DEWATERING T 206-378-0569 unvegetated,such as dirt access roads or utility pole pads.(Schedute A.8.c.ii.(3)) $�I TRAP 17, Establish material and waste storage areas,and other non-stormwater controls.(Schedule A.8.c.i.(7)) NATURAL BUFFS ENCROACHMENT COST CONSULTANT SITE MAP NARRATIVE DESCRIPTIONS 18. Prevent tracking of sediment onto public or private roads using BMPs such as:construction entrance,graveled(or 'THER NOT TO SCALE paved)exits and parking areas,gravel all unpaved roads located onsite,or use an exit tire wash.These BMPs must RUN OFF CONTROL Construction Focus EXISTING SITE CONDITIONS be in place prior to land-disturbing activities.(Schedule A 7.d,ii and A.8.c,i(4)) CONSTRUCTION ENTRANCE x x x x x x 740 Almaden St. I 19. When trucking saturated soils from the site,either use water-tight trucks or drain loads on site.(Schedule PIPE SLOPE DRAINEugene,OR 97402 A.7.d.ii.(5)) OUTLET PROTECTION T 541$$6-2031 'ATHLETIC FACILITIES, EXISTING SCHOOL STRUCTURES, PARKING LOT 20. Control prohibited discharges from leavingthe construction site,i.e.,concrete wash out,wastewater from cleanout SURFACE ROUGHENING 9 cicx DAMS • *1-7-N DEVELOPED CONDITIONS of stucco,paint and curing compounds.(Schedule A.6) YrHEH ,.��• 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills;vehicle and equipment fueling, POLLUTION P�NT10Ft maintenance,and storage;other cleaning and maintenance activities;and waste handling activities.These PROPERs1GNAGE X x x x X x " SCHOOL IMPROVEMENTS, TENNIS COURTS, SOFTBALL FIELD,WEST PARKING pollutants include fuel,hydraulic fluid,and other oils from vehicles and machinery,as well as debris,fertilizer, HAzwasTE MOAT x x x x x x I -�J LOT,VISITOR PARKING LOT. pesticides and herbicides,paints,solvents,curing compounds and adhesives from construction operations. sPILLxtTONsrrE x x x x x x (1)"---.--- (Schedule A.7.e.i.(2)) CONCRETEWASHOUTAREA x x x x x x ---� :iil! NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME 22. Implement the following BMPs when applicable:written spill prevention and response procedures,employee training ETHER: 1, r-H on spill prevention and proper disposal procedures,spill kits in all vehicles,regular maintenance schedule for Rr� ,t TABLE vehicles and machinery,material delivery and storage controls,training and signage,and covered storage areas for .fir / q�h waste and supplies. (Schedule A. 7.e.iii.) 15 { v CLEARING (JUNE 2018-JULY 2018) 23. Use water,soil-binding agent or other dust control technique as needed to avoid wind-blown soil.(Schedule A _ .• A 'MASS GRADING (JUNE 2018-AUG 2018) 7.a.iv) * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50'OF WATER OF THE STATE. ..1.--- 41/ 'UTILITY INSTALLATION(AUG 2018-AUG 2020) 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturers recommendations to ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 'STREET CONSTRUCTION (JUNE 2020-AUG 2D20 minimize nutrient releases to surface waters.Exercise caution when using time release fertilizers within any CR) ) Shaping the Future `FINAL STABILIZATION(SEPT 2019-SEPT 2020) waterway riparian zone.(Schedule A.9.b.iii) /� 4 --t ,� 25. If an active treatment system(for example,electro-coagulation,flocculation,filtration,etc.)for sediment or other RATIONALE STATEMENT PORTLAND IDr , = = br20S 4Nh41 AM A5 .5TE1�.PORTLAND,OR977ts Catir40 eon .;67; it J860 SF 43.5 ACRES pollutant removal is employed,submit an operation and maintenance plan(including system schematic,location of ,Tai �e,s.2soa FAIC•[503}419-2690 *1-9 TOTAL SITE AREA 1,89 , system,location of inlet,location of discharge,discharge dispersion device design,and a sampling plan and . ,, �i1 rr,�,, ,.„� - frequency)before operating the treatment system.Obtain plan approval before operating the treatment system. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQ's ( ___ TOTAL DISTURBED AREA- 762,400 SF = 11.5 ACRES Operate and maintain the treatment system according to manufacturer's specifications.(Schedule A.9.d) GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. �,,.� 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed.The registrant is SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT r~ W` �"� responsible for ensuring that soils are stable during rain events at all times of the year.(Schedule A 7.b) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON �° SITE SOIL CLASSIFICATION: 27. As needed based on weather conditions,at the end of each workday soil stockpiles must be stabilized or covered, SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO se4eE��ge�Q SW DURHAM RD 110Pli or other BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO cr %'.6�tALOHA SILT RATING C/D surface waters.(Schedule A 7.e.ii.(2)) REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED. ,; � S L LOAMmtoad HUBERLY SILT LOAM RATING C/D 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather.(Schedule GL •• $ A.7.a.i) INITIAL SW TUAtATIrY RD Cr ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL.ALL FILL 29. Sediment fence:remove trapped sediment before it reaches one third of the above ground fence height and before e. e. MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND fence removal.(Schedule A.9.c.i) ' CHASE HOLTAN 30. Other sediment barriers(such as biobags):remove sediment before it reaches two inches depth above ground PERMITTEES S SITE INSPECTOR: UTILITY TRENCH SPOILS. --------..- - --�.��-----.--------_-- r height and before BMP removal.(Schedule A.9.c.i) COMPANY/AGENCY: CARDNO 31. Catch basins:clean before retention capacityhas been reduced byfiftypercent.Sediment basins and sediment - _ .�._..- _. ____._ ___.�.- TIGARD TUALATIN SCHOOL DISTRICT � PHONE: 503-419-2514 „cgwoa°" RECEIVING WATER BODIES: - _ __ .... _.�.w__- sw�uj,�tr,s �`� traps:remove trapped sediments before design capacity has been reduced by fifty percent and at completion of FAX:._ 503-419-2600 �'� �� project. (Schedule A.9.c.iii&iv) �-- -- - --- - - E-MAIL: .._ chase.hoitan cardno.©om ' PROJECT 0 ~ NEAREST WATER BODY:TUALATIN RIVER 32. Within 24 hours,significant sediment thathas left the construction site,must be remediated.Investigate the cause '� _-- _-_-.---_�-�_� _.---_--. �-..-..�...._.._-__... T I ARD H � H of the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. DESCRIPTION OF EXPERIENCE:WASHiNG�ON STATE DEPARTMENT OF ECOLOGY CERTIFIED EROSION& Ks...........--\tk-. f LOCATION 4,ti paccording Oregonrequired (CESCL) -___.___ __.._.___.___�_.... . ___.___ .__- _�.- . _.._.._ ____ SC H 00 L Any in-stream clean-up of sediment shall be performed to the Division of State Lands SEDIMENT CONTOL LEAD CESCL CERTIFICATION. CESCL#ECO-3-1271715 I / i timeframe.(Schedule l pick i) GTON s-- A -- -- - -- ---------- - 33. The intentional washing of sediment into storm sewers or drainage ways must not occur.Vacuuming or dry MODERNIZATION sweeping and material pickup must be used to cleanup released sediments.(Schedule A.9,b.ii) 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer,temporary seeding,or other V 1 C 1 N 1 TY MAP NOT TO SCALE method should all construction activities cease for 30 days or more.(Schedule A.7.f.i) 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a covering of blown straw and a tackifier,loose straw,or an adequate covering of compost mulch until work H E ET INDEX resumes on that portion of the site.(Schedule A.7.f.ii) S9000 SW DURHAM RD 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is TIGARD,OR.97224 established.Once construction is complete and the site is stabilized,all temporary erosion controls and retained PROJECT LOCATION: PROPERTY DESCRIPTION: soils must be removed and disposed of properly,unless doing so conflicts with local requirements.(Schedule A.8.c.iii(1)and D.3.c.ii and Ili) EROSION AND SEDIMENT CONTROL PLANS JOB NO 16992.00 NEAR THE INTERSECTION SW DURHAM RD AND TAX LOTS 2S114AA00100(WASHINGTON COUNTY TAX MAP INSPECTION FREQUENCY ISSUE DATE: JUNE 19,2018 SW 92ND AVE,WASHINGTON COUNTY,OREGON 2S114AA)-LOCATED IN THE NORTHEAST OF SECTION 14, ESC0.0 EROSION & SEDIMENT CONTROL COVER SHEET Jurisdiction sump Area LATITUDE=45.4023620, LONGITUDE= 122.768733 TOWNSHIP 1 WEST, RANGE 2 SOUTH,WILLAMETTE MERIDIANS SITE CONDITION MINIMUM FREQUENCY WASHINGTON COUNTY, OREGON LOCAL AGENCY-SPECIFIC EROSION Esco.1 EROSION & SEDIMENT CONTROL NOTES DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOW MELT, iSOCCURRING. CONTROL NOTES: ESC0.2 CONSTRUCTION PHASING PLAN ATTENTION EXCAVATORS: I. ACTIVE PERIOD AT LEAST ONCE EVERY FOURTEEN(14)CALENDAR DAYS ESC1 .0 CLEARING, DEMOLITION & MASS GRADING ESC PLAN - NW '- REGARDLESS OF WHETHER STORMWATER RUNOFF IS 1. If vegetative seed mixes are specified,seeding must take place no later that September 1:the type ESC1.1 CLEARING, DEMOLITION & MASS GRADING ESC PLAN - SOUTH OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION OCCURRING. and percentages of seed in the mix must be identified on the plans. Z CENTER"THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT 2. All pumping of sediment laden water shall be discharged over an undisturbed,preferably vegetated ESC1 ,2 CLEARING, DEMOLITION & MASS GRADING ESC PLAN - EAST o OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY area,and through a sediment control BMP i.e.(filter bag). ESG20 UTILITY STREET CONSTRUCTION GRADING & FINAL STABILIZATION QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER,YOU MUST NOTIFY THE CENTER AT NECESSARY MAINTENANCE AND REPAIR MUST BE MADE 3. All exposed soils must be covered during the wet weather period,October 01 . May 31. 1 W - , -_ LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. PRIOR TO LEAVING THE SITE. ESC PLAN - NW U EROSION E^OSI O & 3. INACTIVE PERIODS GREATER THAN FOURTEEN (14) ONCE EVERY MONTH. ESC2.1 UTILITY, STREET CONSTRUCTION, GRADING & FINAL STABILIZATION Z CONSECUTIVE CALENDAR DAYS. ESC PLAN - SOUTHw SEDIMENT CC 4, PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY ATA ESC2.2 UTILITY, STREET CONSTRUCTION, GRADING & FINAL STABILIZATION COVER DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR w DOWNSTREAM LOCATION. ESC PLAN - EAST SHEET 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY. RESUME MONITORING IMMEDIATELY UPON ESC3.O EROSION AND SEDIMENT CONTROL DETAILS CC CC DUE TO FROZEN CONDITIONS. MELT,OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. cc E S Cn O . 0 0 LL PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, GRAVEL 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.)MUST BE IN PLACE, FUNCTIONAL,AND APPROVED IN AN FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: CONSTRUCTION ENTRANCES, ETC.)MUST BE IN PLACE, FUNCTIONAL,AND APPROVED IN AN ■ INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 1sa,ssetti APPROPRIATE SEED MIX.(UNDER SEPARATE COVER) 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS B.DWARF GRASS MIX(MIN. 100 LB./AC.) 2.ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"SHALL BE INSTALLED architects CONSTRUCTED OUT OF MULCH,CHIPPINGS,OR OTHER SUITABLE MATERIAL,STRAW WATTLES, 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. OR OTHER APPROVED MATERIALS. 2.CREEPING RED FESCUE(20%BY WEIGHT) 3.LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE IN PLACE C. STANDARD HEIGHT GRASS MIX(MIN. 100LBJAC.) OVER ALL EXPOSED SOILS BY OCTOBER 1. 3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN 1.ANNUAL RYEGRASS(40%BY WEIGHT) 721 NW 9TH Ave, Suite 350 PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING 2.TURF-TYPE FESCUE(60%BY WEIGHT) 4.THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. Portland, Oregon 97209 ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED T (206) 340 9500 F (206) 340 9519 BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE 3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. CIVIL ENGINEER & LANDSCAPE Cardno 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH 6720 SW Macadam Ave Suite 200, BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL PLASTIC SHEETING, STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. Portland,OR 97219 MEASURES INCLUDE: SLOPE DRAINS(WITH OUTLET PROTECTION), CHECK DAMS, SURFACE T(503)-419-2500 ROUGHENING,AND BANK STABILIZATION. 5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING"WET WEATHER"PERIODS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRUCTURAL ENGINEER STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. Catena Engineers 1500 NE Irving St.,Suite 412 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING Portland, OR 97232 THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" AND MULCHING, EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES, T(503)-467-4980 CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. CONTROL MEASURES. MECHANICAL ELECTRICAL & PLUMBING ENGINEER 7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING Glumac THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING,OR OTHER 900 SW Fifth Ave.,Suite 1600 APPROVED MEASURES. Portland, OR 97204 T(503)-227-5280 8.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, BUT NOT FOOD SERVICE CONSULTANT LIMITED TO,TIRE WASHES, STREET SWEEPING,AND VACUUMING MAY BE BE REQUIRED TO INSURE Webb Foodservice Design THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3700 SE Lafayette Ct. Portland,OR 97202 9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF T(503)-236-8566 APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. ACOUSTIC &AV CONSULTANT 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT The Greenbusch Group TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT T 206-378-0569 DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT, COST CONSULTANT SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE Construction Focus WASH-OUT SHALL BE LOCATED WITHIN SiX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT 740 Almaden St. REACHES 50%OF THE CAPACITY. Eugene,OR 97402 T 541-686-2031 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15.COVER CATCH BASINS, MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT,ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. (.1' Camino Shaping the Future PORTLAND 6720SWMACADAMAVE,STE200,PORTLAND,OR 97219 TEL:(503)419-254)3 FAX(503)419-2600 EXPIRES. 12/31/2018 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 ISSUE DATE: JUNE 19,2018 Jurisdiction Stamp Area J z 0 w 0 z EROSION & w SEDIMENT oc w CONTROL NOTES U- w o: cc ESCO . 1 0 U- architects-10 .. LEGEND bassett! ^TP_ V Y ti �. v,.:,,,;•„...,..,,._.;,-;. .,„,.,...,. r:tor `;.i) a1i y :::-'7 Ilr,- e.,:.. .—_rlt.�a_rXr '',"-.. .- .Fc, .. -, , ti `: .i5a .. "�1V�!,,,zII T, —;M1:__ _-....,..:z....;..,....;.-.1.� -- ir ■ "�' _ yU ; `'w " {` �� r a,:',.�- �, LIMITS OF DEMOLITION = = = = = r. .■ ■ 721 NW 9TH Ave, Suite 350 _-- - ..41311111/4: �� I . z G - G G ,..` U G G i...� G G G II) . G G G - rg -' - - - - - - - - - - - - - - -- - - - - - - - ` _- _ Portland Oregon 72 •.•• i _ __ —r -�� SW DURHAM ROAD �� — _ 'll — g 9 09 ( s .:3: ' __ .r �,_ _ _r ; _ _ . _ „ _ _ _ ,. _ - .. - -, �:} ..-s �_5 , m ..� I T (206) 340 9500 F (206) 340 9519 l � ►r �, ,:,r� ! .a: i.t. s..�. iT,, `_ f` r DEMOLITION PHASE i ii ��. ,:.,1_.._' l .�� - ... •. •� 9'.. _ �',. > ,. .. /'�) ,/'.,, .� . 41 -1 l=`)rrn T�_N.111 tTl ___r-' `e _ . J ... . . .,•.;;•--r� . ..., ... - ."h ...T,'!•::` ±: ..-, . r•c .1. .. . ....._...s .+.>^:'. + .... .. 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I = T(503)-4674980 ....,....,„..,,, . .. \\ i_,,, \ ;r_ ♦ �,� \ �„, w MECHANICAL ELECTRICAL II � I � � � III '>: > PLUMBING ENGINEER LIMITS OF DEMOLITION 4,J0 \ Glumac .-; 17,40/' EXISTING sEEARCRVTECTLIRALPiANSFOR ' � .` lir/ i 900 SW Fifth Ave.,Suite 1600 $ aq GYM TO REMAIN BULQNG DEMOLITION LIMITS \ "� 1 .! ',loll'�, � �. �` �� * cn Portland,OR 97204 — — 1n. I(jm r 1 f a 7(503)-227-5280 • I 110 I I I 4 - I; 4 e �sFOOD SERVICE CONSULTANT �� .. ; ' `\\ `-116. ...., _ �� I i,_ �� Webb Foodservice Design ! EXISTING BUILDING ! r n.. 4 J, I ' TO REMAIN a;C--' (w) � .� ” • 1 37Q0 SE Lafayette Ct. in. `f'^ r>� rejt I Portland,OR 97202 s 1.i.■r. i/ v. •••• - ••�♦ o T(503)-236-8566 II, J ACOUSTIC &AV CONSULTANT o _ 1, O �� `�� 8o �: O W� . The Greenbusch Group N Y _ '. ; �� / ,. — — — — 1900 W. Nickerson 5t.,Suite 201 1 • + r •\!? \ .\":„..fM Seattle,WA 98119 _� likkr,' 11:'•)#14o ! \ \tk IL 0 .t u, V. (WO (SD) �,�� i "'R T 206-378-0569 • gr i� -- _ moi. �,.�`' ��._ COST CONSULTANT ,� J, . II ° ; Oa s .• STSG v.,/ Construction F rli '�''�d�:• / I pgp9 occas `(�r — %"1.1 '� v ., S �/ i BUILDING i Hi' . •_._ f 0, �, s.,,,,,,,,,,,,,.,,, , 740 Almaden St. 1.._ �• • �� I I Eugene,OR 97402 :r? 5 . o ___ +•;w' _ r •,E, '1(111111111\IIIII1 '_ 1/111fr .. O ♦,r'f��• . i I -N.: . •\• 4: • .44r:l'ik. .1* 1 ii' 1#11:, \ y � T 541-686-2031 I' .C - C : :4:-:;:';:;:-*:%J... .;7:h47'4;Sf- _____ ._.. ._ . _ _ %44, 10 I ` 1 '- '� 1+ . "fit. ,y s.Y •,� I EXISTING AUTO 5HOP 141/40:* �. ;�-�..i;;;y'.iS S TO 1,...40iiiirdAt.T' F o :,A: INio 4, -- ....dila' a o o 'N., ... ilk Co -1 tL4.'N.'?'„.7.4%;:le,- a ;Are' elk 44,. 0.,,,,,. , . . . -..„ 4 ..-" : ,, ,_ _ lir ... s 1 I ,.1 ,...„„ii: _ .:..•. 4, ANN, r• .� W7.7 �� ... x ' N / 6E ,.\-0-`) o �� Car�dna o : 0 +��>� Shaping the Future • i 1•0 • • , 6720 PORTLAND CAQAMRI/E,STE JO R�1 PORNQ OR 97219 ' 110 O N .• ` TEC'(503)419-2503 FAX(503)419-2(1(X7 I i' II ` -' /0 Ow. --':--N. iN> .' 0 = 5 �1 ' Tl`• 0 — __ _ ,5 o Q. o o * * o 00o �• y • • ° 0 .L o ° o o o* * -g- * * * 0 : EXPIRE5:12/31/2�#8 ' TIGARD TUALATIN SCHOOL71r1-7"r— n1 , .a TIGARD HIGH N. SCHOOL v \ -o 1 • -: ;� MODERNIZATION •4... . . 'It\ \ V\ • / so !2 • 9000 SW DURHAM RD. Q TIGARD, OR. 97224 _ i o ; / //Y JOB NO: 16992.00 ISSUE DATE: JUNE 19,2018 += • 0 / 4/ / � � x• `J x 1 -----I Jurisdiction Stamp Area 1 / / / . -0 \ (irf _ o �l '"/ / / h \# ... ft . \ , 1 0 ,,--•• / . / . • ii. \ • ID ,•„7,-• 0 !: O �� ; o — ,Milli„ ! is{, , ' ,� W. I 0 0 f 0 ® ® 0 _ _ _ _ -'. _ 0 U 11 ..:...„-,,,..-,-,--"c3-__________,oImoo. � , o :0 _•o. 0 0 .� , 0 0000 0000000 Z CONSTRUCTION O Imil cc PHASING PLAN I I I I I R I I I I I I I I W N. I - I I I I I I f I I I I I I I � CC - 1 w SCALE: 1"=80' ESCO .2 �- °C o 80' 40' 0 80' LL -----N ;;::� - I •.II = LEGEND __.. ato A, / t r _ ••. , bassetti II Er m w } SW DURHAM ROAD LIMIT OF DEMOLITION - -�.FO� - ;" tet:::�- J. _ . .r�• s ._-_.-,. • -- .�'��' .._ •�' - /�C], •- -• .t•- .. _i .. SSR--.i•` _ r _ •. .- .. r � i - - _...-_. architects - �.'"1�` '' f ._ _ u Su - I I SU __ amu` - �- _ l I .€7._ G G G G G G _ G G G - , G I c,-•- fJth�= _ --- _ — — — — - ';i — ::::: :::::::: : fi — 6 /f - - © -o _-VS- -'0 -- - - zoo Ave,r to n0 _ _ _ _ t _ in 4,11. +.r, . . :._ ._:.� _. .�..•., . .: . . `■. •.• 1 Portland, Oregon 97249 r-. ~ ,_.. .., • .., ,aT~" ,=,_„, T 206 340 9500 F 206 340 9519 - - - -- _- - -• , 3 nSEDIMENT BARRIER X /— •' -yr n. i .': ' . •. - ' .' »' ._,� —LF �'•.r '."'�'' .. , � � ..s � f+�!••- -�' _.VJ ..� l • • X73./,�-• � ....--• - a' .. _ _ . -. . .. ,..ate• .:.= �' .. '.� ,.�. . �• . .. .. • .-- ..�' .- !rr •��' rG cry ,,//�� : ., :'; .` : _ �.. { ORANGECONSTRUCTIONFENCEco :xilitt-,- O - r I ' � tlt. L is \ , .1 FF1 _ _` �� r �,�. .'I IFF1 9 � , wA VALIT-'`. i ` . 7 .: . 4t �'. \ 197 �._ �•+ 1 TER uL , ..I;.,.:°:: .,o. .• CIVIL ENGINEER & LANDSCAPE 1111.b 49s IN • _ -_ fi ;- �• •• .• ; . , TREE PROTECTION FENCE ° Cardno 9 ` XELECTRONIC iske:� m197 m J` 1• READER SIGN *-- . Portland,OR 97219 6720 SW Macadam Ave Suite 200, I ti9r, :� _ - +� _ - — , ti STAGING AREA T(503)-419-2500 a� +1► MONUMENT _ " .. :r. :.i C \ s .._ . SIGN _ _19A• A9 1� +:.'.. .+'�• � �� \�� / 8 i , .... - ' j _'= EXISTING STRUCTURAL ENGINEER `a \\�h.- `\`�\ . � t, .., � � / �— co 'I, ..."/ - BUILDING �� •�.'"�' Catena Engineers • + � 1500 NE Irving St.,Suite 412 : ��\\�� ' / AUDITORIUM CONSTRUCTION ENTRANCE .� �'�1 • ;.. in �► ..Et � �� . / �. .� , _ �' ;�;��,��;�.�`� . 1 Portland,OR 97232 1 �\ \\14\\.,:\a, �` 'r9s� ° _ _ — `' *1�� 8 ,: �S .��: .+1. •}•��. T{503)467 4980 :; } MECHANICAL ELECTRICAL & © Y - Y,a A. v/ E '�� t :,. .,. � INLET PROTECTION q,�■ ,�- - - : - :. . PLUMBING ENGINEER 414 i i.. .. :. 9 �° t':.. 'O "` I.,--..%* %\ �• �� ... .i - .�-_ 'M —� 5 \� F \ t +�+n� �, 4 + 3 Glumac \ \ \ ♦ �o, / ' i DRAINAGE FLOW DIRECTION 900 5W Fifth Ave.,L : I \\\ \ \\\.t \ ` \i ,' / • .+ ♦ ` .,.;.; :- ''...110.: ti t Suite 1600 \ \ `� �: !�f , ' Portland,OR 97204 E.�;' / ';, • 9�MP ;'.' is.. T{503)-227-5280 8 44 ;,..,::'•o. ' . COVERED y:• I.- �/ `.- o _ .�� ,•. ; :.�, ..� _ CONCRETE WASHOUT FOOD SERVICE CONSULTANT - � BIKE RACKS ,i, o .•. ..,.>...f:-.,..4':,.__;;,-.: .•�' + +4r�'+1 �i FLAGPOLE -•' '• . ';. •"'�� _ Z1:::1,.''....:.: ,., \ ,:,._____,,L.:.-. % {� f w►•+A - •j. ® • 'e ! •, • �� (32 SPACES) Webb Foodservice Design 1 KET •� ��►� ` r o<- a 3700 SE Lafayette Ct. , . . ____ • iir : rii, , �: � �' TREES TO BE REMOVED Portland,OR 97202 ., , ci: c i l ' I 1 „ t i .+wr��\iOTH ,,, / ::.•.'... ��..' . :::.•:•..:-•%!`.�• dV; ��*:y T(503)-236-8566 E C ,� '� 1ss - �\�\ \\\_\11\ �!\ `; �`�,+��.� BIKE ��*f� .a�� v �i.:!Sk . . �•— TENNIS COURT \` -NN \`` � �d��`�' +� ' •/ �' + 4' :f#(+:.�i�4 # ♦ ;.? ACOUSTIC &AV CONSULTANT 1 +_ v ,� 1.-.• EL- 196.0 1 � �� . 0 f� 4 -•', - •r The Greenbusch Group _ 1 I1 ' • � 3 ��5� ll) •::- ;:�Y ♦ TIGARD 1900 W. Nickerson St., Suite 201 - li I !;' _ \\\. ' ````i r, ... H LSeattle,WA98119•�` � ,�; - �,uf HIGH SC �� \ \ T 206 378 0569 ,*\ I k ` --sist•44 • \I,� �.�ilac•rt;�� } � • am'' - I� _ sCOST CONSULTANT ' 1 rip ��kw'�! ��r� � : . � _ �I LIMITS OF DEMOLITION , 11;•y •� w.' + \ � Construction Focus • „�f �, : ,�*it� EROSION CONTROL NOTES x,,;/1;,1?• _ ::,',. SEE ARCHITECTURAL PLANS FOR \ �� `� : .t;5 ` w =: -• .... `\ *� (] 740 Almaden 5t. U s�+ ±�°i•}..`.' BUILDING DEMOLITION LIMITS '/ Eugene,OR 97402 �r��•. - I \ 5 -•.: ` W 1 INSTALL SEDIMENT FENCE.SEE DETAfL N0.875 ON SHEET ESC3.0. :_ , /6 eV.. 4 co j� 1,►,. _— Z. '=- f +'. EXISTING + T 541-686-2031 % ,'.'.• BUILDING ♦ •;• .\.'• I 2 INSTALL ORANGE CONSTRUCTION FENCE. •` I 1 �� +� `�t�' MAIN GYM) \ ♦ _t 0' - \ W - A9• 1 I 'O ,CO �� • ( \ ♦ .;+'�� _/' 3 INSTALL CONSTRUCTION ENTRANCE.SEE DETAIL NO.855 ON SHEET ESC3.0- 'rr 0 : ..'.. 4 t i;1 , :: : ElX�/ 8 4I -�” \ \ ""•'. * W 4 IN TRAFFIC AREAS WITH STORM STRUCTURES,INSTALL TYPE 5 INLET •' ENNIS CO RT — .�F�A°j� +so:: \ \ ♦ `�' ' PROTECTION.IN NON-TRAFFIC AREAS OR AT CURB CUTS,INSTALL TYPE 4 _ c, > ', Ill ''j:. — EL= t94. r - 3 .y am • : 1■0 r ••ti• :. • • w INLET PROTECTION SEE DETAIL NO.915 AND 920 ON SHEET ESC3.0. — '� vii• i%'I,,, ./././/w,/,./.././/// ,,,,,�iiii `:'_ \ / \ zi • `' J 5 PROPOSED STAGING AREA FOR MATERIAL STOCKPILES.SEE DETAIL N0.810 4 � 17:;;.:< • A***** \ `�• 2 ON SHEET ESC3.0. I . _::0 ' •• ` \ / ♦ EXISTING U ,' I /: . : ,, , ,,,,,g,; i i. 7./..: • f / Ir BUILDING •. 4 Q 6 INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. # Ir ]. / 8.: +�" 2 ARBORIST SHALL PERFORM SEMI-MONTHLY(TWICE MONTHLY)SITE SD = ''• �+ I INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF EXISTING i::'. _ / I 4:::!) ,. ., •i BUILDING %`� ` f I, ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. C rdna i_ ,. . 1 © RECYCLING 'D '_ �,; ' •• / (AUXILIARY GYM) i:.. O, 4 �� - CONTAINER ♦ 7 INSTALL ECO-PAN CONCRETE WASHOUT PANS.SEE DETAIL NO.900 ON PORTLAND Shaping Future r a' - ^'• al ,� •` , `� -, 20-YARD , ' 6T20SWMAC•ADAMAVE•STE2U%PORTLANED,oR 97219 SHEET ESG3.D. - 17- B .. �. ► ` j� ani DROP BOX TEL:1 119-25W FAX:(513)I19-2l9OO i ..., • ` :/ . f • 8 REMOVE EXISTING SIDEWALK. f' ,,, ,z . 0.. ,..: r.., r:. +`4., / �� (TRASH) .▪ ,' _ - �/��- „.„.„0.,.. . �` . ss 9 REMOVE EXISTING ASPHALT PARKING AREA. ., TENNIS COURT.�.— %[ iS3 �►� \Ilk�� o SC G dio,e,01* % 10 REMOVE EXISTING TENNIS COURTS. [.� EL= 192.4'+1- 4 o • • i. =-t• RAMP TO FLAGPOLE / - 11!11. ?'• ► '”.+, ,- ` 0 sit o p %- ,' ' _ * LIMITS OF WORK NOTE: 9,---- DOR +- 8 • ^ CORE BOARD OUTDOORS \� + 4 )IIIII KAUTZKY PLAZA /-::• .,I /'• '`% STAIRS \S� \\ CONTRACTOR TO COORDINATE LIMITS OF WORK WITHIN THEIR SCOPE T V` I� 11,4-4.4r) " 4.:_silo. ,::\ \�� TO MEET INTENT OF ERO51gN AND SEDIMENT CONTROL PLANS.MONUMENT tj �: f, , I• , ". a ~�� L30ULDER .) �" ��_ �► I$ . g1 �� :'+! �1 EXPIRES:17!31/2018 �A• • )( o am ' 191 • .+� ./ / O • , AP .,, �gz, ,,� r. ,,, ,,,, „ ,,,,,�,,,,,/,�„ - _ •, • \. \' TIGARD TUALATIN SCHOOL DISTRICT iii MI . El \ c- �� + I ,, :1 Co - -.�� - ORIAL STARS --187 --- �� r .�'� WATER VAULT , ` ;®, y v v ,,� _ D S(\� G , STANDARD NOTES: TIGARD HIGH �=+ - r rr ■I■ Irr r MI �■ - wr (AUTO YARD) i �-�\ \� Iv . � - .�• ♦ \\. - ,� SEE SHEET ESC0:1 FOR: • PRE CONSTRUCTION,CLEARING,AND DEMOLITION NOTES SCHOOL%�� - - - -- .- t+ �, ��oCx FENCE :� #�O 1 �OV ` GRADING, STREET &UTILITY EROSION&SEDIMENT CONTROL NOTES `;; TU'F FIELD WALL 4 4 , ,>�?1 \ ,�� i_ "ry ■ ,`; __ . /8s ;\ e �' % SSl \c-g? ▪ EROSION AND SEDIMENT CONTROL 13MP IMPLEMENTATION Li.:7. t.ja.: p `� � .a MODERNIZATION • ■ °:• - I: .," FOOTBALL FIELD ♦ c� Y �. ,,/�®, Jo`° • //// (j I c5 14# L •• 1 a.; .i:-.4.-KING• ,, + m © + �� IE, O��Q\ I�� ,//� \S .AC, �G // f \ _ I w4 ° I, '' ::.;:.:..::,'1:FOP .��: :'� � cb EXISTING �S' V .. � ,8 '� . 9Q -CAl 9000 SW DURHAM RD. • 9, i 000 1 ' fi `._, � . WALL , �.. ,--` BUILDING 14 " 9 Or Z :. ' ( UTO SHOP) . sf111�' ATi_ TIGARD, R.97224 • ft i u _.r_ , 16992.00 '41.4S ah,~J / ‘2.13' � � II - T r JOB NO: �'►, • — �u um \ C- 4 �� 4+H iM _1-4 ISSUE DATE: JUNE 19,2018 u • ARTIFiC1AL TURF p S %� D � + IlIfl11 BASEBALL FIELD N s- `�Q\ i c_, ., 115 '� � e, ! Jurisdiction Stamp Area S ' . BEI Sii. ••••-4i' (0 11 j G0 GAC' € 111)...0 '�. • ..•\ . V It ir , ,:',,,,%.,..o..,1/117,0„*).,"14.,•.,...;:ii-10,77,30. (?, \+-N..,/'''s °A„,....4---` -41V- ›- ---N \N", , \r BOLLARDS , /ir , o o O PRESS ,5-3 w i r = III , V MATCHLINE-SEE SHEET ESC1 .1 VO o ! 0 z CLEARING & ,__,_, L w cc DEMOLITION ESC w PLAN - NW LL w SCALE: 1%--40' CC j KEY MAP 4001,, CC . . ES C I .0 40' 20 0 40 SCALE: 1"=400' 0 0 . — l'i :11I -ji sw ouro+A�aa. . SD/ mmis m m - alit AA .. _ _...„.., ,..__,,.___ ___, W/....ise a likyz_ _ • •Th. 1 1 , 1411-.%.,1°-.. , LL. . ,, . >.,17\c- baSSett// ersu:ImE5 \ , „!„!)-- ----------):: 4>J. — - pi-- MATCHLINE-SEE SHEET ESC1 .0 ♦ i 1 - =mimm, Arr. • I 1 y BOX . ; 1 I architects P.IP 0 �,zirik. - 7 i _-16,, a , __ 0 _ • \., Ixa II 1 G �� • , I-• ..I x K x 1721 NW 9TH Ave, Suite 350 _ i. 'G � � 1 Portland Or an 972 I e o9 `�' _ ji��, o1 ,_11T (206) 340 9500 F (206) 340 9519 • W \ , 1 r iu s 11 1 co 0 3 4> �+ I 0 I -� -' 0 c ' L. iii *1 = CIVILENGINEER & LANDSCAPE 4 1 -IIIlea Il 6� /,, 0 IX Cardno I 4 1 ° 14 • III , tr. 6720SW Macadam Ave Suite 2Q0, ,� 1 '�• - �': Portland,OR972191 -1— ti_ oGi ! ' , T(503)-419-2500 J L_A=-Z6' .: _. 1 �� I 0 1 ♦" I , . , .:,. . • . ICI STRUCTURAL ENGINEER + II Y , , 1 ' Catena Engineers ,/ U 1 1500 NE Irving St., Suite 412 w Lj % / 1 + Portland, OR 97232 }" - 0 1- \ 1 T(503)-467-4980 KEY MAP / �. I 0 /� + + 1 a a ! ` , MECHANICAL ELECTRICAL & SCALE: 1°=aoa ! ! w >I 0-. PLUMBING ENGINEER ,- , r + 1 r71 II Glumac U 4:_. + 1 1 4, LL 1900SWFifth Ave.,Suite 1600 . n t N Portland,OR 97204 I -CIL-11 i 1 I-w ce ` , . 1 T(503)-227-5280 1 `- I S411\7♦� 0 Eix w +�`'� FOOD SERVICE CONSULTANT /gyp ;~' • ♦ }"� .1 o Webb Foodservice Design 3i~ �,_� * 0 0 1 I 1 • ° ❑ �. • O .. 3700 SE Lafayette Ct. Portland, OR 97202 I.. T(503)-236-8566 ** * * . o 1 .3„- . -, , L mL 1 -i I ,, 1 ACOUSTIC &AV CONSULTANT I ° � IIS 1 141E''a o- E011The Greenbusch Group I0 0 0** * G• 1900 W. Nickerson St.,Suite 2D1 - a �- Seattle,WA 98119 1 1-- • \ ,�� I T 206-378-0569 1 / 1 I I a 1 COST CONSULTANT `" �{ I I n .' x Construction Focus N. 1 UIiii. 1 1 740 Almaden St. fr 1 � ! . , 1 Eugene,OR 97402 I ' T 541$$6 2031 110,� LEGEND 1 �-* ' � . LIMITS OF DEMOLITION* 6 1 11 m w - 1 Y2- •'} • 1 ItEXISTING GROUND CONTOUR (1 FT) 199 I 1 01 EXISTING GROUND CONTOUR(5 FT) 200 e ►• 1 EROSION CONTROL NOTES '� ® 3 I182--- [ ! — SEDIMENT BARRIER - X X e 4. ..,, 111-___181___ ® # 1 INSTALL SEDIMENT FENCE. 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ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE 1 41 I:1. � 4d�• P1, INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF I AO 4°' , I i. L�c)l % ,., - 111 (I 1 ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. 1 ' co 1 0 / 1 INLET PROTECTION � " 7 INSTALL ECO-PAN CONCRETE WASHOUT PANS. SEE DETAIL NO.900 ON `---' SHEET ESC3.0. , / , ' ° I i DRAINAGE FLOW DIRECTION ' c. ..-__, EXPIRES: 12/31/2018 .� . ��1 �' GPGP X X 1 I I it , .. _ - 0 ;" II TIGARD TUALATIN SCHOOL DISTRICT CONCRETE WASHOUT / • _ _ II AW / - _ TIGARD HIGH GRASS SOFTBA \ ` ' 0 TREES TO BE REMOVED X X 1 I I / FIELD I,..., . ■ \ ~1 '. _ mI SCHOOL 1 ' 1 I is -- 1 eize..oc_P . . . . ..... .. .... .. 1,.0 ,,, II _ II MODERNIZATION 0 ,, e \ tell •' 1 \ -/ i \ , , , • i•- I �♦ .c-§i' 9 j 6< \\ / I ♦ _ 1 rn _ \ ! I 9000 SW DURHAM RD. ♦ If_____ ♦ \ / „O` m 1 TIGARD,OR.97224 1 Ld_ill i 79. .::- / I JOB NO: 16992.00 I ,• Y :. 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Allr7A., - - _ _ ( d, Oregon 97209 Porth►� ' IlirI- }J. � ,. �'��.� �. ��•�- • .•�� ' I' � � PROPOSED GROUND CONTOUR 5 FT • .s:•�.�. .. .�-��-,':� .,..,.• _ �.�:�' : _ - � �..I �. - •� . �= _ :L - -� - i �' I _� - , :_ . 1-�. '- I' { } T {206) 340 9500 F (206) 340 9519 r� r ra '`. r ..site........zes3w... ... I: —in SEDIMENT BARRIER X X Ill .� _ rl ANY+11 ANi I IM !il+,� 195 *� - �' :; �rfr' tt. r:: , ' f.;- -4-'' -" -1 1‘1111 11,1N171111\1111VISP1 II , .. fr ,. . _ • • /93 /..i 1 ORANGE CONSTRUCTION FENCE O O CIVIL ENGINEER & LANDSCAPE k . . -, r �'s" a• _ `a� TREE PROTECTION FENCE - '° Macadam Ave Suite 200, �'�..= Cardno - •-'' Thl*--- 7 _.. T_ ."�it��0ltA r. . 4 ,,.fir t < !: -; -r Portland,OR 97219 ., , . ' ►� ��\,, • _ 4 —� �� .�.�A9Si■ ,93 =. ::.. (503)-419-2500 R _ + �.+ �, STAGING AREA y W..� t; ; F ► ;}d - - .tea _. ,A�r=. V . _ •• - 1IL \ � ��l .: � r . .--.-740--_.� - - � ti.��:�w"w�S►::a'r1i�f��d'I�•r'd�' - - -.- .9......-...-,-:.--4---• -a.. r■ � � ! \ s . — — - - -al _4.,yr�.. ��: - STRUCTURAL ENGINEER -•- 4 , � • J : / •n qq IMOXIIIMMIPW Catena Engineers eers cn r `Nikillie ,Rwa I r rrr+lrrrrrurnrt� - ` aE J V sr '� 9 ' (/} + — - -- _ -_. h — ! + __ S ,►f� s. a• rr ys.��. @■s11ien ©_ • ,I J ,. •• `44 , .��1��'�_••!��;i- - - I_-- O< o.. R� �O ::�� ` ` ■ CONSTRUCTION ENTRANCE 1.- • �r� 15a0 NE irwng St., Sujte 412 ,LN\ \ < __.. __., , _ — (�r.y "- rurrrurrrrrurrrnrrrururrlrnrrnrrrnrr ! 1 ai.�4+ 1�" \� a S !.�• �a• • I , . 1,g4 — — *ill� %:a .y �� s�;�4��1. •� Portland,OR 972 2 ' I - - ----#--=-=r-r, \r9� 1 �4 O. r°�o�i'ee�i►4♦i y d+ , ,,' r �.:t�+�r�.�1.?�a5.��r!r. T(503)-467-4980 3 C I ! 'I. • ,�o i - - _- co f 4:111 l i +• ` -'',. MECHANICAL ELECTRICAL & �. I01 i J 0 p ,__ - ., --I 1 TYP. = __ ,93ri INLET PROTECTION PLUMBING ENGINEER f- I. 4. a off. Y'.� y ■' , lY�� n — Iii ��, °` . COVERED Gurnee - �� • DRAINAGE FLOW DIRECTION 900 SW Fifth Ave.,Suite 1600 Its. _ f . r, I- - - .r. A f � a1� Portland,OR 97 CII CIO , , , © ;`=f I © J �,yb .■ BIKE RACKS w I. — – — ' O ;' t'0 .. ' (32 SPACES) \ O ��' (503)-227-5280 aa.a13 - ,,43 1 . -� ��•.:o r T2(14 1 CUT AREA C N ) � I °d°13 , ,fl 1 -�-t-,.• I `'� 1�' ▪ � FOOD SERVICE CONSULTANT 1317 .. :� i °❑ ❑13eg°POC] �1 -: ��1, / + __ _—_ _ G1 v '_ I Webb Foodservice D sign © • ' ad000°0013°0 o + jii ' + , Vit - ,..• 3700 SE Lafayette Ct. c Q 4 1 °P[]q.- .Pnnnooa❑ ,, 11r trill I _ — � ii!' I�IIIII' �'. , .. Portland,OR 97202 FILL AREA �,+ + fl441) � Ili��• 0 S T(503)-236-8566 t % 7 % ,: + • ; \ k © a _ + ',,:. o--- :.. �A ,+ .;�� I► :; ACOUSTIC &AV CONSULTANT j IIN (41'. — DA '' • ., -' � NEW BUILDING , rl *■ CONCRETE WASHOUT The Greenbusch Group :. % LIMITS OF DEMOLITION , {{ ■ • -r` -_:`ttrova�imBAli� -. _ :o.: 900 W. Nickerson St.,Suite 201 t •��; .�®•A;� ��. :aog ,I , SEE ARCHITECTURAL PLANS FOR f '•. Seattle,WA 98119 ►� �' *y11r+� .. °n d. q T 206-378-0569 " s!`� �.••�`i, `� 1 EXISTING : BUILDING DEMOLITION LIMITS � � ; - H. �4, L� AAAA - • -L - �� - {� Cis`° \\��.a G IN ' = YM TO REMAIN la Si al • OST CONSULTANT ' I,; * ;•. ' _ ' ,, rift �� '' Construction FocusI�� '; - ' °- CI '`� ., , \oie �r. N 740 Almaden St. g5 2 + 1 ' • .mak. - ... . A �, UTILITY CONSTRUCTION NOTES �,�. 1 5 tis 4 �� h ��`�►, -.` ♦ ; U Eugene,OR 97402 19 it~ . _ s y,. ••� , 541-686-2031 + + �i O T W HDPE STORM LINE 5 I 0 11 " A � . I f ._. . 'f =r_ `. + s++ 0 � :, w FLOW-THROUGH STORMWATER PLANTER. 0 • 4 � .. ,,. f I , + +1 4 f, ., fp r' CONNECTION TO EXISTING CATCH BASIN. 'C �� C. svitt_ _ . ', !�,..,� 1.,. EXISTING BUILDING W 0, O , • e 3 r t ! 'ry �� © .._ ,_, _ , ` 4' '' f0 \ 4 h�-4,„ co. TO REMAIN `� w O DOWNSPOUT CONNECTION TO STORM SYSTEM. ,.: ,tik 1.\ \-1111 �9I i� y ; .� „ . g2.TYP. 40. TRAPPED CATCH BASIN. . , . 0 0_, , , O . , ------- AO W 5 .r . . .3 '1---- ,,, .. . • '.... . fp!.:._ 0 r / '.*' P':.... ' LCONNECTION TO EXISTING STORM DRAIN MANHOLE 1 _ - . ,,.P• rib' \I* ,„ 1 1Q . �' l : ' 1 / lic2 7 CONNECTION TO EXISTING STORM DRAIN LONE. # 1� �� f a �.° In Q 9z HDPE STORM DRAIN STUB FOR FOUNDATION SUBDRAINS 0.--r;1-;i:,, + 0 (-imillm, ” ��-' �' ' STORM FILTER VAULT WITH ZPG FILTER MEDIA CARTRIDGES Shaping the Future ' a O ,t•e< PORTLAND ` ,,- F` off: �tia �, � 1 10 48”STANDARD STORM MANHOLE.itl r4 nnn 9 '� li 4 ____ _ �" r Or TF 'f9-2.03 F ( ) i4-2GD097219 + ► 0 6A2USWMACADAMAVE STE2JD AOR7iAN6 ORP ( }_ �°`� P h o 4 ► ��'� � idlik �9788 O I E 503 a Aix. 503 a°£ '� 00 ' �' �`9 STORMFILTER CATCH BASIN` - - F �� .. ��r� -.��1 li041314. - •{•-• 1 _Ask 0 ff..+....7_,..777.._. ........,../...:•.._.,!..,...• _ �� 12 TREET SIDE T RMWATER PLANTER. • +� _ - �, S SOr- ' I C I t hn (' — • Y' f'+ 0 • • . .• S. ..%'•'' • i' 13 INSTALL VAULT DURING FIRST SUMMER FOR USE AS A SEDIMENT SUMP AND 4 ppp ' MAINTAIN DURING CONSTRUCTION.CLEAN PRIOR TO INSTALLATION OF /:: + :; E-aic'I '" 1 , - _ , '��•.;�-' ;. _ S�� STORMWATER FILTERS. I, . r. A :. . - ,4 4111 I.- 1__.'. _ :A , fi + i-i: + QIP• ... `! _ .. O- 0O �, 10 ` �\O\ i- x . :, ,.- (------- -- ---- -A - A..., ---- . , — �`. - + + + + •�1illitkiO Nadikk'Zi. O I \1 * LIMITS OF WORK NOTE: O' �".` CO 1+ + + + + - � , 0 �+ CONTRACTOR TO COORDINATE LIMITS OF WORK WITHIN THEIR SCOPE _I ._ .. .... • 0 4,--,_-aTf,"*A r r J EXPIRES: 12/31/2018 V�_., _._mhow;d0 .---, = -r = x -_ -„-- - �� v: �• Ii TO MEET INTENT OF EROSION AND SEDIMENT CONTROL PLANS. _ -- k 0 i I Ill' 1a. _. M M M M Mi�+ 0 O • I TIGARD TUALATIN SCHOOL DISTRICT • CI 4 • T1 co/ TIGARD HIGH L. + a��' -' ` TURF 4 WALL �\v�a1 h� �.+� / '+ ■ BLOCK ■ W '° / I .S1 ,, F; STANDARD NOTES: 1 ai 1 U • ,� + .fib r0 / �i ;P1 S e e= .; ti 4 �.� '� / SEE SHEET ESC0.1 FOR: „ \ i I' it , �; + � / �� r • PRE CONSTRUCTION,CLEARING,AND DEMOLITION NOTES SCHOOL 1 - • < FOOTBALL FIELD , �. ,� ✓ • GRADING, STREET &UTILITY EROSION&SEDIMENT CONTROL NOTES } R MODERNIZATION a ', I ' ,%....� • o a ,:.. •:..,:ORli ..d. •,1- ` ' 1 �� h I TYP.4110 \ / • EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION � r �Ft]lfbl'f4�t� - •°� n � _ - .\_x_,----„_.,,___/__,-- 4$6 �, J 4 1 � r+`, •-age,. CONCRETE4 /1� A % ilk 4 �I f ti\K,, 4..t �• '� ._,� `. WALL _� H . ' EXISTING AUTO SHOP *•. ' :., ��' ?��. • / 1 1= • .::= -I GO 1 © TO REMAIN . I ir- — � 4. g �j. ' 00�II � 9000 SW DURHAM RD. 6 • '.,1 4 �► �, ■ I TIGARD,OR.97224 • , r l��' O SW.,oursH T� ,‘�'� t • �� ARTIFICIAL TURF , ��. S o t 1 ! BASEBALL FIELD 1 1`r�i;u� - �� JOB NO: 16992.aa ': c M fad QIllilllllllillllllll.IILID �� a-: t r - � - Ni i ',m'.'''- ISSUE DATE: JUNE 19,2018 N ? r IF II 1, elk IIMI11 nnr t , � I ' - Jurisdiction Stamp Area iil r—liA ,? , _ . <- 4 - __ s.---.44444r- �. -1862_,-;;:- 86 �� e :Ta AliN ,- 4k: 4111m _.ate.` 11 - _ ' , r u .__ �., ,,. EROSION CONTROL NOTES ms`s. , -� J `■immil 1 moicia, — .. rmi..... — — —.EMI s _ 1 INSTALL SEDIMENT FENCE.SEE DETAIL NO.875 ON SHEET ESC3.0. 1 V 2 INSTALL ORANGE CONSTRUCTION FENCE. • I W MATCHLINE-SEE SHEET ESC2.1 O Illi 3 INSTALL CONSTRUCTION ENTRANCE.SEE DETAIL NO.855 ON SHEET ESC3.0. it U I T I IN TRAFFIC AREAS WITH STORM STRUCTURES, INSTALL TYPE 5 INLET 17 z GRADING, STREET PROTECTION. IN NON-TRAFFIC AREAS OR AT CURB CUTS, INSTALL TYPE 4 UJ INLET PROTECTION SEE DETAIL NO.915 AND 920 ON SHEET ESC3.0. �" & UTILITY 5 PROPOSED STAGING AREA FOR MATERIAL STOCKPILES.SEE DETAIL NO.810 I! LU CC CONSTRUCTION ON SHEET ESC3.0. LL 6 INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. ` 0, w ESC P LAN - NW SCALE: 1"=40' ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE LLr INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE KEY MAP 40' 20' 0 40' SITE DEVELOPMENT AND CONSTRUCTION. 0 ESC2 . 0 SCAL E. 1n=400' O 7 INSTALL ECO-PAN CONCRETE WASHOUT PANS.SEE DETAIL NO.900 ON ' SHEET ESC3.0. u- 4 bassetti/ 1 E i ,) � ..____ _ _ _ _ _ _ .. _ _ _ _ _ _ air,, , I' um.\t---7: 1 1 architects �+ ---swnuawwRCL -- �r SD `‘ r Ii s.''''') .A. . 1 . . '., - 44'N' A .j ' Ilif `� �� MATCHLINE—SEE SHEET ESC2.0 �1�', �• ' III11l11 -� " _ E. _ � rr• _ _ _ _ � _ _ NM _ r` '- MMI I �� ■ �e... �■� �� , . \, F 1 721 NW 9TH Ave, Suite 350 ��►; ''. 4 �;; 'M' ti Q � 4 4 J ] Portland,90- Oregon 97209 0.--' . 4 ,cS - ll i Ilk",-,!' oogit 0 ' Y0 ,7 i \ .4 LI oz. 1 T 206340 9500 F 206 340 9519 . I air 0 Ix .kli\x _ 4111) C;<\N</ __._,- I i'r7„. ,A, 4.0.1m i _,,..... u IIITIP /I ..-;:'''...-: . / 0 I : I X X . _ • �I 73 1__� . I, 0 ° ;; o I i *1 Ai 5 CIVIL ENGINEER & LANDSCAPE ;�� I I - LEGEND / li&,\- _ i•q.:41Eis.,: .'.s 1- - © `� t SW DURHAM ROAD bassett! LIMITS OF DEMOLITION ■ - ■ - - ■— G i-4., architects �- - ` ,w lEXISTING GROUND CONTOUR(1 FT) fss 1114 RIR,80.05 R•,79x7 m I EXISTING GROUND CONTOUR200 } - - -- • . , ,/ -" - t-• }1911= •�_.-1- -'11 \fid.:-.' _ (7)(S ) t--� -- - (SD). ( I r . . (JJ) - Vie„ �. �--- — It __... _. ( F } - - - - - - - NW 9TH Ave, Suite 350 l/ t "" ' D -++� ,.. 721 SD (.�) � .... . ":- _.�".7�: .. {�w�.707-,r.._.., . •� • ..-��`,��" � (�"�) �"'" �''') -- (w) (w) { ! _ . d��'•Ip8:7C51Y� \ Portland Oregon 97209 PROPOSED GROUND CONTOUR(1 FT) 199 It]) Ak �• Al �. -�— Agili x I CONCRE7E MEOW - 111° . •TR T (206) 340. 950.0 F (206) 340 9519 NMI • ■ X - 77-~ - _, - � !- -- �' x -'� r go .- -- —— -- PROPOSED GROUND CONTOUR(5 FT) 200 . f = T rrrrr 1 ,, % T°�" T X ,. r r ! SEDIMENT BARRIER X X t„' f BUMP BUMP 1 \ X r '� r r r r 1 �I CIVIL ENGINEER & LANDSCAPE ± ,�s qBs � I I � r � fr � � 1 I —� t� 6 I I 1 � ORANGE CONSTRUCTION FENCE 0 0 Cardno .� ../ I 6720 SW Macadam Ave Suite 200, I I -•i 1 6 1 Z TREE PROTECTION FENCE p p p Portland,OR 97219 I ; � / 1 1 I T(503)-419-2500 AII 1 I 88 1 I , STAGING AREA \ STRUCTURAL ENGINEER .:. (SWIM 7�if ' , CENTER) 1 I Catena Engineers ,.. - 12”CONCRETE . i 1 1 ;i� .• ` ka'. 1500 NdE,OR Irving 97232St., Suite 412 WALL / a • • ,.�� T(503)467-4980 :; ''_.�, � 1 1 ;� CONSTRUCTION ENTRANCE :::....),‘..t.‘,0•4 a !`L�' ,IA Mb „`, � 1 h ! a+_. c•�!:�! MECHANICAL ELECTRICAL & B7 r. wI I PLUMBING ENGINEER R,.� �J BIKE RACK=.; I ■ . 1 I X INLET PROTECTION Glumac J�Q , / 1 �---' 900 SW Fifth Ave.,Suite 1600 ,'a / I Portland, OR 97204 {, . ///�i/ / ✓(i.(`✓ ////////ii// ✓/✓ Is .. ' BUMP - ..;:,,.: "."..7 ▪ -4 C /.- I. I DRAINAGE FLOW DIRECTION T(503)-227-5280 n -_ ,- `'. _ _ - r:....: V//�/�///////.,:d•; p ••NCRETE 1 0 ') IA ,� j •• .. ° 1' • L FOOD SERVICE CONSULTANT n % I 1 r - - - - Webb Foodservice Design ., i _Mil i I I I I 1 ■ I j CUT AREA ^—Y-- 3700 SE Lafayette Ct. 9, ��': i .. 1 ¢ — — — — Portland, OR 97202 I; z CD. T(503)-236-8566 CV '° ; 1 r 1I X w + + -- FILL AREA �! r. l'/ / j/ ' ■ 1 + + + +CO + ACOUSTIC &AV CONSULTANT w w r,, IIII, I II I11 I -4- 1 I The Greenbusch Group ', I / •■ 6 I 1900 W. Nickerson St.,Suite 201 W * / _ } ■ CONCRETE WASHOUT Seattle,WA 98119 W ,'E 1 T 206-378-0569 W (CAFETERIA)1 I 1 \ ,,, ,,N / I I O — �� •!40z 7 ■ 1 I t COST CONSULTANT W f I \ « r ! 1 I y Construction Focus ff LU f, , - t _ ■ r 740 Almaden St. z '+ — �_� � 1 , 4 © �+ Eugene,OR 97402 q ,/ 0 4 0 k.. .. . . . 64 mmammm ,,i,„' o • I T 541-686-2031 2 +i I I O j U fI r . iMIII■■iiii � iiii = iii w■ . II 1 ;K'- EROSION CONTROL NOTES F- 4 '� / or r 185- 1 - ,% '`Ory �K I1 ^' 4, 0. . fi wvrwr �_ ' , / TYP. b. t •', i►: - Ii I `‘ 1_ O i r r r,wr. . . . r r•.. . ...... r,ter...:► ---- - - - - l`- .• 1 N ' n ilk r // t = M :. `. ��j F ^ 1 INSTALL SEDIMENT FENCE.SEE DETAIL N0.875 ON SHEET ESC3.0. �• it,,.. ..,... •,- '�� % - __ I •i,4\. :, . , a , a . : �- I: , • _. . o a € I -- Ii �� M . e i . "..2i,. �6 I FI F . r 611 i _ `' r r - E! � t IMF `% x 1 1.; 3 INSTALL CONSTRUCTION ENTRANCE.SEE DETAIL N0.855 ON SHEET ESC3.0. iall • �y _ _ _ r a. ° 1 1 • I IN TRAFFIC AREAS WITH STORM STRUCTURES, INSTALL TYPE 5 INLET 4© 4 — E �© '� i i i �r PROTECTION.IN NON-TRAFFIC AREAS OR AT CURB CUTS,INSTALL TYPE 4 A .101111\T / -� ♦► • 4 © ° ` I 1 �; INLET PROTECTION SEE DETAIL NO.915AND 920 ON SHEET ESC3.0. ' �� ' - /////// i 4 6 5 PROPOSED STAGING AREA FOR MATERIAL STOCKPILES.SEE DETAIL N0. 810 At \\\ cb ./ / if � ,o .° C1' ,° I 171 I ON SHEET ESC3.0. o � z z /I _� ! fi INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. �' Cc'�r- Inoa 0 0 , ►` '1 0 4 y444).11°Co ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE Shaping the Future _� X /' Y o °• .■��■v• ter. ,t .1 _ �I T..):: �� INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS 01=ACTIVE PORTLAND w m / - .■ !L••■ •. �,�� ;ar, � , ;+�, _�� 3 SITE DEVELOPMENT AND CONSTRUCTION, 6720 SWMACAD•wMAVE STEzao, zrtAwo,OR 97219 • I 6'' } / ° \ M • �'11' TEL'(50.3)419-250] FAJ('(503)4f9 2600 {S / / O 9 •X1E,,,,Rez::::::•!...!ai, 1 •. •;��,•ra, °- r•.a./ \ . t• R 4 `J •�' Y/ / �•�•�• 1� '� �w�.r+! • L✓//////// •�• • • .111;.0., 707.:1..-.� • ,` ater � �i.;�•1• 7 INSTALL ECO PAN CONCRETE WASHOUT PANS. SEE DETAIL NO.900 ON 9 '� •i . .. a t}i+i 11'�� 1' SHEET ESC3.0. 1 TYPO �'as.■oma. �: .■. �'1•?s r ,. Mme. ,. a•. • r� • a • "' s\$0 _ + if. �eR.set"•7�i. 1R i,t �M.to or..4 /Nur%.•r•Q4t1+,� , 4 rj, .••..... ---_ — =— -- -- ---- -- —= -- =-- —- = _ i 11 CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ACCESS ROAD. i ,rur 1U n !' �A: 0 -- • . ��_ s X—,11` �X X X X X X XX X X X X X X X i77 -4 ll is n Y q76 f► .\ I �' � [c) (E) E.I-'/ UTILITY CONSTRUCTION NOTES )�G ,V1P4 6'CHAIN '�� I LINK FENCE © O O HDPE STORM LINE. ///iii///////ilii✓// I v U[7 S. ��G EXISTING Fa O CONNECTION TO EXISTING CATCH BASIN. EXPIRES: 12/31/2018 IZ ,,' C2 �, , BUILDING i Em i • �� iS TRAPPED CATCH BASIN. TIGARD TUALATIN SCHOOL DISTRICT .. e:j. O CONNECTION TO EXISTING STORM DRAIN MANHOLE. �\S QryG ` I O CONNECTION TO EXISTING STORMDRAIN LINE. I TIGARD HIGH /�� ,_ ', S��P� ASPHALT O STORM FILTER VAULT WITH ZPG FILTER MEDIA CARTRIDGES. SCHOOL PSe� �e, , 16 5'WIDE FILTER STRIP STORM WATER FACILITY. Fyi O D E R N I ZAT I O N 11,, - 1 ' • \® 9000 SW DURHAM RD. � 0 ! { I j) ll TIGARD, OR. 97224 -. - w i � II= * LIMITS OF WORK NOTE: --- ._. ,� - .— :: - - __ _-_ JOB NO: 16992.00 CONTRACTOR TO COORDINATE LIMITS OF WORK WITHIN THEIR SCOPE ®I I*IfflHi1HI4IIE1 �-� TO MEET INTENT OF EROSION AND SEDIMENT CONTROL PLANS. I, " \ ✓ .I I,Him r 1 ISSUE DATE: JUNE 19,2018 l� _ Jurisdiction Stamp Area I' ... , r ll I:4.:.Zst,...elk �t�1 ■ I \% A , - I.. STANDARD NOTES: ..1 <'; �� '\,r,/_iii*I _' SEE SHEET ESC0.1 FOR: $41% ' >- • PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES �- _ .;� • GRADING, STREET &UTILITY EROSION&SEDIMENT CONTROL NOTES o ' : �I z • EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION g � O --=1 I W z GRADING, STREET O , , ,•i CC & UTILITY in CC Li_ CONSTRUCTION ESC PLAN - EAST KEY MAP cc SCALE 1"=40' SCALE: 1"=400' ESC2 .2 o r 40' 20' 0 40' N 1' HII -I RFRI/ EXISTING GRADE FOR FURTHER INFORMATION Ijassetti NOTES: W ON DESIGN CRITERIA SEE / 3' BY 3' MIN AT CHAPTER 4 OF CLEAN WATER /i4 architects 1. WASHOUT FACILITIES SHALL BE BOTTOM OF SERVICES EROSION PREVENTION MAINTAINED TO PROVIDE ADEQUATE INTI IIIA=VIII=VIII=`11111--II WASHOUT TO PPLLADNN NGMAANND DESIGN MANUAL P°T coNTROL \‘''\- HOLDING um €€€u € u Arno CONTAIN E�'�4\ SS • 4JA Sp M HOLDING CAPACITY WITH A MINIMUM '� I' FREEBOARD OF 12 INCHES. A - CONCRETE A Ops �G a ' /N r 2. WASHOUT FACILITIES MUST BE i-' . .' . . �-• " \II ..., ,.a�'�'� ' ' v 4 0 721 NW 9TH Ave, Suite 350 1 REBAR FOR BAG REMOVAL ��=,1•�.I�ti�.Elr:.Ell�.i�.1; �� Q : tr CLEANED, OR NEW FACILITIES MUST .:rAer,- -•r-•r •-.r R e ° ' o q: Portland, Oregon 97209 i L •L L L +..`L •L.� e . BE CONSTRUCTED AND READY FOR = Ili.ifieSei�iei� O • '. fl A D.a _ -!x4•4-r. !Y- t- r-;•x• v . '4 T (206) 340 9500 F (206) 340 9519 USE ONCE THE WASHOUT IS 75X31 � v. CATCH BASIN GRATE FULL ii-`r-Fi-n • 3. IF THE WASHOUT IS NEARING1111 ' p- D.' • .p - -.6• b `fiTf _ -�!- -,±-ti / _. _ D te' Qd -•.a 4. 10 CAPACITY, VACUUM AND DISPOSE _ w X4.1"4 4,� 4�T. / •: • , , ' -n: •,a :7 _ • p:-. .a OF THE WASTE MATERIAL IN AN I Il.�.�i�i�.�.�.,�. /// - ' CIVIL ENGINEER & LANDSCAPE CN APPROVED MANNER. ._:•r_:.r_..r_:•Y:•r..:•r RADIUS - 25' MIN. v- . Q LLL I I I I I I I I I 4. TEMPORARY CONCRETE WASHOUT >:�. '. ' Q �� 5 Cardna CATCH BASI `► • FAC1UTIES SHALL BE LOCATED A I IgIIIIImIII] IIIIInILL I CLEAN PIT RUN OR 3'- e' CLEAN ROCK .41� Ro`I\-• of GF��S 6720 SW Macadam Ave Suite 200, •A��,��,�,��,�,��,��/ ► AREAS�lNCLUDING OPEN OF 50 FT FROM SENSITIVE '� 9' BY 9' MIN TO e�\0��*5I� Portland,OR T(503)-419-250019 ► �,�,�I.44,S+4.+4.5$4,4* �•�,�,� , w ' EXPANSION RESTRAINT FACILITIES AND WATERSOURSES. CONTAIN CONCRETE SUBGRADE REINFORCEMENT \� • tit‘41�/�,��`►,EIr/ GEOTEXTILE, AS REQUIRED P� A .I`►��►I`.��i�I 5. CONCRETE WASHOUT FACIUTIES PLAN 8" MIN• STRUCTURAL ENGINEER =A ,�,4,��,�� A SHALL BE CONSTRUCTED AND NOT TO SCALE DEPTH Catena Engineers _ A MAINTAINED IN SUFFICIENT 1500 NE Irving St., Suite 412 �j�i��d��O QUANTITY AND SIZE TO CONTAIN *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL Portland,OR 97232 ♦�, A �� GENERATED BYD DWASHOUTTE WASTE - CONCRETE �- PLYWOOD BY 4" T(503)-467-4980 • �;��,'V OPERATIONS. WASHOUT l PAINTED WHITE GRAVEL CONSTRUCTION �� , . } AREA tel. BLACK LETTERS ENTRANCE CURB RAMP MECHANICAL ELECTRICAL & STORM PIPE �� •D 6. INSTALL CONCRETE WASHOUT SIGN 1 6" HEIGHT PLUMBING ENGINEER WITHIN 30 FEET OF TEMPORARY 1 ` , * CONCRETE WASHOUT FACILITY. 72" - 36" Q 9 PAVEMENT Glumac ' 4 900 5W Fifth Ave.,Suite 1600 • • . . , • A • 7. TEMPORARY CONCRETE WASHOUTS 4 4 a y • a „ ,, . v ,, =: s{ . .-yF - 4 w k n Portland, OR 97204 A MAY BE A PREFABRICATED % •/\/j\/j // Y/ // '/ //1/ / // /`:.' - 12:7;'�!:V:E � . . .F 5t,�-r =--�.-'mow, T(503)-227-5280 CONTAINER THAT IS PORTABLE AND /�/\\/\\/\\/\\ \/�/\/\� \ \\ , ~- _..-x.-sC, n. _k3._ � ' '• A.' CONCRETE WASHOUT SIGN %\/\ \/\j/\/ \/\�/\�//// /�-;', �,N _;s;.; + ; w y:� REUSABLE. DETAIL \\\ \/\\/ /\\/\\ `�� /\/\-••••••••:'--• • ' a• - . .. �,/6v/i:�.\ \/,�, / �///\/ <• }-: `:. . . - `� FOOD SERVICE CONSULTANT (OR EQUIVALENT} \.\\i�� fi , ; • NOT To SCALE -,,, . ._.. .,,~;' '. Webb Foodservice Design \/) t 3700 SE Lafayette Ct. EXCAVATED MATERIAL Portland,OR 97202 •VEN MAY BE USED FOR 3"-6" ROCK WITH A )_236-8566 FILTER SACK 1' MIN T(503 MINIMUM 8 DEPTH NOTES: PERIMETER BERM ..0- 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING ACOUSTIC &AV CONSULTANT OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR The Greenbtlsch Group 7j SLOPE OUT OF ANY MEASURES USED TO TRAP SEDIMENT. CATCH BASIN INSERT 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 1900 W. Nickerson St.,Suite 201 1' MIN -- = '. --' -•_�''-'•'-� � '-" ' 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE Seattle WA 98119 €"' = fa== _„ Iiwi=11=11 11" .i =11-11=11=11=11=1- THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. T 206-378-0569 -11=-1i=i1=11=11=11=11W1 ^ 1• 2' MIN '-"iNi ri -1 ifal .tE4 = .AVA - 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION = =11=11=11=1 - •II=I1=II--I=11=II=II=TI=LL=11 II=IL-1 '�- ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 11.=11=11=1 =i1.= =11=.11.=1= = _ =MEM =illiM FILTERING SYSTEM. COST CONSULTANT NOTE: 5. DIMENSIONS Construction Focus FOR FURTHER INFORMATION SINGLE FAMILY 1. RECESSED CURB INLET CATCH BASINS -�/ 740 Almaden St. ON DESIGN CRITERIA SEE 20' LONG BY 20' WIDE $" DEEP OF 7;" MINUS CLEAN ROCK. MUST BE BLOCKED WHEN USING FILTER ---� �---- Eugene,OR 97402 CHAPTER 4 OF GLEAN WATER 3' BY 3' MIN TO COMMERCIAL FABRIC INLET SACKS. SIZE OF FILTER EXISTING GRADE 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC INLET SACKS TO BE DETERMINED SERVICES EROSION PREVENTION CONTAIN CONCRETET541-686-2031 MANUFACTURER.URER. AND SEDIMENT CONTROL FABRIC TO PREVENT SUB-SOIL PUMPING. PLANNING AND DESIGN MANUAL. $ECTION A-A NOT TO SCALE INLET PROTECTION CONCRETE WASHOUT a w �es a�W S«vi� CONSTRUCTION ENTRANCE �W� s� TYPE 5 DRAWING NO. 920 REVISED 12-16 DRAWING NO. 900 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 A (J ) Car�dno FOR FURTHER INFORMATION MAY BE USED SHORT TERM --� ON DESIGN CRITERIA SEE Shaping the Future It CHAPTER 4 OF CLEAN WATER PORTLAND CONTROL 6720SW MACADAMAVE,STE200•POR11AND,OR 97219 W/ UTILITY WORK AND W/ 4 .=_ SERVICES EROSION PREVENTION €••�+ ~ ss PLANNAND INGNT ANDDESIGN MANUAL TR._(5031419-2603 FAX.(503)419-2600 tval PHASING OF DEVELOPMENT I�- o,_ ........--.........., , ____ _. ANGLE FlLTER FABLIC FENCE EO ,,,,,. ASSURE SOIL IS TRAPPED ilk le s. :�.rae: �-� 4. :II i I ` FLOW .a,, Y` ` T 1 2>, r ii9fI I'it'1 � a '>--4,111,.:1141._,'...,;_.:,,....=....___I Iilk .Iji I�i� '��, �, t i 1E 11 ®i I ;y+ II 30' (TYP) << r- ...__=___- -_,:.. ... i Il p QIP x" \ % 1 , \ \ ij WI I �Twm=.*y � i _ ^/ •.1.7;:aiiii I"a" „"...r rat Nifil Glial ��`-I INTERLOCKED 2"x 2" :.x =6-03_..;4. -- PLAN VIEW12/31/2018 -_-- =__- - �_ POSTS AND ATTACH EXPIRES: -mai ` -`w60' CTYP) all..- AREA DRAIN NOT TO SCALE MINIMUM 12" OVERLAP OF SEAMS. TIGARD TUALATIN SCHOOL DISTRICT CATCH BAS I N ;S= 1`"' SE STITCHED LOoPS +r,a +++++++++++++++ #+ +a+++a+++a+ ++++++ SEE NOTE NO. 3 TIGARD H,€�i i , 3" MINIMUM +++++ # # # + + + # # + a + + + NOTES: FLOW r----] ' 4+ A FROM TOE SLOPE. OVER 2'x2" POSTS 1. BURY BOTTOM OF FILTER FABRIC 6" + + + + + r. 'R!; SCHOOL • lli .. .._,„ k. VERTICALLY BELOW FINISHED GRADE. c I z r , : 2. 2"x 2" FIR, PINE OR STEEL FENCE ;III € l ._ _ - r-aMODERNIZATION POSTS. • + +' 444 1 + .T- FLOW 3. POSTS TO BE INSTALLED ON UPHILL . + i SIDE OF SLOPE. +orrcH BOTTOM [ , I I 4. COMPACT BOTH SIDES OF FILTER ` �� . "� FABRIC TRENCH. +0 .{ a 1 I \ 5. PANELS MUST BE PLACED `•� r 'k; ALTER FABRIC /) • � ACCORDING TO SPACING ON DETAIL +.' ,`+ + + + + _ +++ *++ I I1 MATERIAL 36' NO.940 + + + +' v + + . + + + - + + e - + + 9000 SW DURHAM RD. I� j� WIDE ROLLS. a + + +++ + +++++ +++ + -rr�: + + + + + # + ` + + + a -, a + a': + + +++ + + + - PLAN VIEW - I - TIGARD,OR. 97224 i ill€ + + + ++ ++ + + + ++ + + + + + + + + + + + + + + + + + + ++ . PROFILE -11 - - - t 11;-ill_ : a + + a a ++ + -111i��lill�. DITCH INLET I ; T=TIL _' NOT TO SCALE I I I-I-IIs �� , 1,-1 I-1 I I-1I IIII- I I- JOB NO: 16992.00 -F1 ---1 ISSUE DATE: JUNE 19,2018 6" overlap of bags. 11i ... ...........+......,..........+........�.. - ., EROSION CONTROL BARRIER 1 ••• •+•••000... •+•++•••••••+•••+•+•••►+••+•+• . . REQUIRED 0 TOE OF SLOPE. Jurisdiction Stamp Area NOTES: ... r..........r.oto,o, .rr......r........rr.. .r .. ...........................r............. r.. `+i•.• 'i'•.4 •�...4i'+....+i�i.�i•ba•�.44•i :ib•�..40'ii 444, FILTER FAE3RIC MATERIAL 1 . ADDITIONAL MEASURES MUST BE 2.�. :IR $40$ +,+••++,+•++,++,+++,,,,,+++++++++„ 36WIDE ROLLS PLASTIC SHEETING CONSIDERED DEPENDING ON SOIL TYPES. ar•. ,rrrr•* rr•,rr+.•r•,•rrr•.•.•,•r r•,•.•,•r•. •.• .o•: .o❖.•,o❖.❖.❖.❖.❖.❖.•r r❖.o r❖.•iii:Pl.•r❖.+.•.. .r 4.-0" t:. ririi ii'iiiiiiiiiiiii+'iiiriii• bir.+. .....••+.rrr•...r.+..rr.r. r..r.ra+.+• •♦2. BIO-FILTER BAGS SHOULD BE44. =� ;:;.;:;:;:;:;:;:;t;.;: ;;:;:;:;:;.;:;.;:;:;.;:;.z:�.�:,�.%�;:5,STAKED WHERE APPLICABLE USING (2) a" N. ,.t.::: - "$Y ��/'`�'��/ 1 "x2" WOODEN STAKES OR APPROVED1 z EQUAL PER BAG. T NOTES: O FOR FURTHER INF❑RMATI❑N 6'MAXIMUM SPACING FOR FURTHER INFORMATION I. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 3. WHEN USING 30" BIO-BAGS TO 1-d - - ON DESIGN CRITERIA SEE 2. BARRIER REQUIRED ® TOE OF STOCK PILE. PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER FRONT VIEW CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION `J 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON W r , HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. OVERLAPPED BY 6" . AND SEDIMENT CONTROL NOT TO SCALE PLANNING AND DESIGN MANUAL 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE PLANNING AND DESIGN MANUAL: z 7 EROSION AN D w SEDIMENT INLET PROTECTION � � W sc� SEDIMENT FENCE W sc� PLASTIC SHEETING W CONTROL DETAILS TYPE 4 DRAWING NO. 915 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 DRAWING NO. 810 REVISED 12-16 LLJ CC °C ESC3 .0 0 bassetfi/GENERAL PLAN NOTES EXISTING 721 NW 9TH Ave, Suite 350 NEW WALL Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 EXISTING WALL IIIIMINIEVE . CIVIL ENGINEER & LANDSCAPE • I FIRE WALL 1 AREA Cardno • SEPARATION 6720 SW Macadam Ave Suite 200, • Portland, OR 97219 •`®*'" MATCHLINE T(503)-419-2500 • • REFER SHEET G1.11 FOR FOUNDATION STRUCTURAL ENGINEER • • AND UNDER-SLAB DRAINS Catena Engineers • 1500 NE Irving St., Suite 412 a•. Portland, OR 97232 • 0 T(503)-467-4980 • • I MECHANICAL ELECTRICAL & • PLUMBING ENGINEER • • • Glumac • 900 SW Fifth Ave., Suite 1600 • Portland, OR 97204 • T(503)-227-5280 • • FOOD SERVICE CONSULTANT • Webb Foodservice Design • 3700 SE Lafayette Ct. • Portland, OR 97202 • T(503)-236-8566 I ••••••••••••••••••••••••••••••••• ACOUSTIC & AV CONSULTANT I The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 IT 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 ELECTRICAL. ELEVATOR ¢ I WOO1A MACHINE ROOM ��j 11YOa1 B 4 Rt •••••••�•• •• •••••�••••••••�F��•i•mo• l _c,.,4°)• A I i � \ I A2.23 I STo4-1 I I\ 9••••••••••••••••••• �+ C7 �7LORNE McCO;NAC \ — r --_ T \�FF'C FIC _ ease 91 P.-1 O • - / / / /' / / /2//i �� baSSettl/ / c / •*► � �'.\ architects / / ,/,'/ // c'-- 0 -..s. ----....„, '' / / 0 7'?X/7//', 0 C / / , ,, / / .,,, -- ., . / ,e 721 NW 9TH Ave, Suite 350 / // / ; i/ /� \ V � •\ Portland, Oregon 97209 /�i ;/ /,� ,• /,//// '\' \, %" 7.7-„...f,_ \\ \ \, \ T (206) 340 9500 F (206) 340 9519 / / 4Y / .. / c' ' -- c / // , „-, , ;/ .. , , / -------------,..... 7_ , // / ,��i� \� '-\ CIVIL ENGINEER & LANDSCAPE 6720 SW Macadam Ave Suite 200, / � ///// ,�/ C \ AC i Cardno � / C4 C5 C6 C7 Portland, OR 97219 CI CD/� 1110F//1/ .,y CNA//4 �. 0 CNW . %*. N4`1 C \ / i / ��, �f� •\ MECHANICAL ELECTRICAL & j ��\ v \ A3.11 / -, . . PLUMBING ENGINEER // / A / / ` Glumac �� o i C \ / / � ••:.., 900 SW Fifth Ave., Suite 1600 /� / \ 0. / % N -D \ �� ' ••\ Portland, OR 97204 / / �� • // A \ \ N 6 I \ T(503)-227-5280 /////// ; A c ,/ . v ,y •v . C / / _ cE2 FOOD SERVICE CONSULTANT 4 A3.11 \ /j/ �� CA CCjV \ / '�� :416-.- �Nias .111111- ,\ Webb Foodservice Design / // /�C' \ \ // / P / ,fes• ROOM ' \ 3700 SE Lafayette Ct. ;// i / /� / �C+ \ C fcc __,) / \ 105 \ ! •\ Portland, OR 97202 i � C`\ il // , � • / \ � _ T(503) 2368566 / /// �� C �) �� v ETING t ! CLASSROOM -,„• \\.�V / ! - C / G' \�� . - N107' N104 OFFICE 4 / • \el ACOUSTIC &AV CONSULTANT \C , / J1� '101 / A \ !� N9 The Greenbusch Group • /' C FFIC FILE / + N 1900 W. Nickerson St. Suite 201 !!`` i �► �� \ C C \ 11� KITCH i A108 •D • - A109 \ x,,407• N10 0. 106 * \ / Seattle, WA 98119 \C / \ ��., , -- 411;111ralb MAIL i C n C / \ IN �� \ \ T 206-378-0569 / F I E \ � \ -"--- 11M11-1—, #+ ®\, 4b116. OFFICE / / _ USTO• :e eK KE 'E' 1 �N 11 TY \., , C � ,v\ ) �, 04. — , COST CONSULTANT / / �� 110A :OY5 ` A11' LEVAT C >� - I N111 :'PRINCIPilk / ,\-•\ \ \, Construction Focus I 740 Almaden St. _ i �� 2 CHINE ' `C ` / �` • , 1 A3.21 1USTODIAL TOILET IRLS � Ni. I Al� CONF \ C 0 \ \. W108 E O A5S1r. \ ' \\ N112 0'----/ `C \ _ 1� N110 A112' j! A1D2 ® ,,\ o Eugene, OR 97402 ;% `\ / / / �\ Y STORAG' RO f r T 541-686-2031 / \ �� 47.,...T.,:„.„, iFFiCE W108FLEV E :• PTIO A101 / �� / / .. '' � A3.11 '•�� f1l1f108C W108GREEZE� OGLER • EL 01=1l !A NDANCE \4 /� \� �\ , '�' A©3.01 W108 A100. =3 / / . \ C+MMONS -.. � , C C 1 * AITIN \� y\ C' \ /� \ \ 1, ___.. .._. .___ KfTCHEM --, o/ LCOVE <SIA)A14//// (CA/ I WM ��1 STAIR 0\• \ V \C c \ \ �/ \ / �� 'L �� ooA/ a ` \ \ LflR�IE!�icCONAC C \ \ j / �� ! — / j i, ,, •-, ; .ease 9l C\ � // /\ ` I moi / T, , .. . . '0 \C \ o al C \\ ��. \- . - i oi /------ , Av '-' 7../ .. , - __. // \ / IIII �� / 1 1 �I ...� QQQQQQQ,,,QQ� / - _ \ SEA E,WA , / '/' ' C / -� - - — •I - -�- 1 EliIlir. .....'...................".."...."7"------ / \. C C y'// 4�� \\ CC _. -111 OUNSELIN i — I I ,\ /1/ ` \\` A2.14 ' I 10i4 = .r 1E N E1o1 co Et 0 • ', \ \\/ \ 1 1 ECORD y \C / /� 1 / 7/ •i..•A...........�...+ 1414!1• •0 0 0+ ' / OFFICE OFFICE C' / r �\ / �` � �. I I / E 111 \ / \� �; \ A2.13 I� I CONF. WAITING20A E120B � �` / ----$ CD E110 101A 1 V COMMONS + WAITING URSE /_ J} \ ' EX OFFL E 1 / `,\ SIP \� 1 l 1 W105 E120 C63 MAIN GYM STOR. _ / \ / 11 a- 1 bail =1 W102 W102A L OFFICE. Ili' FICE 3FFICE OFFICE #. , ,`\ E108 E102 a FIRE SPRINKLER RISER . I , \ // `C� a- `_i I Yi o - I; J _ l �_I. 1200 . '� •\ - \ . IjI �I E103 j IS5 OFFIC ,` \ / i AI15 GR:.B• GO �� I OFFICE OFFICE � E121 36 A .:] - ,`\ �� // \ I 'Y10 I E10fi E10A I \ �� / 0 1 I -,c -` ( CF I C2 I `� '\ 1 \ \ \� I ° I 1 103 I — — CAREER CENTER i V �\ � �� I E105 •\ \ �\ �� A2.13 I I / \� \ I I W404 1 • 1 o JN' o 0 . • i' i e . . r . i a s . r . i . . . . _ . t . i+ I . • STUDENT STORE I A2.13 L"' L. \ A225 ` Q — ENTRY ? CONCESSIONS l (L- u rni---MI. i . \ 5• • W100 _.._ "Fif A2.32 41 i / N . • CUSTODIAL BUSINESS ` \ • \ r LOBBY --^ W109 CH CLASSROOM o . �_\\ \ SB J. MEN W101 V E113 al , v [3 ; I w„s _ J 1 0 \� / / \ I STOR `� SAFE!STOR CRR L. i / �/ ' . 1 k i WOMEN • W111 D D OFFI Wi i i C111>LI 00 f 11 .L ,• . / 18� w111 B STORAG / / SC -, . 1, L- _ _ W,14 I IK7/ ` I BUSINESS G / —` UP THINE - - --_- 7 A3.11 CLASSROOM i S D i i L ' — E114 /� 1 6 I 1 u1 Tu F� M F/ SES tl I FOR LOWER LEVEL �� ' ' �► \\ i 9 I SEE A1.11 1 - 7 \ ��- AI 1 BUSINESS l \ . Ios CLASSROOM .��&� • / ,.. I: wFir rc \ — FOR UPPER LEVEL /� I - E115 I _(-1 1 / Tr 1 • // A3.2 w11� s�� A1.13 t� REVISIONS DATE • \ / \ :0-01;10 I III — — - — - C N — MDF —I> / N h -t I � TEACHERS E116 / � A3.11 I I — Z —� I LOUNGE 0I I — E118 ��, l� N �� u I..OFFICE' / i I I , r — — —� — — E117 \ I s� \ In UP m ! A2,32 I I —I i/ ` —i .0i.• •• iel c-2, ' "._ III III' �� ,� � � ---L . . 1 / S2 , \ - —I L �� SA ' - , - = --- - --- - - - o e o e - a a e e a \ Q C- \ \ S J�1 - `�\ TIGARD TUALATIN SCHOOL DISTRICT � 0 A3.14 \� \ SN j _ — —j -�--- — 12 - iii: TIGARD HIGH ,, \ / ' - '- ---- - - rrtr +w7 117 //'' , -,so _ , SCHOOL ,,,„ A. \ 1 I \II _ - ,, / ' I A3.14 5 I 3 IIII Il„„. SP — I - - - MODERNIZATION 1; r.- -.S !I � . Q.� �� A3.14 I 1 1 gili \ , ' ` 9000 SW DURHAM RD. 1 / I ; I TIGARD OR. 97224 \r<401://, Cv''Q — 1 t_ \/ JOB NO: 16992.00 • • Li__. ISSUE DATE' June 19, 2018 . \ K . � it / / / Jurisdiction Stamp Area I / . \\:\-,--- • v A3.21 A3.21 �/ r IIIIIIIIII • / ! ! I,I I ltlly� // �, = _ II COMPOSITE - �. / I--- FLOOR PLAN MAIN 1 Lo �S2� S3� S4 S6 S7 S8IS9 (S 101S 11 S 12; S 13; S14 W o __�� / / / LEVEL '-��-__ .• / PROJECT NORTH N TRUE 00 -77-T---:-7--------------__ --_--. NORTH kes,i/j/ 2 N 0 16 ' 32 ' 64 ' \ COMPOSITE MAIN LVL FLOOR PLAN (0'-O" & 7'-0") Et LO gl, A1 . 120_ 1 1132" = l'-0" bassett! architects 721 NW 9TH Ave, Suite 350 EDop e C5 C6 r C7 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 NACD , \ „ - 0 i \ ° NB CIVIL ENGINEER & LANDSCAPE \ — / 1 441) �� \RI GENERAL PLAN NOTES `` C C -// / �t no �` \ I 6720a W Macadam Ave Suite 200, \ \ / \ \\ . \ Portland, OR 97219 / • / CO T(503)419-2500 \ A\- / ND * \ / .- \ \./ ri-‘1 ,‘ I I T\ 4 EXISTING \ STRUCTURAL ENGINEER \ / / , \� ''':,� � AV �� Catena Engineers / \ \" ,. Oi , NEW WALL 1500 NE Irving St.. Suite 412 millte Portland, OR 97232 \ �;� ! 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T(503)-467-4980 �'�� CI* � © \ �� A �jy� NEW WALL MECHANICAL ELECTRICAL & �� —_:A3.22 A3.21 , PLUMBING ENGINEER \ / CLASSROOM I ,' 1\110)->„ Glumac .,,,,. y \ / ' ,\ A3.11 \ 900 SW Fifth Ave., Suite 1600 I tel, `'\_ ' IN11 EXISTING WALL \/ / ` FLEX!MTG CLA5SR0 �, \ 1U / \ / Wb- � �� immmilm Portland, OR 97204 � '/ � i'j � N209A N20; ��- T(503)-227-5280 �I / / ,\ FIRE WALL I AREA FOOD SERVICE CONSULTANT / CLASSROOM \ SEPARATION / Webb Foodservice Design CLASSROOM N20� MATCHLINE 3700 SE Lafayette Ct. . �� N209 i %1111 \\ I 91, \ \ Portland, OR 97202 \ ,I CLASS DOM CLASSROOM ' \ �y� I / ' 11 �►-\ T(503) 23fr8566 �� ',, REFER SHEET G1.11 FOR FOUNDATION ` ' 10 Nz04 I I / I 9' \ �- AND UNDER-SLAB DRAINS f � coR �� \ \ - � �' ACOUSTIC & AV CONSULTANT awl-- � 1 CLA iSROOM \ The Greenbusch Group /�/ �� All A— �� CLASSROOM �z03 \ 1900 W. Nickerson St., Suite 201 \�J \ 1 '® \ • EI \ Nzi i ♦ \ / \ ,\ \\ Seattle,WA 98119 - \ ":77%.• • T 206-378-0569 1 A , \ �" 1 i BOYS CLASSROOM \ • \ `� —� ,\ \ _._ N21 N202 \. I T GIRL MECH \ \ /' N2 N21 IDF • CLASSROOM \ \ .� ' .. Ni, US COST CONSULTANT A3.11 !�� Construction Focus N21 N201 / \ �. 740 Almaden St. \� N 2 0COMMONS \ �\ \ Eugene. OR 97402 CA — — — — !� 1 / �. .i, �� \ T 541-686-2031 I .... _4__ , ., 440114111 , , ,.. CB / , I m. ? <SO‘VjDAt . / f \ '\ _ _ SII � '`� y � � // . �.Qa�� 1 I y- _ �D ��p�d•. �� C� u3E McCO,NAC • N. 1 / / - / -.-.711 7.r-L,- ' ) •�eosi• •!6• •mmoes• ��iseo• ��\ A. ,,,, SEA E,W.ii(" 11 /I � \ CD '`%4 0 12 18 1 OP(// EN TO BELOW I OPEN TO BELOW — — • - / A3.15 13' K'. \. 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I � 1 �I \. . \ 1 k 1 ,l TSP ' A--\ OSS \ 1 1 . �:_�_� fi SCHOOL , ,, , MODERNIZATION 1 I �Pr. - — .; , ,,„:, _,-, 7/ SQ . I 11 I t' \As, i. I I -- --- - __ i` ,„ 9000 5W DURHAM RD. I 1 1 � 1 �� TIGARD, OR. 97224 �� / , r 5 JOB NO: 16992.00 NI I I A3.21 / �% / ISSUE DATE: June 19, 2018 t I V Jurisdiction Stamp Area II\I 11 / IAli � I I /---A 6 3.2 / / ;' \. . , I iI r \ C11 ' I;"1\--\ 1 S: S2 S3 (S4- S5 S6 S7 S8 S {S 10a (S 11 cS 127 �S 13XS 14) COMPOSITE ...____, UPPER LEVEL NORTH FLOOR PLAN 141-0” COMPOSITE ri 1132" = 1'-0" - w FLOOR PLAN ,- CO UPPER LEVEL r O Oci 1- PROJECT NORTH N TRUE NORTH O 0 16 ' 32 ' 64 ' ,, NORTH 1 V� N w _in" A1 . 14 ROOF PLAN LEGEND: EXISTING TO REMAIN bassett! architects NEW ROOF CONSTRUCTION ONE HOUR RATED CONSTRUCTION. SEE A SPECIFICATIONS FOR ASSEMBLY 721 NW 9TH Ave, Suite 350 DESCRIPTION. NO ROOF PENETRATIONS Portland, Oregon 97209 N1 C1 �C3� @I. C5 C6_ C7 ALLOWED IMTHIN MIN.4'-0"FROM FIRE T {206) 340 9500 F (206) 340 9519 WALL.SEE CODE ANALYSIS SHEET G2.10 HN2 22'-0"or 1 2 8"� 56'-0" 12'1'-2 1.4712" 32'-1"� FOR LOCATION OF FIRE WALL. ee erNA / /; — ' ii- i, (RC-01 ROOF TYPE TAG / \N I �� CML ENGINEER& LANDSCAPE NB / / . i Cardno SLOPE ARROW 6720 SW Macadam Ave Suite 200, \ -• , ' / . ',, (N4� T{503 Portland, OR 9.2500 9 19 A3.11 NC �� / i El DOWNSPOUT&CONNECTOR © (\ i ) / Box STRUCTURAL ENGINEER / Catena Engineers N D 1 / RG-05 \ ROOF AND OVERFLOW DRAIN 1500 NE Irving St., Suite 412 © I Portland, OR 97232 A3.22 J \ / N6 I I I T(503)467-4980 N�� \\ A3.11 MECHANICAL ELECTRICAL & FA 6 \ \\, RC 02 b PLUMBING ENGINEER / „a / GENERAL NOTES: GP LI 900 SW Fifth Ave., Suite 1600 \. i R -0S O�.i � �, ' I N8 Portland, OR 97204 \ 1 FOR ROOF TYPES REFER TO SHEEP A9.21 T(503)-227-5280 -�FA / �� \ 1/ N9 FOOD SERVICE CONSULTANT / Webb Foodservice Design `, 0 , �� I / / I \, RC-05 u / 1\11 0) 3700 SE Lafayette Ct. O i / „� Portland,OR 97202 / \!bIIIIN444pIN 113 T(503)-236-8566 / �p / 1� 1 , 4 / \-„,____/ ACOUSTIC&AV CONSULTANT / \ 1.1 • � ,� � Tie Greenbusch Group � I I /lillik I � tt 1900 W. Nickerson St.. Suite 201 A3.11 // `\ / � / f }v` T�206-378-0569ttle,WA 119 //'/ SRC-02 \ ACCESS LADDER - ~ III + FA \ FA _ _05\ . \ COST CONSULTANT CA — — -,.FA- �, \ Construction FOCUS °° - 1/2"/12" \ �° RC 01) 740 Almaden St. r FA 228' T 112 Eugene.OR 97402 CB — — % FA / T 541-686-2031 SEISMIC NT/ I ,�g -., ai! . ! ti F F' 4 1{{/]y�� N �L ' /— PROVDETEMPORARYSCUPPERSAND — f ►� `� �� f' C,' 1/4"!,2" ��j� / I DOWNSPOUTS FOR DRAINAGE AS (� ,/ yr 112" �`� �+` Y REQUIRED. N + FA ! en se C� IroRl; tcco,�ac N I \ ! 4'0"MIN. "� se I n I �� TYP. , \` 1 _ (E)4 712'-- (E)4"112" \ I�C-0� I% RC-04 ECDI — - — '-- ASEAN E,WA.R 01 / r -RC-05r. I C . C-01,;� Q \ 234' 8 191128 \ Cs Na"rtz� 207'-2112" r !% djiii 06' 206'-11" �� 4/// o I, - "1:\\3/1. ____\ j / �� 215,-0" 1-69§/-25 1 ‘....) 7 11 I I c 207'-1" 2 @--- i \ n SRC-Q I l 1/4'f 12" 1 N \ RC-04 I \N 1fi•14zj C2� I ° I a I MECHANICAL l I -. - /. - b SCREEN WALL \ ' I - - -a ,,,, t4,1 's..0 I _- MAT H EXISTING ROOF l � I� C G 00 ISTAIR ACCESS FA SLOPE RC-05 PENTHOUSE e :�_.. — r-z \ SA — © Rc-0 1 _ N —0 = I uu I - (5'x5')TRANSLUCENT1 112"!12" (12'x5')TRANSLUCENT ® RC 01 V SKYLIGHT PANELS,TYP - \ SKYLIGHT PANELS,TYP S B + FA _ CRICKET, 112"112" • 209'-7" 217'-51/2" SEISMIC JOINT � � \ Om. SLOPE,TYP. �' .,/- "? 114'/12" / ,'112" ,12"1,2` 215' 11 112" : @- -. .' 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Aft i -. o %yr 212'-6” SQ ../y • , , , MODERNIZATIOI' , . ,, . . 1 I ; , • • 11 k 9000 SW DURHAM RD. 206'-10 1/64" TIGARD, OR. 97224 - I JOB NO: 16992.00 6Mk ISSUE DATE: June 19, 2018 r5 II I A3.21 Jurisdiction Stamp Area 32'-3" 12'-8" ' 15'-8" 56'-8" 28'-4" 10'-8"i 19'-1" 22'-3" 15'-7" to 32'-8" 13'-7"jr die, _7 ..s —[—. (____._, . . .____. (9 S 1 S3 S4 \SSS S6 S8 S9J (S10) cel (S 12S 43) / / A3.11 / / COMPOSITE ROOF F-- PLAN w 0 CO T co p ROOF PROJECT k TRUE 1 A1 . 15 OVERALL - OOF PLAN 0 16 32 ' 64 ' NORTH LLI 1/32" = 1'-0" lir .,\ N6 INB �NA .. C2 A2.14 1 • C4 C6 N8 @.7. \ OFR �` '� I GENERAL PLAN NOTES ik- : A3.12 / A105 #\ I RA10\ \ 8 EXISTING bassetti FICE �,:. / a 105- „'/ A11>, I architects - -�\ i NEW WALL A10 1 �� \ \\,. / I I 0 ASST. • I \'�\\ I (Ni) _� EXISTING WALL 721 NW 9TH Ave, Suite 350 / N C // A112 4..• Portland, g 4A RA104\ I I , T Oregon 97209 \ PRINCIPAL (206) 340 9500 F (206) 340 9519 4D Al°� S • ® FIRE WALL!AREA I / A 12- • SEPARATION / 4B iir A103 I \ \� / MATCHLINE 4C / ©\ '�� CIVIL ENGINEER & LANDSCAPE �\ A3.11 &IP REFER SHEET G1.11 FOR FOUNDATION Cardno I \ • �\ ,/,,,...4111,-..� `�k bib" I AND UNDER-SLAB DRAINS 6720 SW Macadam Ave Suite 200, / ND f RA112 03 ' � CONE i��\\ I / i � Portland, OR 97219 102 IN 10) T(503)-419-2500 / • . * \ \ \� / •• \ FEC- � ` STRUCTURAL ENGINEER 5A / I • ••• �, 70" SRO M • p ` Catena Engineers 5 • \ •• • \� I A101-' \LCD 1 A101 1 GNal / 1500 NE Irving St, Suite 412 A7.12 / i12 - - -m / / ` \ ` PartlandOR97232 ///// ♦ r T(503}467-4980 / • •�• • \ \ \ / \ \ , N 11 MECHANICAL ELECTRICAL & •/ • 1 / ` (N12) I I/ / A101- -.. �•I' I',, \ PLUMBING ENGINEER �/ - / • 1 i • \ - A4. • /1111111SN O ��4111 / / / ECEPTION TTENDANCE RA101- ! j 1 : /' V �zQ� / Portland,OR 97204 • RA11\ . ' A100 • / 3.12 0 / T(503)-227-5280 / ./ / / 3D1. 1c �, II \ ' / I / OOD SERVICE CONSULTANT / /: iE\ / • A7.11 B I / A7.11 B 3A / Webb Foodservice Design • 3700 SE Lafayette Ct 1 1 I � , � � �°A110-i \� 3D \• �% ,\ �\ • O / \ Portland,OR 97202 I I / • I COMMONS 3C \ / A7.12 - \ / .\ • �/� , \ / T(503)-236-8566 • I I I► \ O ( }- • ALCOVE \ e8_,,,,) A'f�]C -1 3B WAITING ` ' �' I •�/ �' \ O / / r .8 I 3C/ • 4'�►to�DO ACOUSTIC &AV CONSULTANT I • IA100A / / �- S The Greenbusch Group A / I \ ' N10%A-2 4 d .` ' O 0 1900 W. Nickerson � I • / . rsoSt, Suite 201 +Q . @Ail - 1 - - - - - - - i-lr , ii. - _ _ • y/ - - - OOA� ` ,// iNW Seattle,WA 98119 , , v • c5A-1 / I I /// \ 1 T 206-378-0569 I ' / I �� N100A-1_ STAIRQ1 ! �\ \,� I I �� / .I/ \, COST CONSULTANT O I • STORAGE1 vE:N100A RY VES:1411111. 1A �� I ST01-1 �•'/ ��J- I I I A7.11B VW W105A I A6.22 / ' �/ ; �, ' \ 6 Construction Focus Asir • ` 740AlmadenSt.• / - �\ �. Eugene, OR 97402 I • I \ / I N101 1 B i / -•,•• / 1A 1C . . �� iii \ T 541-686-2031 CBI - i - - - - - - _ _ - _ _ _ 4Cr°S1)Ak %,, /; r --4,--- 1 1 - - A7.12 - - N101 - / / / / Tib • / 2 A7-i1B / ---. LOBBY / : II •• / \ ` I N101 ' / LORH£McC01�'AC ' ' I / \ .�" I411110 I /- . . / , , 713 • -!�� • I I % , _ ' / / SEA WA ,_______ , , l • I _ � I I • I \ I A1C 2D • / �I',. ' ' • UP / \ / A7.12 / / IrA3.12 • GA 1 �� I I / I I �> B . / / / e a /218 O0000 I / 1 T . • I i 74."''' -.. II I I A3.131:0 I _ ;� ! •• I WORK R00 v I 0 k /7 ----......,,, / �; ��!' � I L. . _ . _ - -- - - - - - - --- - - - - - -- - - - - - - - J I71 I E112 112-1 , I I I f. 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CONF ?� ' N O) \ A112 I A102 o7/c2„ i STRUCTURAL ENGINEER �. ` • B30 \ �� Catena Engineers 1500 NE Irving St., Suite 412 •• •••• ` \ A60 •� ??:yr O Portland, OR 97232 • •• • \ �. ??,3 /. ri?\ / r T(503)-467-4980 ••• ••• • \� ¢, I \ if Q a 19* / MECHANICAL ELECTRICAL & • •• '�` ^�, \ i �� (NI PLUMBING ENGINEER • I h �� Glumac • Q �' 6' ` �,� 900 SW Fif#h Ave., Suite 1600 • 9+ �\ ! + , \7"------/ Portland: OR 97204 , / / \ I \ .� O ry T(50WDFsif RAvv t\I E ; COMMONS \ s+;` A ?tri" ��•\\ • 1 J\ ;5, \\ ? T FOOD SERVICE CONSULTANT ALcovE \ ��.��, �, ,\ • W105B r'�' Vic; — J� 1 ry Webb Foodservice Design + 3700 SE Lafayette Ct. 0 - ' • /ATTENDANCE , -� O Portland, OR 97202 6, 2.r r \ T(503)-236-8566 Q,ro . 1 A100 r7 a // / ► `I• s'-a St$° � -. - - - 3$'-0" � - � � � % � . r,?+ < A ACOUSTIC & AV CONSULTANT • ' . . / \ >f ' ' ?'� The Greenbusch Group • r _ \.., a ,4,,40/4p, SN7" / 1 W Nickerson St. Suite 201 • \\ J30 �; �O 3• / l •O Seattle,WA 98119 CA — — — — — • \\ —\ — ra' \. J30 +� I. w' \ , 'A . .51.1//N/ 8 �" T 206-378-0569 •• \ I T ��s / a �' ! /9fl oo°/ \ COST CONSULTANT �` � j± ± .-.. ,� — — _ ` � ,p � � � � Construction Focus • STORAGE C - — - �� / c" _ • ---- - - - - � * — - � _ � � I -� �. ENTRY VEST. .1' ,�\�� `^� /--..„,, 740 Almaden St. Eugene, OR 97402 ira :1 -..i // . ,/ t411111khh...W/tt:N. ':'''N. '-' ' - f — \ ,; , ` , �� // _4 / / --,,,,, "•••-..„,.. 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A60 E62 1 A2.32C I r f I I co ` r� ii - iii l...l - - !I I 1 . 4 y 13'-7" y3'-2" I 281-6112 P40 I En I • �I '4 'IB in N F60 i t I 11 1 • z I A62 E62 E62 \ 0 9'-0112" 13' 11 1/2" 00 7,-= • II tr, , • I •�Ws•• •••L�ws�J••• ••• •• ISE••••••••••••••••••••••••••••••••••••••••••� ENTRY o LOBBY 1 o • Q : I,IL _ 1 A2.32D 1A30 �1 I DIMENSION FLOOR w100 w101 --- --- • • 1 � I •,' • uW q,r jj - - l! J SAril _� = ;tel- . _= , --tea c� = - - - _ - I— PLAN MAIN LEVEL - N U I ----r 1 - - - IIS-,1___„,„_______ �—_ {-' — P40 J� v AREA N1 CO I�I� — — — — I �i ELEVATOR 3B 1 �� F60 ,� 0 / �i \ H61> �� o o -. 'aA6. E61 1j "l „ A l A .0 01 4 I r N 1 ■ II. �• 0611-9 �j A A , I I \ 1 I' !TcS I I �p►� s 1 r i� PROJECT NORTH TRUE (NI0o ` S'2 3 S3.2 I - a 00001 .••...........•.•.••••••••••••••••••••••••••••••.•• ••.a••* rj.... N NORTH � , [� N w A2 . 13D S7 2 C I C4\ T5 0 4 ' 8 ' 16 ' I\ 0_ — FLOOR PLAN MAIN LEVEL DIMENSION - N1 WESTFLOOR PLAN MAI LEVEL DIMENSION - AREA N1 Mr 2 % 1/8" = 1-0" 1 118" = 1'-0" \\ - GENERAL PLAN NOTES N_4 , N2 EXISTING bassett! N g� 10 © - architects ® ,/ NW 1 NEW WALL / : CD ii / ,� \, • �; \ •4‘ / 41) EXISTING WALL 721 NW 9TH Ave, Suite 350 / ,� , Portland, Oregon 97209 . , ,� / , w / v r , FiRE wALL i AREA T (206) 340 9500 F (206) 340 9519 © ' ,,\� / / SEPARATION A8.21 /• / / ST,AIR 022) I - MATCHLINE �� ^�� CIVIL ENGINEER & LANDSCAPE / \ ST02 !/^�` ' \. �� \ REFER SHEET G1.11 FOR FOUNDATION Cardno . // / // //, • \ / AND UNDER-SLAB DRAINS 6720 SW Macadam Ave Suite 200, : , Portland,OR 97219 / \ / ;% i ,/ \ • • I T(503)419-2500 • / ,i'/ /j ./ / r‘jLSTRUCTURAL ENGINEER • / ! `,% //7 / / ��,,\ Catena Engineers 3.12 / / /�/ \��' ''N AA / I 1500 NE Irving St., Suite 412 • �/ 1 ':'• !+ / \ Portland, OR 97232 150 • �'i la,,/ \ / !` , \ MECHANICPLUMBINGAL ENG ENGINEER & . . / 7Glumac • ,IP. \ \ /%/ / / \ '\ 900 SW Fifth Ave., Suite 1600 I / Portland, OR 97204 4 N D r . yr' . // ''` \ / A3.12 N5 T(503)-227-5280 41* / ,,A,3,.1244/11. ,s ,a ,, FOOD SERVICE CONSULTANT \� 1//', N1 r 714...:// • �g / 1D 1A �\ , ii �. Webb Foodservice Design ��: tb6116x4 ��/ / 3700 SE Lafayette Ct. MB A7.22 Portland,OR 97202 / **44))1p, ' T(503)-236-8566 / �/ /,�\ / ' .14 / \ ,� , - ACOUSTIC &AV CONSULTANT / \ /i 4A . The Greenbusch Group kite / ' / 4D / / A7.22 \ W. (-31// //// � .� � '`. Seattle,WA 98119 St., Suite 201 / •/ 0 // / A7.17 CE2 / / A �� 0 46 26 •• \� A3.12 N V T 206-378-0569 ,/ \ /i aC N 106 ;: SIM �� . / /i - /11 COST CONSULTANT '4;4.4. // �.- CLASSROOM OPP O ' / \ / 1A \. \ !/ Construction Focus / �!/ � \ N 105 N 105- I .` 0 �; '`I , / 740 0 / I/�/ \-N107A-1 A7.22 '% � \ Eugenie, OR 97402 maden St. // 4 `A�. 1 B /© `4',...,-,,,.. `'`. � / T541-686-2031 /, SIM \ `, \ A5.25 ' `\� 4It''1.11I'Y / A6.12 r� .�.' / ' 0 /// / � "`� • N106-1 ` \ oPP ` J •1A � \�� , I J ,\0 /�� 107A-1 ,..% , \ \i N 105-1 403")4Ai? 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RR. � ' dr,, 3B o /MEQMTR • 115 • o / �• 4/'2D A100B 1 � ' A2.13 %,„ 411P / 3C o iNiE0 ILET 1 i \ /110RA106 '` ��\ N116 • ;� �, \`�' �I A7.17 \ I OFFICE /. / y � B _ A105 ,, /^ 3D 1106- ♦/; I \ �� / 2c / `FEC 1 RA105\\ ' IL , / 1 i-1 \ VAULT----,::::-_„X � ., A7.16 pRINKLER ,� / s \ • Iti ► N,409 1106 , 3B , 2 3C RISER As.12 i• 1106-1 105- j,' / v�,lr N11013/4 / WSJ / _ ��/ N1Q1B-1111-1�• As.12 A7.17 1•04100 O \ �I 1 i`yam •!% ./ , �:�_et TOILET iii,�►,�`� \ 5 A110-1 0 ASST. �• •l A3.13 I <, // •, N.^ \ N118 �� // 11 A112 / ///// <` / 1,111 -'I V / BOOK KEEPE' -lir 4 \ ICE N110A-1 • / , I 4A \ -4'411W .„ '' N110AH / BOYS A t \ A110 40 II CUSTODIAL N1' 1 ;'� 41) : �f J N110 I / r o rki� RA110-1 I 4a1 • / • J \ 4C/ iRN110A-1 / I `D N1 3 . �,` I a I \ `� A6.31II •�4. DIAL k 11 , A •1 2 ' A6.31 I GIRLS13 RA112- / � A4.15 / ."' � t, I N112 i •/ /ELEVATOR - 1 N•r 0 �` CHINE R00 '�I VEST. TOILET N114 p•• �=. - I I _ 1 W10$D W108E / 56 ,/ 5A /. L V 0 •• •. �•�•ft /,, i .. . . %147w. EL a1 / • \ • 1 ADDENDUM 4/30/18 • REVISIONS DATE OFFfCE o f,"' ./ ,. - /' J 'Tr ov !IP A GREASE INCEPTOR BELOW GR 1 N,1,\ ., 9 / ,.,„A : , . W • W108C - �'\ fii, , • I - _ � _ - ,04,-; 108E-1 ! . � - �' / '� � Nj� •� I ii4 A3.13 2 co 6 © A3.13 3 11i '"�, .. r ��'�., N i%V viZ17. , /� � //I . D / 08-71 48 ;1 - iv 8 4 S1 El o r -Q�� i • E2 • 11 4 A3.1311 / �+ _._.__ a5 31 -1� a 1 KITCHEN I I / W108-1 • I X72 ��++/q� - - - - - - - - - I A4.15 - I W10$B I - I - _ /-- _ -. - - - -I I -5 l 8j ��a� E� ' `li; I • 2 105A-1 I'4" A5s2 i:, • TIGARD TUALATIN SCHOOL DISTRICT '11 ' A4.21L : - � 11 I • • SERVER 1 ' • / / . ... .______ . ._. . .. ..... . .. .. 108 I TIGARDHIGH I {� I � l , .0 / II a 7° 'IV'' U I �i I I Li E , • i .• 1 ISCHOOL \ . . I '1FIM 1 :I Cgs - - It 0 MODERNIZATIOrs - I ji0IL .... . .._ i 1- 1 i7LI ie . 1-M) 1-t: u ° . . . . 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I -��, I N9 Portland, Oregon 97209 --� \\ \ / P FIRE WALL 1 AREA T (206) 340 9500 F (206) 340 9519 � SEPARATION ' \\ / // MATCHLINE NO /.,e' / CIVIL ENGINEER & LANDSCAPE Tibe \\�� I REFER SHEET G1.11 FOR FOUNDATION Cardno �4" 1AII,*\ - AND UNDER-SLAB DRAINS6720 SW Macadam N20 B-1 1 D Portland, OR 972 gAve Suite 200, \ \ / T(503)-419-2500 A7.22 ` \ 1 /2 1B -. �. -, {N10) STRUCTURAL ENGINEER 1c CLASSROOM ,A4.121A ��:� / �-- Catena Engineers db ,; N202-1 N202 1© `� / NE Irving St., 5A • \ \'-' \ / Porrtland, OR 97232 cite 412 5B / • �� A7.22 \\ \� I / �� T(503)-467-4980 A7.12 j \ �.0' i / ♦� 1Mg 1C 16 N11) „,_____, MECHANICAL ELECTRICAL & • • • •� (N12) PLUMBING ENGINEER �, / Glumac �EC-a ( ---i / • I I % 900 SW Fifth Ave., Suite 1600 / 3D CLASSROOM / \ Portland, OR 97204 / T(503)-227-5280 ,NE / \N202-1 N201 / • A7.22 � _ / \, i\ / :3.124 ah FOOD SERVICE CONSULTANT \ �`":� I I �® Webb Foodservice Design 4A N201-1 / ® �A5.56 �. • / / / * 3700 SE Lafayette Ct. 041 / o Portland, OR 97202 A7.22 \ A722 \ T(503)-236-8566 / ... 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'�� / T(503)-419-2500 STRUCTURAL ENGINEER r Catena Engineers \\� I \\ I.F I a2' \` r 1500 NE Irving St., Suite 412 / A.• N 9 Portland, OR 97232 NE T(503)-467-4980 1 / \ MECHANICAL ELECTRICAL & I I \ � \, PLUMBING ENGINEER \ i CLASSROOM / <,2b,\ I / Glumac `\ N202 900 SW Fifth Ave., Suite 1660 " Portland, OR 97204 •� �� / �� T(503)-227-5280 IN 10) �see I I , FOOD SERVICE CONSULTANT ••• 1 Webb Foodservice Design j • •� \ 3700 SE Lafayette Ct. '•� \ / I /..- Portland, OR 97202 •� 4 � \ �4 / \ T(503)-236-8566 f ,� 1- 1/<''''' ACOUSTIC & AV CONSULTANT \ CLASSROOM �� ! ;' The Greenbusch Group • /111, \, N201 1900 W. 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I o S2 i 7 E2 TIGARD TUALATIN SCHOOL DISTRICT a TIGARD HIGH IS) _ 0 rt LTI SCHOOL MODERN IZATIOr 1 II I I 9000 SW DURHAM RD. \ I // TIGARD, OR. 97224 o JOB NO: 16992.00 ISSUE DATE; June '19, 2018 Jurisdiction Stamp Area CF - - — — — — — — — �. .,..�► - - - = I --, \ 1 1 DIMENSION FLOOR Q o w PLAN UPPER 66 ••••••••••••••• II 66 LEVEL - AREA N1 a 35'-8" L I • 12'-8" 56'-0" 12'-8" 1'-2112" 32'-1" r� ,r dr- •co 2 •.•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 0NE) ct w A2 . 15D FLOOR PLAN UPPER LEVEL DIMENSION AREA N1 � —) 1/8° = 1'-o" NA N2 NI i / 411)„ IN B / bassetti/ GENERAL PLAN NOTES architects / . EXISTING / \ 721 NW 9TH Ave, Suite 350 6 Portland, Oregon 97209 jtil, r A6.21 � NEW WALL T (206) 340 9500 F (206) 340 9519 4*i/ /41,;.;, \ / @-. CJ EXISTING WALL /• CIVIL ENGINEER & LANDSCAPE / / . • I Cardno o - - , FIRE WALL/AREA 6720 SW Macadam Ave Suite 200, / / i I SEPARATION Portland, OR 97219 • ;' �'�� T(503)-419-2500 Alk NC / -.-.._ 7 �/ �� MATCHLINE STRUCTURAL ENGINEER ® � / ' � N4 REFER SHEET G1.11 FOR FOUNDATION Catena Engineers I I AND UNDER SLAB DRAINS 1500 NE Irving St., Suite 412 / j� '� ///' Portland,OR 97232 T(503}467-4980 NDS ' / / MECHANICAL ELECTRICAL & .03.12 / / w 6x4 ,, \ I PLUMBING ENGINEER / \ A STAIR 02 ' . •./ MB Glumac • / ST02-2 .03.12 / ak 900 SW Fifth Ave., Suite 1600 1A �. / Portland, OR 97204 \` \ Wil 14 %' 1D ,,� T(503)-227-5280 epr CLASSROOM A7.22 I FOOD SERVICE CONSULTANT W. . / 006/ / 1C I / Webb Foodservice Design j' ' . ` ,/ / �„ A3.12SE Lafayette 4 • ' \ Portland, OR 97202 t TA! ' 16x4 / ACTICONSULTANT/.'' ¶ :: : / eenGroupickSuite 201 I MTG RN208� / I T206-378-0569 NE 0/// N209A JA CLASSROOM .03.12 ?22 . 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N B architects / 721 NW 9TH Ave, Suite 350 /�/( \ / Portland, Oregon 97209 */41 , \ C3\ T (206) 340 9500 F (206) 340 9519 N3 / 6, - r,2, CIVIL ENGINEER & LANDSCAPE /�\ / I Cardno ` ^ ' \ ` . 6720 SW Macadam Ave Suite 200, `ti / ' \ P::0:1:3::, OR 97219 /47/)4 F60 ' 7 '- ?r,r " / T19-2500 STURAL ENGINEER \A f(� ''/A / \.,:�� CEngineers /%/ ic%j4f �� 1Erving 72 Suite 412 a / / IIV �� 70v• T(503)-467-4980 • �� • F60 �:qa \ :4: / y / MECHANICAL ELECTRICAL & S= %/ PLUMBING ENGINEER Glumac ND `� ,� \�� 3�a ,'' \• \ 900 SW Fifth Ave., Suite 1600 ^ `� ; CLASSROOM ? , ... I I Portland. OR 97204 \ / / J30 N207 �, 2-6a T(503)-227-5280 \/ / \� FOOD SERVICE CONSULTANT //; / \ '�.� 0:.f \ �\ 7:: Foodservice Design �' Lafayette Ct. � I , OR 97202 �: / / �\ 70'2� j 236 8566 , / / ' 0 ii// \ \ ACOUSTIC & AV CONSULTANT •- •,... , ' • / The Greenbusch Group / '\_, �/ r'' -- I 1900 W.Seattle,WA Nickerson g St., Suite 201 Q FLEX/ MTG •, • cv / / CLASSROOM • N209A 'sr��w T 206-378-0569 \\ \ N206 1 / / COST CONSULTANT NE Construction Focus � / 740 Almaden St. ��.� 44)• � � � ,/ Aj�� Eugene, OR 97402 ilf .i \ `� 2+ l V T 541-686-2031 • / .1 ^a / /`` ep .n / f 4 , ,, , / /; ,� /, CLASSROOM ' <so'"/?%, F60 N209 \ -?" C. LOR E feCONAC C? •1 a / •ease 91 / \ \ CLASSROOM . / , \ • % • \ N205 SEA �,WA k. �1�' r -, N7 �� o s\: ted' • a P2 1 s 1 ., / '/4 ,,, • P / -., -... NN .7'- i , / . ' e" ��. CLASSROOM I • �� \ / CLASSROOM 22. • • y �\` \ N210 \� / �3o N204 - • \� �.,' \ Az.15Do S . N :4,.,\ ♦// '0/0. / I 41. • • • \ / CORR / '�.\ /,;, N200B �� CLASSROOM • • .--„,,, -, 4:1' / Ilie E • • , CLASSROOM f ♦ • N211 -(�' • P114%IN4 . A80 - -. � � / I ♦ 01 • N212 ,r A / y, 0 / / \, D61 • • �' O,, GIRLS �� • / NN213 D61 �� / \ 1 - MECH �• • ,: 4, it*. , , 71 • • D61 •r O. At REVISIONS DATE ,R /414r.i 00 �'rO' �'� I DF 1 NI / ,-: j N215 • ; , jaiN 1 �� `-'' IDF • • o ELEC``1 : Si E 1 /�\ N21G t E2 • S2 - i . \ ; CAS — _ _ _ — _. _ �` — - — _ ; , „ TIGARD TUALATIN SCHOOL DISTRICT \ \ • •• , -__„. TIGARD HIGH • ,.,. . ...,,_______.. . ,_.,_ ,,,...imimmit. -Mr , . i, i_,.., .. ___________ _ . . . . . L°?' --4111111.1111.1111M111111..TW4-' • SCHOOL —:� TJX _ I ;` 1 fin' — L. _____ H-- I to I 1 - AI M i•_ _.,, , • • 9000 SW DURHAM RD. TIGARD, OR. 97224 I — — x ;� JOB NO: 16992.00 1 --� S• E ISSUE DATE: June 19, 2018 - _ _ 0 I Jurisdiction Stamp Area t ----t- • • vv • �~ • • i DIMENSION FLOOR 2 \ • • < r \ • I— PLAN UPPER • W Ca I_ ' I �\ co LEVEL -- AREA N2 �S6 SS\1 S8 S9.2 •cS 10 t 1) co wo ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••+••••••••••••••••••••••••••••••• C N PROJECT NORTH N TRUE co FLOOR PLAN UPPER LEVEL DIMENSION — AREA N2 IV NORTH`A, w A2 . 16D ' 1/8" = 1'-0„ 4 8 ' £� ' �,� (l.. �-. N5� @1" 12 G • CND } (N& N6 NB o N. / ROOF PLAN LEGEND: \ 0 NA ./ \ I A2.18 / asset , I I I \ I I \ N 9 EXISTING TO REMAIN • I \ architects N E / I \/ ` NEW ROOF CONSTRUCTION A \ /):7 \ \ I �_ ONE721 NW 9TH Ave, Suite 350 ` HOUR RATED CONSTRUCTION.:EN: \ / i• I� C I SPECIFICATIONS FOR ASSEMBLY Portlan:: 09519 egon 97209 / \ \ / \ / / DESCRfPT10N. NO ROOF PENETRATIT(206) I \. ALLOWED WITHIN MIN-4'-0"FROM FIRE �s \ IN 101 WALL. SEE CODE ANALYSIS SHEET G2.10 \ ,l'yf 1 \ • •• • \ I / 1 I \ / FOR LOCATION OF FIRE WALL. RC-01 ROOF TYPE TAG CIVI L ENGI NEER& LANDSCAPE \ INil .'"----.....,„, 00 • : .. le \ RC-02 / 1 CardnO A • 6720 5W Macadam Ave Suite 200, / I I • / N 11 ) SLOPE ARROW Portland, OR 97219 / : / \ I /-41111P41111111111111N11111111 / \ T(503)-419-2500 • / IN121 • �� \ �l DOWNSPOUT&CONNECTORSTRUCTURAL ENGINEER / / / BOX Catena Engineers I • \ ` 1500 NE Irving St., Suite 412 RC-D1 \ �/ \ « ROOF AND OVERFLOW DRAINPortland, OR 97232 I T(503)-467-4980 / / ,N214-2 \ • / \ CRICKET, 1t2"/1i SLOPE,1' . / / MECHANICAL ELECTRICAL& IIP PLUMBING ENGINEER \ • A3.15 \ / A I.ADgER RC-05 \ \ Glumac • � I / i/ GENERAL NOTES: 900 SW F fth Ave.,Suite 1600 / • / \ 9 \FA / / / Portland, OR 97204 • \ I / r T(503)-227-5280 T� � 1. FOR ROOF TYPES REFER TO SHEET A9.21 f 10'-0' VII----. --- / I I / gir ir \ FOOD SERVICE CONSULTANT '' ______ _______ _.._. l \ - -74 r \ Webb Foodservice Design T-2"I 211'-8112 1 I / -\ •/ 229'-0" R , 3700 SE Lafayette Ct. 1 �, • / WIF / II /4 Portland,OR 97202 II I T(503)-236-8566 I N 211'-0" I pi 1 • / \ RC-03 / I \ IA �C-001 / / \ • \ / \ / ACOUSTIC&AV CONSULTANT I • \ / i \ The Greenbusch Group - 1 • \ / \ . 1900 W. Nickerson St., Suite 201 • \ / Seattle,WA 98119 i „ • I ' - - \ FA - - - I FA I /,,,,/ - /// T 206 378-0569 /i:J: CB 213 lir/1 I • I / COST CONSULTANT / \ < il• I ,,_.,..4 / / Construction Focus I •, I; -,. I I I / \ / , 740 Almaden 5t. 6 Eugene, OR / I \ T 541-686-2031402 A3.1500A3.15 'lig STEPPED PARAPET • I / �'� 28'-1 1/2" FA / c• /��, • \ - �r irA3.12. _ / WALL, SEE ELEVATIONS I • Iv / " \ s,,,I'S9W Al? ,,I, ta / FA . '4----..,,,,,, I / '.. 0 _> _ In ''-•-•..,,,,,, % ose I c.), i \ // L A:.22•I'.- 10:111131: / '''''''''''''' ., , j WA ki. 0 .1 M, =I/ _ ____• I. r/idoit4, I j'A. IVA " 2 ) A.... • MI /( 2 ! j 0 - / 0 A4-21 • \ \/��I/� 12 18y I I • I I 1 ifi �I -1@-Ci. - �� ------ • / I r. • / I 2 A3.12 I • � 114"112'' • 1 ▪ I I / 1 RC-04 FN • Rc-0___)01 / / I 1 - I • I I 11 24 28-FALL RESTRAINT / \ , r : ANCHOR / /\ / ' I ---r-�-�--- I A2.18 I = I I FA I , " � r / , / 0000••• •• sl=lsl�CJC NT�•r••••••••••• • 0000• I ! � � I / 1 / I I I _ � PHASE 1 TEMP ROOF CURB/PARAPET, / DEMOLISH IN PHASE 2,TIE PHASE 1 / . _. ROOFING TO PHASE 2 ROOFING. } 5 A3.16 PROVIDE TEMPORARY SCUPPERS AND } 1 211'-8 112" DOWNSPOUTS FOR DRAINAGE AS I / I / \ .� ;� 1 I 211'-8 112" I _ . � _ � � - REQUIRED. / [ - W.. _. (CD - - // /losamird. . .. .40__.. 1 / I I I / 3 1 I RC-03 1 1 / / y A4.18 I I - I 08 45 00-SANDWICH PANEL 2 ROOF SYSTEM 5'x5'TYP D4.01 E 1 I I RC-04 / ROOF DRAIN AND OVERFLOW I i i- 8 E Il> I l 4 A3.15 lli - Ofi'-11" • . , . ... . . ,. . ..., . .. . _. . ' A REVISIONS DATE © I I '�' II r _. , .. ...x..„.......„.,„..t...„...,.....„ vs, .,_. ,, . . - - - - FA- - - - I - - - = , _ - I - -ol N CES I I I - i '11iN fv 1 1 _ QIC-D49 = 1 lj I I I = � , E2 3 ,k I CRICKET, 112"112" ` \� 207' 8 112" 207' 1" A4.21 SLOPE,TYP. a C I I / p l . 11,r,r / / I S2 \ < - I ///// I 1 I I I I j7 . --- • .$0. i'.� , TIGARD TUALATIN SCHOOL DISTRICT I I '4'II A4.22 • j, . I TIGARD HIGH ell -_ >7-- SCHOOL A3.,5 I I / I I 1 I ,0 I /�� 1_ I - I I I I �I MODERNIZATIOFF I I ua•r,r I � I .. _ ,.. E I -_ 213'6" 211'-3" * , FA I 9000 SW DURHAM RD. I I I TIGARD, OR. 97224 _ I \ + E + FA FA+ •••••••••••� I JOB NO: 16992.00 I I A2.27 I A2.27 I • • N 4 I SEISMIC JOINT = I ISSUE DATE: June 19, 2018 217'-5 112" I • ' 1 A4.18 / , 112"112"SLOPE, I t Jurisdiction Stamp Area / I •0 ..." / I ..18 4.18 I 4-- o I ••••••••••••••••••••••4 �••.••••.••+r•••�1••••••••••••••••••••••••••••••i ' e • 208-3 , = CRICKET, 1/2'112" Ni •Noe 0 I FA *.) FA ; I\ SLOPE TYP. I Qr.-09- .. - I - - - - - - - - 9- -i - EL 471 RC-9 ill \ !I L. los'-s" I I I Lc-0) I • / 208'-1 vz Y I I 14 & A3.15 • • ..a.. w_i •0000••••••. 1140110.110111010100111004:40 11••••••04•••••1••••• •••••0.0••. t < 1/2"/12" ROOF PLAN - AREA EL L.,. I_ I- N1 __, M076200-GUTTER -- w I LO o �♦./J^ I CO ROOF PLAN - AREA N1 2 c\IPROJECT NORTH TRUEct � 1/8" 11_0" k NORTH A W A2 . 17 `is 0 4 ' 8 ' 16 ' ih CL 1111/ Cl C3 �G4 N1 ROOF PLAN LEGEND: \A \\--____-/k...„.„ EXISTING TO REMAIN/ N2 I 1 I bassett' architects NB � l NEW ROOF CONSTRUCTION 1 I I ONE HOUR RATED CONSTRUCTION.SEE 721 NW 9T1-I Ave, Suite 350 SPECIFICATIONS FOR ASSEMBLY Portland, Oregon 97209 _ DESCRIPTION.NO ROOF PENETRATIONS fr / A ALLOWEDWITHIN MIN.4'-0"FROM FIRET(206) 340 9500 F (206) 340 9519 , -. WALL.SEE CODE ANALYSIS SHEET G2.10 / 1 I FOR LOCATION OF FIRE WALL ALL /\ N 3 R -01 ROOF TYPE TAG CML ENGINEER&LANDSCAPE Cardno / \ 6720 SW Macadam Ave Suite 200, / � �� / 1 � SLOPE ARROW Portland,OR 97219 �� DOWNSPOUT&CONNECTOR STRUCTURAL ENGINEER CO / / \\ \ / !OX 1500Catena Engineers NE Irving St e412 \ I ROOF AND OVERFLOW DRAIN Portland,OR 97232 N C / \ ` T(503)-467-4980 / / \ MECHANICAL ELECTRICAL& A3.12 15 . / �� N4 / PLUMBING ENGINEER / Glumac / / © GENERAL NOTES: 900 SW Fifth Ave., Suite 1600 N D a \ \ / \ VW Portland,OR 97204 NW / (503)-227-5280 \ 1. FOR ROOF TYPES REFER TO SHEET A9.21 T , / / / �� I I 1 FOOD SERVICE CONSULTANT ♦ / / A3.12 Webb Foodservice Design \ 10 3700 SE Lafayette Ct. / \ \ �' 9 Portland,OR 97202 j/ '''' \ / \ A3.11 T(503)-236-$566 // I N5bill"' \ \ / \ \ ACOUSTIC&AV CONSULTANT The Greenbusch Group \ak - \ 1900 W. Nickerson St.,Suite 201 / \ WI Seattle,WA 98119 �, / �i�'•� / / �Rc-o2 / I ; T 206-378-0569 / I / / \ COST CONSULTANT / / p. / \ Construction Focus d\ "--..,,,,/... / 740 Almaden St. 401110. 40404/ NE 11 24 2$-FALL RESTRAINTI 1 Eugene,OR 97402 ANCHORT 541-08['x2031 / / --.. \ 11111111114111%, -. N6 ._ .'"--...., // / / '''---./ <S9j)A4%, / i'------,,,, RG-05I(>=_) NV / C'S LORNE McCONAC �j / A ease l / / / ----.......„, \ / I " ,..../.., ; I •� SEA E,WA A / ---. / \� RC-05 0• :/2118 ei / I / 0 / (-Z / I „.11111 losiNsip / ---„,, ---2'"- -----.....„„ ---.7c ,.., ...... ----,..,,,,,, , --„,,,_ '-cis„,-„,,,i,„ ----,.., \ b \I / / I/ r/ 0 • 01 A2.17 111141 /:\ 4 A3.12 i --, / -. • (05 7313-DECORATIVE / V • / / 'PERFORATED PANEL \ 208'_3 / 0.'NI ',.',..,',,,.. / " CY I \ / I 46., ''''''''Y.-.. / , / ;t/ \ // \,.. \ I / --„,,,, A3.13 \ / C1) -•-. „,_ 077200-ROOF HATCH \ •/JP ` \ / --"---.„,„I 1 '• 1 1 �N 8 / , '..."---F7lA (05 73 13 DECORATIVE / I / I 1 'PERFORATED PANEL 2 / \ \ °" I A4.15 / .6414IIP / W • / 1 ADDENDUM 5/11/18 I • 1 \ --, / I A REVISIONS DATE SCREEN WALL-PAINTED MWP, i • \ . COLD FORMED STEEL STUDS, ` I • / STEEL POST&FRAME,SHEET MILA \ V 0 COPING&FLASHING CLOSURES / \ N / .111141 / A3.11 A3.13 A3.13 / 3 _ _ - 17 / / Ir. ,/ '-'----., © RG01 / \ / I I S1 El C� o N214-2 \ 141° \ ' E2 BOT 211'-6" \, / ` . ''--.,,,,,,,, / f I I A3.15 S. I• \ S2 1 \ • / FA \ /1 � 208 3 1 A4.15aibi / .\ 4 TIGARD TUALATIN SCHOOL DISTRICT GA \ A4.21 Ntair T-2"1 )r 211'-8 112' . / \\ / TIGARD HIGH I 1 \ 211'-0" • �- � , _ 1 ,,... „RC-03� / I SCHOOL ,, • 1 _,,, • I I s - c MODERNIZATIOF' CBS — — — — — 213'6" I — Jj /; — — 1 FA — �- — — ,rru, I • • / / < ill i \ 9000 SW DURHAM RD. / TIGARD, OR. 97224 11/ I ----.„.7,,/ JOB NO: 16992.00 A3.15 IISSUTE: June 19 2018 I I I I / \ (\EsJ9I) / STEPPED PARAPET • Jurisdiction Stamp Area WALL,SEEELEVATIONS • \ ` \--.---,,, / I I - 1 I I I I I I I • • i 1 I I • / 0 •---,_-- I Al* + 1 2 ► ; / A4.21 ; • —)1111*- • — —; — I I 1 I / -.. \-.'" I) ROOF PLAN AREA •4 I < f— N2 u, I • W 0 1 • 1\ U) r I ! I • I I (pc-01) • / I— co • • / ts i N ��X / , / �� /- PROJECT NORTH TRUEcc S6 SS7.1 SS S9.2 (S10) (S11) (S12) �` fVORTH4 W A2 . 18 za ROOF PLAN - AREA N2 �� 0 —4 8 ' 16 ' i► tel 1/8"0 = 1'-0" ...� � gill GENERAL PLAN NOTES C EXISTING bassett! I architects 1_2) 7 i NEW WALL III III III--III III III III III III III ! 1I III IlI-III--III III 11 I- I1 ! SI III I= - - - = I-111 I 111 IIIII III III II If1 -4II II 721 NW 9TH Ave, Suite 3J0I - l1=111 111711-111 Ill 111 1 1 1_l 1-111 I LI I 1_1 1- - I I 1 =iI -II + II-1HI ' 1 I 1 ! I - 1 - I 1 I = L I' ll I = 1 1 � I = ' I ii 1 1 ILI 1 1_-11Portland Oregon 9720911711-111-I I1-111 -1I . =_ I_ I 1=1 -f - l= 1= l _ 1 - 1 111= I- 1--I i-i l I 1 _ 1 - l� I_A i =1 111-1 = II-111=111-1= T (206) 340 9500 F (200) 3409519 1 - 11 I 1 ----•.1111 11 l H11-1 � --_. III-111-111 I ---�_ ' II I I - I - � _ --_-.- ' _ � FIRI=WAL�IAREA 111 1 III 1 l I I 111 l I , 1 I 1 11 11 III 11 1 -- 1E1 IE-1 I �- I- 1 , I l I 1� I 1 I 11 ---=-A_=_11- Hal `- 1 I Ii 1 l SEPARATION 1-1111_111=111-111-111-11=-111-111 111=1- 11 I I-1 I I f 1 i 1--111-=111-111 111-111-111 1 I I I ill 1 - I 1 11-111-111-111-1 HI-ill --1 ' I i 1 - ! 1 l - 1-1 =l 1T {{ 111=11 MATCHLINE 191 - I - I f _I1 I I I Will i t 1 - 1 I-1117 s 1 I 1=111-= " I 1 1 -4 1 =1 I f i I11=111=I CIVIL ENGINEER & LANDSCAPE 1 -- ! I 1 -- f 11 1 i -111 1 11 1 I f i 1 1 . 1 Ill 111-111-111---111- 1 I I . _ I !. _-1 111 1 - 1 =11 _ q=' ! 1 1 1 = Cardno I I--x,11��.t3� I I� I � ! I I I� I I� j � I I ' _ t I a-----i I --�� I �! J_ --�- 1 - ANDS NDER-SLAB DRAINS FOUNDATION 672 SW Macadam Ave Suite 200, 1 I �=ii +ili i�i0.ii j� ii �I I 1 11-7=111=11 I ---- I = Portland,OR 97219 1 � - - - - i�� i�ifs ri.�N�I i�!�i Si � t -.---- I - T(503)-419-2500 -i 1 � • I = I _._._. �I-111 IISII - I - � - 111-H I=1 - =1 11- 1 I 111H ill I III _1 __ I f 14_111 III -111 I H I 1 ---- 1 C I 1 1 ill _III 11 1 1'I Him I l I- 1= 11 1 i 1 -- I= I-- _ 1 _=111-111a II ! _ STRUCTURAL ENGINEER 111 - 1 ! I I I I 11 =1=11=111--111 I H 11-- _1 I W 11 _111-111=111_9 1 1-111=ill 1=11 111-111-111- I = 1 11 I 111-111-111_ = 1-111-111-11-11H11-111-111 11=11 -1 1�1 ! I a I Catena Engineers - I - I I 11 1- I I I - 1 1 1H i 1 I 1 I I ! _ f 11=111-1 .=- I 1 _ II f I I I 1 1500 NE Irving St., Suite 412 1 Ill I l l 1f 1 - -1 - Ht l I l 1 r_=---_11 -111- I Portland,OR 97232 I - I IT(503)-467-4980 = 11= ; 1 ! - 111 I 111 II -11 -III-11, I I 1 i1 1111111-1 = ! 11 11-111-11 - - I I _. II��I11 -� I 1 f I I 1 _111-1H _ I = 1=11I =l 1 1 1- 1 -1 ---II � I1_ -II =ill - _ - 1 1 � I - I ' i _! I -� --- _ S11� --� # _ * _I 1 I 1 I I - - { 11 1 11 1 I I # . t I_ 1_ 1 1 1 1 ill 1 1 1- I 1 1 1 .; __ 1 -f -1 ...E1 Ll-� [: ---- 1 I I 1 _ I = ! - - MECHANICAL ELECTRICAL & -11 r 1 I I11 I I I I =- 1 1 Ill 1 l 1- l 1 T 11 1-111 11 I = i - I 1 - -I I 11 - 1 #- l= 1 I i . ^. ' PL UMNGENGINEER _ �, I 1 �I � I� �ftHl -; . 1 -I 1 I_i ll = 1 I 1 --- II 1 1 111-111-! 1 I 111- 1 I 11� 1 1 111- 11 1-1 i 1-11 l I !flJjLHF1 LECTRICAL _ -I -! L 1 9Glumac 00 SW Fifth Av . ! 1 11 ; I III -11 1 I I I 11 I I 11 ill 11- 1 1 - 1 111-III--111-111_111 ---11 = 11 --I 1 11 1 - - 1 1 I1-11117111_i- I 111-111: '" ! 1 , Portland, e, Supe 1600 I liI � - II „ W001 A M�+CH NE ROCS 1 .f ' '_1�I .T=1I Ii- 0 5zao� X111 =1 1 I 11 1 1 =1 _ 1 _ 1 I -11 I I 11-1 I 1 I _ 1 1 1=I I 1 . 1 . 1 1 i_ 1 I 1 1=_1 1 11 1 - 1 1 ? -111=11 1 1 III 11 1 111-111 ;I I =1 11= 11_ , _ 1= � 1 -1 ! 1 I 1 =111 1 1= , 1- ' ! _ I Wo01 B . . 1 1 11J..: �••�,.••• FOOD SERVICE CONSULTANT 1I; I , I ; 11 1 --I 11 , I --. i I1 I I1 I I I -I1- 111 X111 I I ! ! -- 1 I I 111I '1 I I I l -- a m •� •' Webb Foodservice Design =HRH I I I- I- 1 I - I - I 111 11 1 - 1 H 1 11 1 - _ _ i ' otii i , 1 -I11N-111- 1_ 3700 SE Lafayefte cl _ _ _ ! 1 I 1 ill ! _ I 11 - 11 II - I-111- 1-- 1 1 -oo_ 1 - 1 1 1 I I =1 -1 1 - I - 1 I 1 , l 1 I 11 1 1 f 11 I 1 ! - 11 1=1 1�-1 ! 1 1 1 I + ! Ill_ 1 1 I1A � I -I I Imo-111-_111E T(503}-236-8566 -' 1 - 1 11 I-111-----1 I I I 111=1 1 I I ! 1 -_--_, , 1 1 1-i I -III M 1 11-111---.-I 1 l 1 1 I 11 -1111- 1 I ! ----I ' - - . - = 1= -111711-111-111-11H _ _ _ 111-1111 ---I I 11 I-� 1 I 1-11 I �1 .�- -� L . - FC-01 A7.02 1B - --1 I11 I--I1- ACOUSTIC &AV CONSULTANT 1 I I 1 ----- 11- _ -1 I i 1 1-1 1 I-1 1 i -1 -1 l l 11 1 11 � 11 _ I I l I I - - I I- i=_ The Greenbuscb Group 311=1 1 11 11 1 r _ 1900 W. Nickerson St.,Suite 201 1 1,1� - 1 I 1 1 - --I I I 111-- - l I-- I - Ii I - 1I I 11 N iC I - 11 11 1 I- Seattle,WA 98119 3 - rJLJH . L . I! Ii11 1I I Iti - l-1 = _ ` 1_; I = = - - - -42-r-- - ---- --_ _ _, , _ = 11 fi 1�_III I I 1�rt l 11 1-in i t I� � I , fi -111 rt I I i 11 11It i I I fi -I 1 I111- i I I 1-w-71- - fi I�S I I II � F------ tri-H-Illmt-. 11=111-111=-1 T206-378-0569 II I l-1 111 11-----1!1 1 1 1 -11= 11= 1 1 I�- I . 1= l _ I 1 fri -= I -11 I-- 1=! 1 1 I ! I 11=11l 1 1 1 ! 111= 11= 11-1H 1 l Il l 1 1=1� =1-- I 1 I ! l 1 ! l -! 1 1 _- 1 1 -1 1 l 11 1= I l Ill 1---1 I I = COST CONSULTANT Focus - - 1 I I 1 = 1 - -11=11=� I OFFICE OF ICE I .-1 1=1 l -�I -1 Construction Focus - ; H 1 X1 1 I I I I --1 I 11 =1 11- 1 11 , 1 I 1 -III=1'11= 1 -11 1= 1 1 1_ 11-111-111 1 -I I 11 1II 1- _Il l I 1 W003-1 W003 W002 1 --1 I 1 1-- 1= -I l = 740 Almaden St. 11 Eugene,OR 97402 i I 1 1 --111-111-111 I 1 � __ , ---1 11 -i -----� 1+-111_ 1 ! 111-111-11 -11I l -�-- l - 1 1 -1 1 11 1 1 I 1 l 1 I = 1 1 1 1 l i1--- 1 1l 11 -Il -� J- itP[llJ -lLJ- LH' ft--UT . I STORAGE EMIL] 1 =! 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I _ 1A • _I - 1 • •71 1 i 1 k 1�I I I 1 -I 1 11� 11=11- WOr5-z I N H7 .i:j 1-111-111- 1 I -111- 1_111=111_11 - 1 • _a_ N1 / A7:B1B - _ - - 1c - - - - - - - _ _ - - I � 1 1,1 I 1-I ; , , 1 I -= I ' I 7 1 � , . -A11111111111=111_111=111_1 -I ; = I 1 2 ! 1 I LsE1 riP r - I Ast.25 OO 1 1 - -- =1 11 1 1-- I --- - �I -� W0 5-3I I I1UE2 11 1 l (--1 I 11 1 7 �I I I 1 I 1 I S2 L 1111-111-111=111-111 -I ==-1 i = 1 I i' � 1 1 = 111 I _ - 1-_ I SG - Afl X11 111 ---W- 1 -1 I - - - - - - - - - - -- - - -ii_ - - - _ - - - 1-A11-=11i 1 ; III 1 1 1 =1 1 1 i 11 I •1 Ai 1 I I I I TIGARD TUALATIN SCHOOL DISTRICT I -1 I -111--111-111-111- ! 1 1- A6.24 _ n11=1 1 I=I=1 I I I I I- _1 _ --1 I TEAM LOCKER TEA LOCKER TEAM LOCKER • TIGARD HIGH = I i _ # ' :- _. 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Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers I... _ _ _,. 1500 NE Irvin St. Suite 412 A2. w,. ., .. _. .:, � ._.. .. . ,., . . .... �,. . .,,E-, +rte �..: _ a, r i N 'Ic, ..:f� ,.a'. alA, ...:*'� .. ,t...--.,.Sfr ,.-:.. -.-. .., u ......... .:. .. _.. ,..... a .n" }y" :'1; +�,.. . r_ :�-. - ., - .... i I �`��.4 . . � _ � . _�,, . ,: .. _ . _ _• _ . _ .T�. �.. .��; .. ,, �_ . .. I Portland OR 97232 •.....••iii••••••••••i•ii•iiiiiiiiii•iiii•.••0i•i0•••••••i•i•i•••••••iii••••i••••••••ii••ii••••i•••i•i••• 000000011000000000000000001,10000010000000n 00000000 T(503)-467-4980 ii $FFII ELECTRICAL MACHINE ROOM x¢21 MECHANICAL ELECTRICAL & W001A W001 B I PLUMBING ENGINEER 1 1 • Glumac 9'-9 7(8" 7'-6 114" 7'-4" 1-9" 0 900 SW Fifth Ave., Suite 1600 ir CLR HOISTWAY DIM VF4 1 Portland, OR 97204 0 T(503)-227-5280 -. I SSA i= I1 . _... ,;r _ 4»- --- .1 — — — — -- FOOD SERVICE CONSULTANT — L Webb Foodservice Design . , H 70,r — _ _; l - - I i,; 1— Pont and OR 97202t . _, Y �' 4 i�i, T(503)-236-8566 IL } _ 7 _ _ IA2.13D 1 ACOUSTIC &AV CONSULTANT N ,1 II+ troe4. i•i•••ii•i••••i•iii••• 1t The Greenbusch Group N I -.- . -- � 1900 W. Nickerson St.,Suite 201 1 1 - ._II 1 / 8.1 Seattle,WA 98119 J30 J30 i. - T 206-378-0569 7" D61 4 I jJ30 ' 1 I COST CONSULTANT 5" 3'-8" 5'-6" V 3'-9" 2'-10"I. 5'-6" e. J30 Construction Focus 1 \/ - 740 Almaden St. - __i_ -- � � � `ice Eugene,OR 97402 i — p 8" T 541-686-2031 OFFICE / OFFICE '� II _, I c'' aD .F.L 1 W003 M W002A 1 ,r' '- ST �7 LORNE i1icCONAC Tel • .ease 1 Fiq=b fi VIII — ASEA STORAGE E,WA 1 w003A - oo f CORR 1 W000A 0 /2 18 • - 5-1C"� 11' 4" 8., no , - r— o N °� SC N — ap 44!) 1 I . ‘ e Jir " — A 4, , ___ Iv ., 1 . • 73) 4'-2 518" G8 , 7 1 , 'IR' 4 f '1'1- ".= •C T PE TEACHERS, . .. rr 1 WOO4A iiill TOILET' 1—.0,,4c, ,, - � a a _ _ _ _ 'It!' ' 1'HI—H i---ii—i, I , u , • r I 1 --/ ,-- , LOCKERS . WOO4B 01 r---u �; -- — I u dI - 1 1 ! , , ,'I- I 4,100 - em 1 r�f, f k v } 4" `, 7 I 1 1 1 1 1 a _C I 0--� — -- - — — — i — 1 — — — — —� - — — — E S _ � I I I 3. 11 I 1 I I 1 1 ► O A60 1 1 1 1 I I .. ---._ �__ 1 1 1 1 1 / I - I'. I 1f � f I H _ I ��.i I t 1_ _ I 1___ I_ / Lt.' I- - I 1 i I 9' I L - - L .L.. _ i GIRLS LOCKERS j — 1 ;- AUX GYM I � �� — - , ° ,' N ' I YY)O4 I W005 E i N 1 it I II r I n JI o 0 I I / '* REVISIONS DATE , ,,,,___ , r — 17- H 7 I — � I I ' L � - N 1 SF 0 I E c _ — I 1_ _ 7,..yI =— — • wOooA - I N • N1 ,h . __ , 7 , II. _, El i + _ , i I Iul. _,, E2 4 � i 1 S2 0 I N N € I r' II I r I -, N 1—,/- -I I- 1 — 1 j T N _ ni I � 1f t � I I v• � t 1 ,_ _ _J rli E _ A60 L -1n � — 1n11::i: _ I I TIGARD TUALATIN SCHOOL DISTRICT ° NUN 1 I 1'1 11 I I I . TI GARD H I G H I - 17 --\- - _ _, ,, , _ µ M � ' / 1 ! i / i 1 = .3._i_ Et, - SCHOOL 1 Q I 90'-9" / Q \ . I , •' , TEAM LOCKER TEAM LOCKER TEAM LOCKER MODERNIZATIOls 1 ,, u E ` 1 u 1 I u I f, WOO4H 1 W004J 1 1 WOO4G I II I �2h 4 ... ...., , . ,, i 9000 SW DURHAM RD. ,.., i 44110 ' fel' R 97224 = a -I _ �.I TIGARD,O t-1 ; NL 1' II JOB N0: 16992.00 0 1.c -UNIFORM ... �+' 0 12'-8112" 15'-2" ISSUE DATE: June 19, 2018 11 j I " STORAGE RAGI (...\ :' o 14h. , 9 .7 , ` — - ;� N Jurisdiction Stamp Area '� W006 o a I V 9'-11" V j J30 �1 .I 1 WSJ - - 6 _ frimutipusuip.mitommiraminnwizo _ Q _� � —-� tile••••••••••5•••••••••••••1011 _ • 1'-6 518" • J30 I I A2-24D /if 40tp . • it i 32'-3" 12'-8" •• 10'-4" 5'-4" 28'-4" J30 28'-4" 28'x" 2'-3" 8'-5" 19'-1" 5-2" I 17'-1" 1'-6112" elf ite • w r dr te r_,_ •,- ;_ DIMENSION FLOOR S1� 52} S3 S3.2 S4 S5 ! S6 SS?. 1 �S8} S9 ; S9.2 S101 F— PLAN LOWER Co u? FLOOR PLAN LOWER LEVEL DIMENSION - AREA S1 u) LEVEL - AREA S1 In o CI 1/8" = 11-011 I-- PROJECT NTRUE 0 4 ' 8 ` 16 ,co NORTH NORTH �� CO Mr ti w A2 .23D 0_ GENERAL PLAN NOTES EXISTING, , . : . : . , bassett! I 1 NEW WALL architects EXISTING WALL =mom 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 v - - , FIRE WALL 1 AREA T (206) 340 9500 F (206) 340 9519 SEPARATION MATCHLINE S I 1 A3.21 I I 1 1 I 1 I REFER SHEET G1.11 FOR FOUNDATION CIVIL ENGINEER & LANDSCAPE AND UNDER-S AB DRAINS Cardno 6720 SW Macadam Ave Suite 200, Portland, I I I I I 1 I I I 3 I I T(503)-419-2 50019 (ek6.1: - - - I A6.11 1 STRUCTURAL ENGINEER II V I-1111 ! III III-III I I III I ! l 1 l i Iii I I - - - -- - - - - ` - - - - I! - - - - - - - - - - - - - - - - - - - - - - - - 4 - 1C •7' - - - - ' - - • - • ' •'"` • �� Catena Engineers SJ - ! I I �+1 ! I I I I I I ISI I _ .. ~- - - - - - # - - - - l� ��1►� 1500 NE Irving St., Suite 412 ri . , •��0�0��0�4�0��19��00rrrr r r� ► 1 = - 1 ' f •440• •IIID• 2 - a �__-- . , 1 Portland, OR 97232 ` 1 I FC-01 O O `0 © 0 llki I# iI L- = I I II'� IHOWE• I 1 N • 4> MECHANICAL ELECTRICAL & - - L-1 I I - - - -1 1 1 1_ ! �. . W014 r, - - I ` _ ° TEAM LOCKER I I SHWR T -TS �' ci 1 r. 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Construction Focus I ED I 1 ( ' I ST04-01 I A5.31 1 740 Almaden St. \ TYP Eugene, OR 97402 I I I W007-1 ® 22 \ I WD07-2 'I 4C I I I I I 1 T 541-686-2031 FD A9.51 FD I V 1 IF _ * il . alt_ __ ,_o _i ,.......,_, ____ i -, 1-1_ "-• 1 - 0 'Psi 1 i -FA- z Fs - _ 4 I) I 1 I I WO -� I- � I -" I I I � OFFICE I � �., ' `r TYP CORR I I DEWC CERAMICS (LORNE�rccol`;Ac 3 A7.06 3B ® I W000C $QQ) 002A A9.511 D A7.07 1 B SDO2 -� I east 9117-3 I 1 - 1' I I 3C md, FEC-2 ,[(2)-Y1 I I I I 70" I I I II ( ' S RAO* ASEA1 E,WA I LCD 1A OO2BI --?*5_29: 118 +� 0 44 W009-1 W008-1 ELEC. 1 a A7.D9 1 B DIV 22-SINK, INSULATE 5A A3.14 0 /2 18 _ o EXPOSED PIPES 1 lr tP 6x4 - I o I I I I - S002B-1 S001 = 11 5D A7.09 5B� TRAINING 4 a A7.07 •B 22 P 5A TB I to I 1C _ �J J 11''011 A9.5� N 4C 22 TYP ‘,./!1/4._9.5:1,y 5� A7.07 5B SIM cu �` N 5C OI -_-- I MEETING ONS - I opP5B A7.D7 �- � V__. � � � � r RS002-' I �1 I A9.51/ BOILER ROOMI* I _ - - - I - - - - N 5C 7 W010 7D" 5C I�cD1 CORR c 1 2A _== . 2. 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E1p \7 _; Catena Engineers A3D 1 I 1 1 ,' I 1500 NE Irving St., Suite 412 .� 6' I Portland, OR 97232 �� FDI WOMEN \ ao I T(503)-467-4980 TEAM LOCKER \ ii A3o \ 1 ., J30 �~I M WO13 __ 11111 - _ W007H — ,_ MECHANICAL ELECTRICAL & • A3o ISI , - — — V PLUMBING ENGINEER - I I I I tl N l Glumac -11 I 1 BOYS LOCKERS I u 1 1 1 1 1 I 900 SW Fifth Ave., Suite 1600 0I Portland, OR 97204 W007 FD PE TEACHERS 1 I I I I I I I N T(503)-227-5280 a' A30 ,' I WOO7A I I 65'5 1/2" 12L4" ; FOOD SERVICE CONSULTANT TEAM LOCKER r� r �' Webb Foodservice Design IIIII1I111 I I 'I g . WOO7J kt • 16 1 1 1 N 1 I I I I ' 6'-4" 6" 9'-2" 11'-4" / T-0" 9" 9'-2" 9" T-0" 6'-11" 7 1'-1" • 3700 SE Lafayette Ct. 1�o Portland, OR 97202 N 1 1 1 1 1 1 1 1 it 1 CC6 _Tr_ _I T(503)-236-8566 FD 4IL 6.4. I m I I IIIIINNIII = <S>--- = �� — ff� �� — _ _ k ?� ACOUSTIC & AV CONSULTANT 1 L SM - -- - -- u� � - i' . r , I r-- sR —� '� — —� I - �''1 The Greenbusch Group 1-D' OFFICE I I 1900 W. Nickerson St., Suite 201 CORR J30 A30 S002A Seattle, WA 98119 WO= T 206-378-0569 Eo Mf . J 1 . 1 1 u , u , u , „ ' I tj 8'-0" 11-11 /t.. 14'-5 1/2" 10-3 - -- 20'-10" j----N(1-2"\ V 4-1D 5'-2" 5'-2" 3'-8"` 5-0 1 ,1 COST CONSULTANT 1 CERAMICS Construction Focus----v , 11 1 TRAGE _ 740 Almaden St. d i� I I i S002 I '� - 02B II Eugene, OR 97402 '1\I'L 11 I -1 o i T 541-686-2031 Ln o 4- 41,o i I ; c.,, c`,) N M r.o 2 '7' 441) I j 1 eL____, It : i B30 Pso r = MEETING ROOM ELEC. �� I I_. i \ I TRAINING W012 l BOILER ROOM i__1S001 Si.)<S9D1141% o`"' IIII 1 W011 W010 EQ y EQ — —.._ • LQR'�I;!ItcCU\'AC 114 CI sv____ — o - � U — III A30 r� A._11 i �I I 1 I �,.,, i „I — —._... 4 a I 'ease 9l ---'.7 t - IL- 1 3-11" 7'-11" 15'-2 5 11 31'-1" 1'-2" 11'-6" 7'-7" "' A. 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Ili I _ I I I I I 1 JOB No: 16962.00 i �_ i ISSUE DATE: June 19, 2018 iil 1 • I I Jurisdiction Stamp Area 0 \ I I I I I I 32.-3" 12'-8" 10'-4" r 5'-4" 56-8" M60 28'-4" I, 1 101-8" I 191-1" 5'-2" 17'-1" I 15'-7" 32'-8" I 13'-7" • I 14 I S1 . [ i/ 2 ) S3 ) S3.2 :, S4 (S5 ' S6 S7 S7.1ss s9 s9.2 (s1o) (s1 ' ) (s12 ( t DIMENSION FLOOR 2 �---= o , S__ S 141 Q \-_____->c____/ i— PLAN LOWER cp 0 w ai Ln co LEVEL - AREA S2 c r 00 FLOOR PLAN LOWER LEVEL DIMENSION - AREA S2 i.--0- 1) lis" = 1'-0" — - — — - — w A2 .24D a_ GENERAL PLAN NOTES 6 MP [ . EXISTING Wbassett! 1 I INEW WALL architects 1 6 )I I'- . A4 15 - 1 BO''S w� EXISTING WALL 721 NW 9TH Ave, 0Suite 350 0 e i I 4 ! I W103 I Portland, Oregon 97209 0 n . FIRE WALL I AREA T (206) 340 9500 F (206) 340 9519 CORR I ' - - ^ CORR F° - - SEPARATION R - a W101 A I I e - I a !_._._ ._..._.-.... - n 0 e I , -I ., -_I I W101 C W10�1 O 2 MATCHLINE � • • - _ - I �- REFER HEFT 1.11 F CIVIL ENGINEER & LANDSCAPE CF I � p I__ I I' _._� 7J04 I j � © V� DER-SLAB DRAINS Cardno 872 SW Macadam Ave Suite 200, W1 1I o i I ; ii - �, C,2 Portland,OR 97219 1 I I ,i %,telt - - INF T(503)-419-2500 0 r I i 1 T GIRLS FD I STRUCTURAL ENGINEER o i 15 14 ; - �..._- a '! -- ; '. � 1 W104 I I 1 I I 1 i Catena Engineers A5.31 A5.31 I I 1 1500 NE Irving St-, Suite 412 � ., �- - n ,,n ,,n In � A2.13 � W101-3 - � � s � ff 771 ----- -_. Portland,OR 97232 �` I T(503)-467-4980 iilii • •p •• 0000••••• ••••••••0• 0000•••• cows••••••• • D••••0• 000000 ••• ••• 0000 000000000 • • 0000000000000000.01 -�!ap! ! '!m!�!Z!u� !-a! ___ __ MECHANICAL ELECTRICAL & ` , `. 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UPPER LEVEL DIMENSION - AREA SiS1 N 1 118" = 1'-0" 5.., 4 55 5b 55 (L) 1/8" = 1'-0° - i Ct LLJ A2 . 25D 1 GENERAL PLAN NOTES* 13 - i _ _II I f , ' � � i :EXISTING �, 01, 011bassetti/i W2 3-1 STAIR 10 STOR. architects CORR I I _ , I NEW WALL W101 E - DN F F°_ ! • 1 ;T12 1 1 1N2920 - I - _ ,1 I 1 - - Q r �� I 1 EXISTING WALL 11 - foil I , 721 NW 9TH Ave, Suite 350 S. - - . - - - - - ='* - - - - - .�.„ , - _ ..` _. A2 Portland, Oregon 97209 loose � irm.............pm....swwwwwwwwpmarm......fropm•✓••��e. , i•••o••• `• •••• • •iii ii�•ii•ii •ii• _ _ .. �•�--��+•• T 2x6 34a 950o F Za$ 340 1 ® FIRE WALL 1 AREA ( { 9519 �i I STORAGE I I I SEPARATION (17 1 S208A I I, I I i ' r 4 I I I 1 ' 1 IST 12-2 As.2 WP I u I W204 . - - . I A6.11 �- I I ` M�� MATCHLINE CIVIL ENGINEER & LANDSCAPE �i �lIA1 rip I m ,,,,,, _ ,:„ogillin • REFER SHEET G1.11 FOR FOUNDATION Cardno • r AI • . I AND UNDER-SLAB DRAINS 6720 SW Macadam Ave Suite 200, 1 A2.2 co Portland, OR 97219 •• I ••.i•i•••••••i••••i•• •••••••••••ii• • I N r I I r 19 f f U I I I I I T(503)-419-2500 .Li _roma 208A11- _ STRUCTURAL ENGINEER A3.14 WRESTLING S208-1 - Catena Engineers 16 , , S208 WO'' 1500 NE Irving St, Suite 412 3A 2A WP I W205 I I 1 3 I I Portland, OR 97232 - - - - Ell 13 - - - - -f - - I - - • - (('4 I_ �._.. '� 1` 4.19 T(503}4674980 SL - - - I I © 14 A3.14 TarMECHANICAL ELECTRICAL & 31 A7.25 33 2• 28 - 1 _ - . - . _..., . .� - -.- - � - - et • FEC-1 i I I 2 PLUMBING ENGINEER 3C S208-2 IDF I F.F. =201'- " STAIR 05 I A6.24 I ® I I Glumac S2a8-2 2C 1 900 SW Fifth Ave.,OR 97204 Suite 1600 �_ I S210 5210-1 t STa4-2 I 1 1H - -- A4.20 I T(503)-227-5280 -- H4.1 f 3A -1 I I I `,>I - I I wP I . I I I I I FOOD SERVICE CONSULTANT WP I 1 39 A7.28 3B I I Webb Foodservice Design I A7.28 'B 3700 SE Lafayette Ct. 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I 1A IA OPP 6x4 SIM 18x4 SIM 16 '- A MB OPP MB OPP M o a II I CLASSROOM I CLASSROOM COMPUTER I ©> A5 661 I Ili - SCIENCE I A3.1411 , 1 -___,Q./ S205 S204 I S203 I � � r4 I A4.17 I1 [I I I I I I I ' SPJ - - - - - - - I - _ _ - - ,- - - - - - �� - - - - - - I I _,., ÷ __1 ._._.,__.,... i .. , �I� 3 I I I I I 1 - I I I A3.14 1 I 1 AkMiir I I ` I I I I I I I I I I I - I I cZ I I I I I I I I I I I / \ REVISIONS DATE _ 4 A3.14 A3.14 Al �l � , N LI I I I� I I I A4.23 1 A4.17 I N� N � 2--------J 1S-& � ____J_ - I L i.- \ -� 1 E1 1 I , E2 1 I I I I I A3.14 1 I I I I I IU4 1 I 1 I I TIGARD TUALATIN SCHOOL DISTRICT I 1 I I I I I I I I I I I I I TIGARD HIGH f I I I SCHOOL I 1 I MODERNIZATIO I I I I I I I I I , I 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 1 I I 1 I I 1 I 1 I 1 1 ISSUE DATE: June 19,2018 I I I I Jurisdiction Stamp Area I ' I I '__J `-' LI I I I I I I I I I I I I I I I I I I I I I I I I I I 1 0 S2 * �� - -4s14) FLOOR PLAN S2 S3 S3.2 S4 S5 S6 SS7. 1 S8 S9 S9.2 (S 107 (S 11) (S 12) (S 1 �-x _2 I- UPPER LEVEL - CO CD u) AREAS2 vt Ni I- PROJECT NORTH TRUE --- o 0 4 ' 8 ' 16 ' NORTH 4 2 oo_ f4\ CC A2 .26 W 0 FLOOR PLAN UPPER LEVEL - AREA S2 11$" = 11-0" f E ., bassett/ I k , 1 architects I ! i 1 1I I I721 NW 9TH Ave, Suite 350 I Portland, Oregon 97209 i T 6 1 _' MIIIh]J i I I T (206) 340 9500 F (206) 340 9519 SJ i, -- - 1 -+ - - _ = 25D I Z I I I 00000000 6" 000041; •g.....1.... •04.0�000�` 1144 •4 ��I 1 ! I: STORAGE _� . 7 I CIVIL ENGINEER & LANDSCAPE �' I S208A I / 1 i Cardno 1 5 — —A 6720 SW Macadam Ave Suite 200, —� •_ 1•; -\ 1 Portland. 0R 97219 I 'if rjat 1 ! \ _— \ 1 T(503)-419-2500 ....mr _ �I l_ (4 ` , n u 1 o a TURAL ENGINEER •0'•••• •••••••••••••••••••••••••••4•+•04L••• ! I �'-� �U , , r STRUC Catena Engineers ' / 1 1500 NE Irving St, Suite 412 `' ,. �1 � �....,, ,L„,.u,11,YiIml. Portland, OR 97232 ! WRESTLING i �r r� �, — - T(503)-467-4980 I -------- ! -'! I I 5208 l �— ! I I i MECHANICAL ELECTRICAL & 19 _ { I ‘r, •�� PLUMBING ENGINEER -1- c --- S L IL v J30 — — — `.' 11 ,-a , �.,_�,.. _ Glumac f FES ! 900 SW Fifth Ave., Suite 1800 (ill 0 Portland, 0R 97204 Q I \ I 1 T(503)-227-5280 UF,4-7 , \ —NV °° I ! I 1 - FOOD SERVICE CONSULTANT �� ! I I . - _ IDFco W nb LafayettedFoodservice Design I I I I I I I Portland, OR 97202 I 8'-111, 19,_ 8'-10” 8'-1011 91-2„ 1 5210 1 7 ✓ f T(503)-236-8566 I 6'-5114" ! 1 �-=•1 ACOUSTIC & AV CONSULTANT 4—e'lmA I i ! $,I I / A /AI 1: :1 Ii iilii,ilinniYll ,i,Wlll • The Greenhusch Group { tiYl 1 �- — ALL �_,.._..,,,....... __ - — —=—=u + _....._._, _ . _ _ 1900 W. Nickerson St., Suite 201 ti ISM � °-tT� _ kri - - X �, _ ' i ! 1 �! + Seattle,WA 98119 $" J, �` J\ �� ,� I J, I T 206-37$-0569 - q J30 `� ! �l�r i D41 4 i -•-'! 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I I I 1 i At REVISIONS DATE II I 1!f I i /'''''') N _1j ` S1 E1 r E2 SQ E- I - l - — - i I , ! 1 l I , ! i ! _ ! TIGARD TUALATIN SCHOOL DISTRICT , 1 I i TIGARD HIGH i ! ! I I . 11 SCHOOL , 1 . MODERNIZATION I - I 9000 SW DURHAM RD. i TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 I I i I Jurisdiction Stamp Area l ! l ! i I • 32'-3" 12'-8" 10'-4" 5'-4" 561-811 28'-4" 2'-3" 8'-5" 19'-1" 5'-2" 171-1" 15-7" 32'-8" 13'-7" ir. dr --dr dr dr dr dr ir 1 1 s4 s� r� � DIMENSION FLOOR Q S1 S2 S3 S3.2 S7� S7.1 S8 S9 S9.2 {S10) (811) (812) (81(814) F-- PLAN UPPER cn LEVEL - AREA S2 to a - �s6 F— co 0 E, UPPER LEVEL DIMENSIONAREA S2 N (i) 1/8" = t-0" ct co W A2 . 26D 0_ ROOF PLAN LEGEND: EXISTING TO REMAIN bassett! architects NEW ROOF CONSTRUCTION ONE HOUR RATED CONSTRUCTION. SEE /0;/,,j SPECIFICATIONS FOR ASSEMBLY 721 NW 9TH Ave, Suite 350 DESCRIPTION. NO ROOF PENETRATIONS Portland, Oregon 97209 C1 C2 C3\ ALLOWED WITHIN MIN.4'-0"FROM FIRE T(206) 340 9500 F (206) 340 9519 WALL. SEE CODE ANALYSIS SHEET G2.10 FOR LOCATION OF FIRE WALL. A3.15 RC-01 ROOF TYPE TAG 10 I I CIVIL ENGINEER& LANDSCAPE I i I I ! I I Cardno ) SLOPE ARROW 6720 SW Macadam Ave Suite 200, 236'-10" I / 11a"r1z- Portland, OR 97219 E T(503)-419-2500 . Y I _ 213'-6" 211'-3„ -, . . I 00 I 1 I riii ,_ r I FA 111 DOWNSPOUT&CONNECTOR } - I I �` BOX STRUCTURAL ENGINEER 1 A2.17 FA . FA Catena Engineers •• •••••••••••••••••••••••••• v •••••••• •••• ••••••••••••••••••••••• •••••••• ••••••••••••••••••••••••••••• " 1500 NE Irving St. - - - ••••••••••• � � ;a ROOF AND OVERFLOW DRAIN � , Suite 412 Portland, OR 97232 I �� e I , I !i /' I • A T(503)-467-4980 228'-0" TOP 217.-5 1/2" I I / I : r I MECHANICAL ELECTRICAL& PLUMBING ENGINEER HOT 219-10 208'-3" 4k42.1 8 GENERAL NOTES:0 Nee Glumac CRIC 1900 SW Fifth Ave., Suite 1600 \� I I I I I FA . IF I - KET, 112"112" Portland,OR 97204 SA - - - _ - _ �_ - ❑ - - - I\ SLOPE,TYP. - 1. FORROOF TYPES REFER TO SHEET A9.21 T(503)-227-5280 /°\ �C-o_ 1 1 Q I E <RC-01 F-141iz: FOODSERVICE CONSULTANT A3.13 12 �, -! Webb Foodservice Design 1 (RC-0?) 3700 SE Lafayette Ct. I I N I I I I �_ I Portland, OR 97202 11 a I A2.17 I T(503)-236-8566 © -- ••••••• ••••••••••••• ••• •t:2.••••••••L•••••••••••••••••••••••••• A3.22 __..r ri -- N v .../ ACOUSTIC& I I 1 - 7 1 I The GreenbuschAV Group 7‘17) t 1900 W. Nickerson St.,Suite 201 A3.16 3 STAIR ACCESS 07 62 00-GUTTER SeattT le, 8- 9119 SCREEN WALL-PAINTED MVP,COLD I FORMED STEEL STUDS, STEEL POST :10 \\5/ I &FRAME, SHEET MTL COPING& I I 1 1 I I COST CONSULTANT - FA - - - FLASHING CLOSURES \.___-,1C Construction Focus SB740 AI maden St. 24'�114" Eugene, OR 97402 �, T 541-686-2031 1/4"/IT I I vi 12" I I 16 I ORM > A3.16 111 13 �� A3.16 12 LoRNE NicCONAC 7,..3 WALL, RAISED FROM MECHANICAL SCREEN I I R ] eose 9t ROOF, REFER TO ELEVATIONS 18 A3.14 • I I (RC-01) �. ASEA E,WA cs II 1 1 I k Ilir I O /218 A4.16 i 1 A4.25 FA I ISIn I n I I I- I 17 I 7 S--- 4' ". , CRICKET, 1/2"112" SLOPE, TYP. @C.:,_ Mil SRIpPKET2"112" A3.11 i I 1 I I I I I I 1 o FA FA+ MECHANICAL UNIT, SEE 217'-5 112" - MECHANICAL DWGS. TYP. I (12'x5)TRANSLUCENT ' SKYLIGHT PANELS,TYP I i � I I I I I A3.16 11 SE H - / € J I I I I I I I\ D I 1 I 11-2"112" 2 A4.16I I I I I I I I I I ''"9- 1 e. 1 I I I i 1s A3.14 i I I I 1 ADDENDUM 5/11/18 N I CI41 I I I I A3.16 FA I A REVISIONS NDATE * - ------=-13-- tli 41,4 gh - _ 1 - - - - - ........ - _ L ___ __ I N N 1 'I I I I I I I (tZ I I I I C1 -0 A4.19 E 1a11z" < E2 , I I I I f , RC-03 2 S2 A4.25 ZN 1 I I I I ii.I I I 215'-3" TIGARD TUALATIN SCHOOL DISTRICT I I I TIGARD HIGH SG - - - I - - - _ _ I - 1 - - - - - i - - I 1 - - I - I H I FA SCHOOL 11.2"112" I I II I I I I\/1ODERNIZ4TIO 3 A4.16 \ I I I IRC_01 I 9000 SW DURHAM RD. SH T - - - - - FA--� _ I - TIGARD, OR.97224 \ / I U JOB NO: 16992.00 07 72 00-ROOF HATCH \ ISSUE DATE: June 19,2018 114.11r fiiiI I I ' I 1 Jurisdiction Stamp Area A4.16 218'-8" .01/Z I / Y I FA SJ - - - - - - - - - w - - M�••• •••••••••l••••••• 00•00•0••0•000•1•00••••0•00••0 •••••••••••••••••• ••••••••••••• • ••• •• ••••••••••••••• 00001L011111.01,01.0-01141 -/0/100000000, I I I I 4'-0" I 1 Ir- 1I I J I 114'112• A2.28 (RC-05) 114"!12" 1011T1/2"/IT I I I O j 1,4] •••••+••••••••••••••••••••••••••••••111111, 1 I A2.28 1 A3.16 I \ ROOF PLAN - AREA 1 I a I I II I A3.14 i I- S1 p 16 - W S4 \( ' / 5 / . r 11111111 i r A3.13 , co S 1\ S3 S3.2 GS7. 1 S8 S9 S9.2 (S10) (S11)11 ~ CV PROJECT NORTH TRUE ct A2 .27LO ROOF PLAN - AREA S1 Sfi 0 4 ' 8 ' 16 ' �R� 7 1 W _\ . 118" - 1' 0" 411110 ROOF PLAN LEGEND: EXISTING TO REMAIN bassett! 6 architects A3.21 NEW ROOF CONSTRUCTION / ONE HOUR RATED CONSTRUCTION. SEE /\ ////� DESCRIPTION. NO ROOF PENETRATIONS 4� SPECIFICATIONS FOR ASSEMBLY 721 NW 9TH Ave, Suite350 A3.13 I I I I I I I I ALLOWED WITHIN MIN.4'-0"FROM FIRE Portland, Oregon 972009 WALL. SEE CODE ANALYSIS SHEET G2.10 T (206) 340 9500 F (206) 340 9519 3 15 I FOR LOCATION OF FIRE WALL. A4.161 ::E::: I I � 1) RC 0( I IIFFA - - 620 W Macadam Ave Suite 200, __)SHrdno l1CD UPortland,OR 97219 07 72 00-ROOF HATCH v4°1,z° 4 T(503) 19 2500 1-1 DOWNSPOUT&CONNECTOR I I I I I I BOX STRUCTURAL ENGINEER A4.16 218'-8". - I - - - FA J P1500Catena Engineers NE Erving StSuite 412 SJR - - - - - - - - T ROOF AND OVERFLOW DRAIN ) sumo •••••••••4••••••• • ••••••••••••••.,•••••••••••••• •••••••••••••••••• ••••••••••••• •i••• •• I•••••••••••• •• ;••••••••-•-•-•-•-•-•-tieeimome••4422Lin T(50nd, 7-49802I I ! 4,_0., I��y T(503)�67�980„4•r,r MECHANICAL ELECTRICAL & (RC-0.) va°r,z, PLUMBING ENGINEER 112 /12 , „Z. ) GENERAL'NOTES: Glumac I I I > I I I PoOrt and SW FOR 97204 ifth Ave., Suite 1600 14 - PI 1. FOR ROOF TYPES REFER TO SHEET A9.21 T(503)-227-5280 I A227 I ••• •••••••••••••••••••••••••••••••� CRC-01) { i /A3.16 15 FOOD SERVICE CONSULTANT ��y� • Webb Foodservice Design `4i7 I ! I I \\ Nj I A3.14 I 3700 SE Lafayette Ct. /� / = Portland, OR 97202 / 6 I I �y 3 /\ T(503)-236-8�£ cI A3.13 13> I A4.19 - I 1 - I - - I - I - RC-02 - I - <1. A3.14 ThACe GreenbUSTIC &ch Group AV ULTANT 13 I 1900 W. Nickerson St., Suite 201 Seattle, 114"/1? , ® QT 206-378-0569 119 CRICKET, 112"112" IZIPI I 1 I I I SLOPE, I A420 ! I COST CONSULTANT A4.17 Construction Focus - I Q7 62 00-GUTTER 218'-8" 740 Almaden St. 111101, \ t p I 1 ' Eugene, OR 97402 I II 215'-3" I I /216'_0" - T 541-686-2031I \H- il, It - - -_ - - / - - I - - - - - - - - - F S M I 216'-8 112" �� I I I I I I c5 LORNE McCDNAC r east 91 I - ASEA E,WA I /I 7- I I q lip • I SKYLIGF PNANE S, TYP A3.14 0 12 18 216'-3 1/2" lr I I I I I I 4'-0" ' I ! VlcI 1 • 0 -2I ACCESS LADDER ACCESS LADDER ri * - , I \ / -- -- - •- - - - i -- -- I . 1 1 CLRc-01) a 1 _ / I A4.24 I I II I i I �=IIII �- -4 FA I it I �' - - -FA 11 A3.1' IN o I < o I 10 I o- 7, , . "PK- it 7' el'12-0 I I 12-01(193_,..11) e' \ , . I 6, f I I ` 1 - _N I A4.23 I A4.23 r N I Ne A4.24 11'0" / -� FA -' 215'-6" I ' I I C .:: 4 ii f A3.14III) 3 I ilk A4.23 . ° `�' I I ��4 1 r NS I A4.17 1 rrA5 l SP - - _ - ._____. -- �' _I _ - - _ -_-.___21 '-3" - - - REVISIONS DATE - II I / I I- I � � 3i{ I 1 IIv N �I A3.14 414 litI 199'-10" /I _ _ , ., �3 N2. N 1 I I I ` 199-7 A4.17 ioy II EXISTING ROOF TO REMAIN /112.,012" / I Si El I ., _ ..- 7 . I I 1 I I I E2 v RC-01 , . . . _,. ... . . . . . . .._ „ ., 7 A3.14 A3.14 4\ I A3.14 1._ _- i I TIGARD TUALATIN SCHOOL DISTRICT / 4 2 i :`k A4 A4.17 : . „... - - , --- - - - ,1 , . . -- ..• .. .... . . . .._.. .. _ ----- , �,� I I 1 I I I TIGARD HIGH SCHOOL _ ___ ____ „..... , , _ __ ___ , . - . .g _ _. .- - _ .- ... .- ... . . ..._.... - 1 I I I I / I I I MODERNIZATION I I A3.14 I ,. 110 I I I - I I I I I 9000 SW DURHAM RD. TIGARD, OR. 97224 I I JOB NO: 16992.00 I ISSUE DATE: June 19, 2018 I ! y I I II minump ,, Jurisdiction Stamp Area I f I I IvI46111110 • • •• 1 I E I I I I I I I I I I I I ROOF PLAN - AREA �C] - I V2 { coI ' - 1 w co S 1 S2 S3 S3.2 S4 S5 S61 S7 S7. 1 S8 �S9 S9.2 (S10) (S11) (81 2) (S13) (S14 �/ / �/ �� / \ / \-'---.PROJECT NORTH TRUE ct NORTH I w A2 .28 f----i ROOF PLAN AREA S2 1/8" = 1'-0° 0 4 8 16 41.1.. 1 CL • • a C4o E6* A3.21 e@ A3.21 GENERAL PLAN NOTES bassett! I I I 1 i " 1 I I I EXISTING architects @I - - - - - - - _ - - ,. - - - - - - A2.13 V I I Ii.6 L 1 _i NEW WALL 721 NW 9TH Ave, Suite 350 j1_I I I I I c) Portland, Oregon 97209 EXISTING WALL T (206) 340 9500 F (206) 340 9519 I I 1 FIRE WALL 1 AREA I I COMMONS I I SEPARATION CIVIL ENGINEER & LANDSCAPE 1 , _ a 11 W105 j -� I T O 0 MATCHLINE Cardno ••••••• 'meI I 4A RE1 D5 2 E10 A-1 I Portland. OR 97218 Ave Suite 200, • I I I 1 REFER SHEET G1.11 FOR FOUNDATION T(503)-419-2500 8 1 o CORRIDOR AND UNDER-SLAB DRAINS � i I I © A2.13 op • 1- 8 10 4■ A7.13 'B E100A - -__ STRUCTURAL ENGINEER I "• •••• ••• •• ••••••• •••••••••••••••••• E, I _ - • A5.63 A5.31 © �, 4C Catena Engineers > A4.18 • -I E113A 3- - E1 13A-2 -" 1500 NE Irving St., Suite 412 • 1 1 • I 1 1 Portland, OR 97232 - - �I I • o !' - 1 r - W1051 -W1-0rJ-=2- - - - FFc�2 TI • I �� - 5A II EF T(503)-467-49$0 SA 1 �- \ _ II 1� i. `�_._,.... F .-�:::: j .-ter ! , ��..� - STUDENT STORE ® 5D A7.13 5B REF ° = MECHANICAL ELECTRICAL & --a- 1 LIL ' J0 0 o i r E113A ED PLUMBING ENGINEER /3\ Glumac II I I I 1 I 5C 900 SW Fifth Ave.. Suite 1600 I E 2 A3.15 Portland OR 97204 � 3RE113A-1 c¢ T(503)-227-5280 © •••••••1••• •••••••••a•• ••••11111•,••••••••••0•••••• •• ••••••••••• . E113-2I _3 i I FOOD SERVICE CONSULTANT ® -i""'" "' = C 1 II Webb Foodservice Design 3700 SE Lafayette Ct. 2A Portland, OR 97202 7- T(503)-236-8566 I ' : I l I I 1 ! 2• A7.13 2B ACOUSTIC & AV CONSULTANT I _ • The Greenbusch Group SB/ I _ 1A I 1900 W. Nickerson St., Suite 201 / SIM Seattle,WA 98119 OPP II. T 206-378-0569 I I I I 'r 4 A4.20o COST CONSULTANT • a BUSINESS Construction Focus CLASSROOM 740 Almaden St. ' Eugene, OR I I I IE 113 1- CORR T 541$$6-2031402 -� i E100 s A3.14 • I E113-1 ),N I I I c� 16x 17 \4.19 J C�{ _ MB ° C7 LOR�iE �[cCOE�AC / ease 91 W 16x4rS MB f 11 E114-1 dipoSEA E,WA SCI _ _ _ _ _ BUSINESS �� ____ICLASSROOM o i2 _ E114 18 I I I I I 1i 1A -F I _ 1 o SD I 1D A7.13 1B I I I 1 1CI COURTYARD A3.15 1100 1 I I I I 11/.12 A4.20 O O SE ! 41)I 7 � 1I BUSINESS CLASSROOM E115-1 ' 115 I I I I I I A7.13 3B I ° I = 1A -1- I 2D A7.13 H I I I I 16 A3.14 I 1 "� H 1C I I I I0-- I I I: 411) 41 1 =- - . j.. - - i ,• ••• • A3.22 I # REVISIONS DATE I I I I I I 2ell I I I /'''''') A4.19/ 1. /(3> 6A � N I I I I 1 l I g A7.13 I NA A3.15 E100B-1 i& 11 . ..J - 6C S 3.----''''''''''' 1 co E2I 1 I 1 I w DOOR TO BE CONSTRUCTED i DURING MDF 411) PHASE.WILL BE E1 :6-1 S2 i _ - _ TEACHERS DURING _____,E1,:6:1) --- Irt ,1 I I LOUNGE A7.13 7B N DURING PHASE 1 E118 ° I MDF TIGARD TUALATIN SCHOOL DISTRICT E116 o o I I I TIGARD HIGH IT OFFICE E117-1 1 E117 1 . SCHOOL * - - - 1 - MODERN IZATIO I . I I I I I 9000 SW DURHAM RD. TIGARD,OR. 97224 \SJ •��••• JOB NO: 16992.00 1•1110.0410111••••1111111- I I - a T" I I I ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area ■ O I O I I O I I I I s 1...- - .-L - - ,5 A3.22 I A3.14 1 I I I I 3 taI P•419 14 A3.14 FLOOR PLAN MAIN I I I L w LEVEL- AREA El CL0 N S9 S9.2 (S10) (S1 1) SS i 2) (S1 SI4) PROJECT NORTH TRUE NORTH I- 0 0 4 ' 8 ' 16 ' 42 NCt co � 0,,h) w A2 . 32 (.--,„ FLOOR PLAN MAIN LEVEL (O'-O" _& 7 0,� -} AREA El 1 118" = 1'-0" C2 I C3 C4 1€ C7 U � _/ i I k I 1 E , . 1bassett/ Ii , I architects - — �; - _ C F - _ CAREER CENTER i I. A2.13D I ' E105 i ,III' li 721 NW 9TH Ave, Suite 350 f;'� �: Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 GIRLS i I C30 IH -1J71I I.r.1 �i ! i I c� , CIVIL ENGINEER & LANDSCAPE J10 •��• I I �– rte- - \ Cardno �, 16720 SW Macadam Ave Suite 200, L10 13'_7" 3'-2" I P40 Portland, OR 97219 T(503)-419-2500 I . 4e 413 � I I 1A2.13D1 • • z l9'-0112" 13'-11112" ID S • •www•• •••1wwwwa••• •••+ • •iTr•••••••••••••••••••••• STRUCTURAL ENGINEER 0 : 77 Catena Engineers D61 I • I : 1 1500 NE Irvin St., Suite 412 • `fl • � ° �W� [� Portland, OR 97232 SA _ -- nii ` - _ O _ _ —S_ 1111; - - (503)-467-4980 _ f ff T _ ��, _ _ _ ._;; n ; t-T mil Poo N AL & ELEVATOR :`_ . _- tl ��L .. MECHANICAL ELECTRIC "3B ,�. ' `�'� F60 =60 ;' ;o p LA - , ° F6a ' H:1' % o PLUMBING ENGINEER i. 1'-9"ii �, ; E60 lg. A ,4 1 I r N Glumac 661 - -- _ 1'-6 71!12$" � r _ 900 SW Fifth Ave„ Suite 1600 Portland, OR 97204 II'= J T(503)-227-5280 1 N••0 100 0000••••••• .111••••••••0,••••••••• „ •000••0• 00001 •• / , ' -- 1'-0" ; 10'-6" 1'-5' 14'-9" 11'6'I 23'-6" 1'-0" 10'-8" 1 5'-8114" S60 --1 } X (-, X X ,r FOOD SERVICE CONSULTANT �1 Webb Foodservice Design 17'-2 5164" 8'-3 59164" 2'-5" iii w 3700 SE Lafayette Ct. I e4 Portland, OR 97202 .7 f T(503)-236-8566 SB Evs J30'Nipov� ACOUSTIC & AV CONSULTANT _ - The Greenbusch Group 1900 W. Nickerson St., Suite 201 T 206-378-0569BUSINESS H CLASSROOM �, Seattle, WA 98119 1 E113 I 1-1 1 d o COST CONSULTANT Construction Focus 740 Almaden St. `` Eugene, OR 97402 I I I • T 541-686-2031 H • Z • �3 518"" c I v A N - t E100 <S,'`OD AR% 1.--40 19 ;:r 1 1 iIF- ..__ _ '�ease 91 , .60 �•.1 i Pri R62ik zL ASEA' WA r SC _ [ 1-1i 7 � = P40 ,mteonnomo .,g� �j�O I r"-.- 0 /2 18 , 40 :, 10 S Dk I - BUSINESS `' I { `I CLASSROOM . .6 A J 1 E114 1 H N 1 1 1 , • __,/ i I I I _ Fp o 14), * f-- I A4 I NI- = • _ BUSINESS CLASSROOM N I E115 i ' I I i 1 i H # REVISIONS DATE H6 ''''':;' __________ N S60 EP f .1 CORR 1N2 N 1 / {� - 7-1;..H___ - l Err I I I LCN� / 0 0 T-2" 6'-3" � S1 PATCH EIFS FINISH jr, 1.f : - E2 OVER(E) CONCRETE�� -.� l ,.. 11=.-- 0 1. II_ S2 :'� EIS - - E I - # ��,, lir _ TEACHERS - IL_...___..__..__.._... li LOUNGE 0 TIGARD TUALATIN SCHOOL DISTRICT L I l_ E118 "-1 71 ' 24 op,..,_ TIGARD HIGH „6A SCHOOL 7- SH •- — i _ _ I_ _� :1- I MODERNIZATIOF' rIo 0 9000 SW DURHAM RD. cD •••••• ••1 Mr0041111004111111D 0 TIGARD, OR.97224 JOB N0: 16992.00 " 1`l• 1 I ISSUE DATE: June 19, 2018 .1 .1 Jurisdiction Stamp Area limm:Lm ,I 0 I I © I, i 1 1 1 :A i i .1 I I I , o 11I E! r, DIMENSION FLOOR � 5'-2" 17'_1" � 15'-7" )ii ��'�" ,3'-T' PLAN MAIN LEVEL - co W LO � ' , ,_ � � . , . AREAE El Q ' S9� S9.2 S1 0) (S11) (S12) S1 3) (S14) I— ____ -_ \.. ,, co ‘is FLOOR PLAN MAIN LEVEL DIMENSION - AREA El _ CL 00 A2 . 32D \,_ I 1/8" = 1-0" ROOF PLAN LEGEND: C3 a C4 C€6) • A3.21 © EXISTING TO REMAIN bassett/ I l architects NEW ROOF CONSTRUCTION I II i • -� I C� - - ` � - - — — — — — — — — � � � ONE HOUR RATED CONSTRUCTION. SEE _ 1 �/� SPECIFICATIONS FOR ASSEMBLY 721 NW 9TH Ave, Suite 350 r�r;, DESCRIPTION. NO ROOF PENETRATIONS Portland, Oregon 97209 ALLOWED V THIN MIN.4'-0"FROM FIRE I I I I I I '�' WALL. SEE CODE ANALYSIS SHEET G2.10 T (206) 340 9500 F (206) 340 9519 I I E / FOR LOCATION OF FIRE WALL. i 3 SRC-01) ROOF TYPE TAG va°��z° /� 211' 3" 4 CML ENGINEER & LANDSCAPE I II FA I I SLOPE ARROW Cardno 'I . 6720 SW Macadam Ave Suite 200, + FA FA- ! Portland, OR 97219 T(503) 19 2500 • • } • SEISMIC JOINT I D DOWNSPOUT&CONNECTOR X � • / 4 I I I CRICKET, v2°112"SLOPE, [ STRUCTURAL ENGINEER • I I A4.18 I TYP. I ROOF AND OVERFLOW DRAIN Catena Engineers 7 • I - •••••••••••••••••••••• 0000•• 1500 NE Irving St., Suite 412 • v i© •q4�1 g • , Portland, 997�232 I • 208'-3" I aA4.18 • CRICKET, 1/2"112" I d • I 'I I �- FA • SLOPE,TYP. • FA I MECHANICAL ELECTRICAL& SA `- - - - - - - - - - - ♦ 4 - EF.S. 4 — PLUMBING ENGINEER I. I�_r 1 GENERAL NOTES:ti ' Glumac III-12--'111L , 900 SW Fifth Ave.,Suite 1600 -7 3 209' 6" Portland, OR 97204 (_)__C-0_?_.) /\ • 208'-1 112"40_ 1. FOR ROOF TYPES REFER TO SHEET A9-21 I •I II I • I / 1 T(503)-227-5280 =MI _ 2 A3.15 • / a 1 A2.17 1 a • 112•!12• FOOD SERVICE CONSULTANT 3 •••••••41•••• •••memo• ••• •ea• l••••••sI••••• ••••• ........... t d I Webb Foodservice Design Nee 3700 SE Lafayette Ct. I - T T OR 97202 (503n)-236-8566 07 IACOUSTIC &AV CONSULTANT The Greenbusth Group I I I1 I 1900 W. Nickerson St., Suite 201 S — — Seattle, WA 98119 T 206-378-0569 111111°H' COST CONSULTANT I6 I 1 4Construction Focus �4.2a 2 A3.16 740 Almaden St. Eugene,OR 97402 '' T 541-686-2031 I I I I I i 1 18 A3.14 I orto I , 1 , r-- CK - - -1-- - - - FA- e ' , - ovSEA E,WA Ir 1 I /' 1 ei ��o \SC� --- I its 1__._IIAT___=__-."C — I i0 API /8 . * _ CRICKET, 1/2"/12" I SLOPE,TYP. 7 A3.11 9,: I I I I MECHANICAL UNIT, SEE A3.1511 MECHANICAL DWGS. TYP. I 2 I A4.20 „SE — _ \CI - E - - - _ .--�. I i I I 1!Y 112" ( I i I I I I I s / I I I I �� FA 16 A3.14 I i / I I I I SF -- +1 -_ -_ J- -- __ __ - - - Ai REVISIONS DATE ' ® I I I I I fI N r--1_ 2 C M FA I �C-01� A4.191 3 NA& I41/1 I Nt i NM.20 I A3.15 i(--CN 11 — — — — S1 E E2 I i i I 215'-3" S2 �101' „SG I i - - - I I I N TIGARD TUALATIN SCHOOL DISTRICT / \ A3.16 8 'TIGARD HIGH A3.16 > I I I BUILT-UP TAPERED INSULATION. SLOPE I I I DOWN TO MATCH EXISTING ROOF. 11* SCHOOL SLOPE TO EXISITNG DRAINS, li I SCUPPERS,AND DOWNSPOUTS. M O D E R N I ZAT I O N I I I NNiNN. NN oit SHJ — — — — 9000 SW DURHAM RD. I I TIGARD, OR. 97224 I _ OA FA JOB NO: 16992.00 ISSUE DATE: June 19, 2018 SJ i�'� � �► •••••411/041111100001 •• 27 f Jurisdiction Stamp Area A2.28 i I1,4•,,2" I I I I _ Q I I I 22 I I A3.14 I I I r1 ROOF PLAN - AREA o F- El o i I I I I LJJ N ( ) x- L . .,_ , r cc, . „______, . _..... , , . ...>„ .,.. __ __ ,,,,CV �S 9 S92 (S10/ (S11) X5121 (S. 141 cK in W A2 . 33 CL. ROOF PLAN - AREA El ) 1/8" = 1'-0" N6 N7 NB N8 (NC NA bassett! OFFICE / architects N110A / / 1 0 ASST. \ { 1 \ \, I 721 NW 9TH Ave, Suite 350 i ► / I ° Portland, Oregon 97209 / � \ T (206) 340 9500 F (206) 340 9519 CUSTODIAL 1 " CONF N11a ' '-. 2/40 / X02 \ v FECI I LCp / l ,, CML ENGINEER & LANDSCAPE �.1- Cardna ,� 6720 SW Macadam Ave Suite 200, ; DRY STORAGE j /LX SRO �� Portland, OR 97219 ,I1 � `� I ,��,� W1a$F I �\ / I j' �A101 T(503)-419-2500 OFFICE \ •�/ I rGREASE INCEPTOR BELOW GRADE —. '� �� STRUCTURAL ENGINEER W108C <, �/� yrs v�y ;�, % / ' RECEPTIONS ° Catena Engineers y ! TTENDANCE ..\ 1111 NE Flanders St., Suite 206 / I _ I \ Portland, OR 97232 _;' _ : % I I A100 / TP o(sr 467 4980 �7.r; 4y ; �� l \� • // / 4, / MECHANICAL ELECTRICAL & `� -_ COMMONS `�` PLUMBING ENGINEER /___ '/ ALCOVE / 1 /� \ `- ° I I WAITINGV I Glumac , � WI 05B I I I , \ �h 900 SW Fifth Ave., Suite 1600 .-, � / I A1aoA /� \ Portland, OR 97204 % T(503)-227-5280 \ ,,„ \ ., , �� / FOOD SERVICE CONSULTANT 1 €I / I f I I I ,;� /\ \� Webb Foodservice Design KITCHEN / �� 3700 SE Lafayette Ct. C/� -__ - - -�Pd 9gB- — — — — r __ / _i -- - - - -- - _ ,.+. .� - - - - - ENTRY vt5 i. i4 STAIR U1 � \ Portland, OR 97202 !I �t' T / N 100A K- , e ST01-1 ,�, T(503)-236-8566 I 1 7111 STORAGE - - - - ± - - - --- - - - - I I / I .. /� • . . . . . . —�. ... . . . .. i / �� i — -� — - / I I �s/ ,,,. COST CONSULTANT _. . , , / W10 � - - - - — � ; _ _ ` � �� '_ Focus .. . . • . . .. . . k I' — — -: � 740 AConlmaden \, \V - — — — - i Eugene, OR 97402 * / � T 541-686-2031 iks.e CB - - -- - — — _ ACOUSTIC & AV CONSULTANT / - - / Jv _ _ _ . LOBBY \ v The Greenbusch GroupU I I - — — ,� _ : — I N1 a1 1 �� ,' / 1900 W. Nickerson St., Suite 201 • 9 - 6 - / _ / Seattle,WA 9811 - -- J T 206-378-0569 4UP — I I " I =111H / -Ali / r =� � I / C./ LOR.NE Mense ONrA9t n/ I I / HHI�, \� pp __, r' / 11 NIF A �o ,.; WORK R00 � �/ ' ' .• / E112 COUNSELING �� I ; '� / I I I 0 /2 18 E101 ■I Ti — — — — _ — - — — — - — — C — — — - — — — — — — T — L'!' A5.68 MAIN GYM s — • COMMONS W102 - ' I I I % W105 I 1 [IT CORR SERVERY I ,�� E 100 �I W108 STUDENT �` I f I RECORDSL., __..__._ v E111 - . I I1 . ' CONF. j E110 MAIN GYM — — — — - - — — — — — — — — — — — 17 — — — — _ J . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . , . , . . . . . W102 • . . . . . . . . L I I 1 . . . . . I . FXOF- E I PHASE 1 I . . . �a9 Ir I PHASE 1 TEMPORARY CONSTRUCTION SEPARATION WALL; I . -r 7 I EXTERIOR EXPOSURE WALL- I .. _ 6"STUD, 2 LAYERS OF TYPE X GWB ON INTERIOR SIDE AND TWO LAYER TYPE X EXTERIOR BARRIER SYSTEM SHEATHING. PROVIDE 2 OFFICE 7 - STOR. EL HR FIRE SEPARATION. STAGGER JOINTS. INSTALL FULL BATT W1 O2A W1 O INSULATION, LIQUID FLASHING AS APPROVED AT SEAMS AND I E1 OS CORR.'; I / \ PENETRATIONS ON THE EXTERIOR FACE.WHERE INDICATED TO BE I E10113, J{ REVISIONS DATE TEMPORARY SHEAR WALL, REPLACE INTERIOR LAYER OF GWB WITH FIRE RATED PLYWOOD SHEATHING PER STRUCTURAL DETAIL. L. . . . . li JL ' — — — 1 _ — — — I I. rel • I MAIN GYM { . . . , I I I 2 W102 ( j .i 2 . . .\ ,,),. i ,.x ,___ : 1 >: ,. , tPHASE2 ,__r_ i M TIGARD TUALATIN SCHOOL DISTRICTJiw FD TIGARD I „ ... . I HIGH >. . , . . . , . . . . . . . ... .. .. .._. .. -. 1 1 SCHOOL „. .. ,, I'D X X\ /'\i\ i° '\ `X \/` %\ :\ ` !:; /:: / / .Y.' \ ♦ \ / \ /\ I , . - ✓' . �. . `• ,.f�- . ,F� •.... `. ` , i\ , . � . . : 1 ., . MODERNIZATION E x r, '� �� y u' ' 'YX.\ 2'' > \ \f'v� u x �� 9000 SW DURHAM RD. ',xVVC ��/ ' y<:�.X^ /'C :x - 7• -� y <1. '\'' y' v v-/- \' \A/i ' ' ' ':c''` } • '/‘ /,>/\ TIGARD, OR. 97224 ril7 `; ':.''\ Jam K \ l�_ K''/ x, ` �`.' ,'C xx i i ,( '� •.. :\ ;• 'C !. . ;'�. l` X �`. J\ ” ,K k X � .•1, , . . .. . . . ' JOB NO: 16992.00 - 1 JC .X X X 'C ,,, x x. n ,`C• X .A X X. X X. A ,'‹ X X XX 7 X 1. X k. X A Y X X X X X :K X .X 1 X x X X \ X X X X X X K r:. X ,A X X h X ,X X X X /' k X X X A X t I 1 i ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area • .r_ ,-111 3- 3 5.67 DW - 1=,�: — — - — - - - -- - - --- - - — — _ — r`,,'� ,>v ., , n. ,v 1v,, .� �, x \, C rt 5. 1 �5.s3 I FD L .. J E113-2 PHASE ONE I / \ w TEMPORARY cy) �S6 21 C3 C4 C5 -8 C7 1 cn CONDITIONS - c. cij 1—— N1 coFLOOR PLAN MAIN LEVEL (0'-0") — AREA N1 2 /\2 .41 N , 0 W 118" = 11-0” bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St, Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 ..c,..P 144hCtix Civ a LORNE*MAC AC ease 9t ASEA' E,WA 0 /2 18 I I I I I I I f I I I I I I o PHASE 1 CONSTRUCTION SEPARATION WALL; EXTERIOR EXPOSURE - y'� . WALLS PER PLAN CAN BE USED AS CONSTRUCTION SEPARATION.AT -- PHASE 1 COLUMN& ` LOCATIONS WHERE WALL WILL HAVE EXTERIOR EXPOSURE DURING FOUNDTAION TO SUPPORT I I I I CONSTRUCTION REPLACE GWB ON EXPOSURE FACE WITH EXTERIOR FLOOR CONSTRUCTION ABOVE i I FD I I I I I BARRIER SYSTEM SHEATHING. INFILL OPNGS AND INSULATE WALL AT FUTURE OPENINGS SO THAT BUILDING IS FULLY ENCLOSED AND PROTECTED FROM THE WEATHER. LIQUID FLASHING AS APPROVED AT FD _ T '+ i .111 S L — — — SEAMS AND PENETRATIONS ON THE EXTERIOR FACE. EXTERIOR , -- — — _ — 430 BARRIER SYSTEM SHEATHING MAY REMAIN IN PLACE AFTER PHASING. • �� L. . -_- •T — — • I I 1 } } INSTALL AN ADDITIONAL LAYER OF 112"GWB OVER EXTERIOR I -� rr f 1 - I I I I SHEATHING WHERE MIN. CLEARANCES ARE NOT AFFECTED. ` I I I I I I STAIR 104IL, FD 1 I I 1 OTHERWISE CONSTRUCTION WALL PER PLAN ' OF �`: 1 / . . 1 ST04-01 1 1 If I Y l I t I I I I I 1 - • I I Li ! I I I • PHASE 2 I •' _ I I I I I I I V i I �° IIIIIIIII I I I I I H I I 1 1 I I 1 .41111• } 1 FD I FD . I II 1 I - �� I I1IIIIIIIIII I Ili (SM) �— — _ — il - /jr .--. - \ ' I I I CORR : I PHASE 1I r I i I CERAMICS . A OFFICE I. WaoOC _ Saa 002A s • 1-----\ -- H r-k 1 r r _ r\Y1i I , I i — 1 ! I I ( _ GE (.:1: r II 1 III FETING ROOM II l� = %al L W012 # REVISIONS DATE S2 S3 S3.2 S4 S5 S6 S7 S7.1 S8 59 S9.2 (S10) (S1 1) 512) 513) :,, chi \,.___.; \. -. � ...____. LOWER LEVEL - AREA S2 Phi N2JN1fl--- 1 _ 118" = 1'-0" S1 El E2 1111- 7TIGARD TUALATIN SCHOOL DISTRICT 1 1: id I H _ ,. i II �IL-J (IT , ' I TIGARD HIGH - - - - - � I o - I r � SCHOOL o � I 1 I I I — .�� I I CORRIDOF WRESTLING ` l i:r7' WOE MODERNIZATIOFF s208A L_ s208 --=w2a� ESL \ i I i I LLI _ 72 _ / — I — I_ — _ I _ I I — 9000 SW DURHAM RD. PHASE 1 EXTERIOR EXPOSURE WALL TIGARD, OR. 97224 WALLS PER PLAN CAN BE USED AS TEMPORARY EXTERIOR WALL. i/IIDF I STAIR 05 11 f I REPLACE GYW ON EXPOSURE FACE WITH EXTERIOR BARRIER SYSTEM S210 -, I , II I I JOB NO: 16992.00 SHEATHING. INFILL AND INSULATE WALL AT FUTURE OPENINGS SO b!_41-04-2THAT BUILDING IS FULLY ENCLOSED AND PROTECTED FROM THE _ ISSUE DATE: June 19, 2018 • WEATHER. LIQUID FLASHING AS APPROVED AT SEAMS AND – PENETRATIONS ON THE EXTERIOR FACE. EXTERIOR BARRIER SYSTEM I F.F.= 201' ©341" - — Jurisdiction Stamp Area SHEATHING MAY REMAIN IN PLACE AND AN ADDITIONAL LAYER OF 112" I I I I GWB OVER SHEATHING WHERE MIN. CLEARANCES ARE NOT ' I I I I I I AFFECTED. OTHERWISE CONSTRUCT FINAL WALL PER PLAN o ,-----Nyl ,, } ti IY ..... YLJ SM LJ - - - - - - — —1 — r i I ; I =1 I I r �-� • i ------F ' V.) 1 S201 I CORR I i I I I r S200A17- I I IXI PHASE O N E �-- h 2 IHI DRAWING s2o2 CL w TEMPORARY Q @._2@-3,! S3 2 �4' S5 SG 0 „Th .. _., /_. . , „_____. ,______..S7 1 S8 ( 9‘') S9.2 iS10) c 1) (S12) CONDITIONS -- S2 2) FLOOR PLAN UPPER LEVEL - AREA S2 PH 1 co 2 N— 1/8" = 1 -0" A2 .42 n � CI_ 1C (6-5, c6 C7____/ OFFICE OFFICE �� E108 E102 bassettl I I , , I — architects I — CE f - T _ - - - -OFFICE I. — OFFICE r — - . I E107 E103 I 1 -____-, 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 OFFICE• OFFICE E106 II 1I E104 CIVIL ENGINEER & LANDSCAPE __ 1 I Cardno 6720 SW Macadam Ave Suite 200, I Portland, OR 97219 T(503)-419-2500 • • STRUCTURAL ENGINEER • Catena Engineers • I I I 1500 NE Irving St., Suite 412 • Portland, OR 97232 le I I : T(503)-467-4980 • — •— — • — — — MECHANICAL ELECTRICAL & i I I •MI I. PLUMBING ENGINEER • MI Glumac J PHASE 2 : 900 SW Fifth Ave., Suite 1600 . Portland, OR 97204 T(503)-227-5280 l I • FOOD SERVICE CONSULTANT III - 1 Webb Foodservice Design • 0 0 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 1 I i ACOUSTIC & AV CONSULTANT • The Greenbusch Group r-- 1900 W. Nickerson St., Suite 201 / ;:___.69 • Seattle,WA 98119 I3 DW Al / �- T 206-378-0569 SA - - — — I �/� - -- - COST CONSULTANT • Construction Focus FD 740 Almaden St. Eugene, OR 97402 T 541-686-2031 I 7 PHASE 2 CONSTRUCTION SEPARATION WALL: EXTERIOR EXPOSURE - _c„‹so‘YDA1' . EXISTING WALLS AND FUTURE WALL CAN BE USED AS CONSTRUCTION C� LORNE?licCO\AC SEPARATION WALL. INFILL OPNGS AND INSTALL FULL BATT •ease . 91 INSULATION ALL WALLS SO THAT BUILDING IS FULLY ENCLOSED AND 1.71 PROTECTED FROM WEATHER. ON EXTERIOR FACE OF WALL PROVIDES • — PROTECT EXTERIOR FACE OF WALL WITH EXTERIOR BARRIER SYSTEM ; SEA E,WA WALL SHEATHING LIQUID FLASHING AT SEAMS AND PENETRATIONS i Q PER MANUFACTURER'S INSTRUCTIONS. EXTERIOR BARRIER SYSTEM . 'N, 45 SHEATHING MAY REMAIN IN PLACE AFTER PHASING. INSTALL AN ADDITIONAL LAYER OF 1/2"GWB OVER SHEATHING WHERE MIN. 0 /2 18 CLEARANCE ARE NOT AFFECTED. OTHERWISE CONSTRUCT FINAL / WALL PER PLAN. • I CORR E100 1 _ t 60( — .- • \CL # REVISIONS DATE I N N2-- NI -_ S1 S2 TIGARD TUALATIN SCHOOL DISTRICT • /cm - - • •- TIGARD HIGH SCHOOL MODERNIZATION • CN - • - - - • 9000 SW DURHAM RD. ' ., TIGARD, OR. 97224 • JOB NO: 16992.00 MDF -- ISSUE DATE: June 19. 2018 TEACHERS E116 j Jurisdiction Stamp Area LOUNGE . -\.;\ E1188 1 .'<:::/-> \<" o .. :ill . I, .� , • IT OFFICE . 1 E117 E PHASE TWO UJ TEMPORARY u) CONDITIONS - E1 Q �. 2 FLOOR PLAN MAIN LEVEL 0'-0" & 7'-0" - AREA El PH 2 w A2 .43 � } `13 1 118" = 1'-0" CL (N1 1) 1\110) N9 N80 N N5 �N4� N3 �N_ N1 , . . _____ .1 - r . .... ,,, , _. , ,,,_ I I I . . . . . . • . { I :,_-------------------_ ..„ . ,„ , ,,, , rise , . . r Teets T 71 .1 -- 1 li IT__ ; 1 • -- 721 NW 9TH Ave, Suite 350 - - - "` i I _ _._._ --- __•. _ - � E Portland, Oregon 97249 _-�.a . �_ — - 7 �- - - _ - -' - _-•_ UPPER E rT= -- --- _-. i =TM-"/-L"—=- 2 _wrr. .w'i �E_.-r�i rTi T____- _ _ --- - - -- - __ __ - - -� _'- ,._...- .- .... --. - - _ _ H ,__ -- _____.Eia _�wra _i _ _ ita _niJi-�_`- ----- _ --- --� - -- 344 9519 r -- I"L_---Z�.1-I -�T4. r :"i!i!!!!! rwr - i_7_ '^w ____ _ - _ - - _ _ p T { 0 340 9540 F 0� _._... . �_�-T �3 iii_-_ =� I -rri��i� _iia j ;T. _iwaw-__ _-�-__--- -- _ ---- ) { )• i %.,._i _i{ � _ _______ w,�ayl i=�_. r_. -__-r�_ Za. _w Trr______ '-_ - -- i _i�w ~ _ - --- a - 11 _ _ �1 Ir -_.(111111■Ill I _ E ___ _w_ a ._wr1�_= N � �-��N �_ _-__ -- iiia. aa �__rr7aTa' __�- ai ._ __ .__iii- it E ____-ia _- _arm- r®• rr . .'-- : ! �i"-- Lr==-_. __�o � i � . \ ji . ____-r.�i=-_w.3i -- ii7 - r- - --J '� a -. _., Ir _ 1..-_ --_-_-_I rrw7_ i=_Tr= rar_�__ww_w-_r.-�_ __i�_wiii�_T.'_i==_ai_"ii'i'i�Tr -- r _ ---, --_N-�-L"-i.'. ._.. --- - • - - _ - _ - _ - — _ — _ _ _ _ _ - _ _ _ _ MAIN FLOOR— CIVIL ENGINEER & LANDSCAPE 194'-0" Cardno NORTHOVERALL ELEVATION I 6720 SW Macadam Ave Suite 200, 0 Portland, OR 97219 11'16" = 1'-0" _. _ - - - - - - - - - -- — --- - - - - T(503)-419-2500 NA NB NG ND NE STRUCTURAL ENGINEER Catena Engineers �- EXTERIOR MATERIAL LEGEND 1500 NE Irving St., Suite 412 l N 1 N2 N3 N4 N5 N6 Portland, °jos d4o98D 32 ® _ �� .gym - o"�=m; 04 20 00-CMU-1 MECHANICAL ELECTRICAL & I I I� I �� = = PLUMBING ENGINEER • _. _ _ _ 1 !Maga min 04 20 00-CMU-2 Glumac 900 SW Fifth Ave., Suite 1600 — I- ��; �El _ � �r -� � _., - - -_ Portland, OR 97204 I�I1111111111 - - - UPPER - lial - - _ �n T - _ • 07 4213 MWP A T(503) 227-5280 I I I I E � _ - T 208'-0" T FOOD SERVICE CONSULTANT __=.r, e. - _ 'T — UPPER LEVEL _ _r �r'I�II � a-- - - - - - - - - -- - - - - - 0742 13-MWP-B Webb Foodservice Design - rr�.-..._. I ■ :. 1 -- -„ - - ._ _It _ sr�s` Lemons i iiTii. r -� W - I I2081-0" 3700 SE Lafayette Ct. g ` '3i - _ MA FLOOR - _ rPortland, OR 97202 - - .mois 07 42 13 MWP C 194'40„ •---I..- r- - -. (503)-236-8566 1L_' .LL, _.�� s��"r=?ml ii.rz:,_,-.-. --- ,r -.!M I \ . :- S CONSULTANT • -- - - MAIN FLOOR 07 24 ao EIF ACOUSTIC & AV 194'-0" PT-11, TYP The Greenbusch Group �`, NORTH WING WEST OVERALL ELEVATIONNORTH WING - SOUTH OVERALL 074646-WALL PANEL 1900 VV. Nickerson Seattle,WA 98119 St Suite 201 2 1 ,r _ I Ir ------ E3----\ - ....__ PT 12, TYP T 206-378-0569 1116 - 1 -01116" = 1'-4" - - COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 �� T 541-680 CONSULTANT CB CC CD CE CF f SB �SC� SD SE SF SG SH 1 SJ SL SM SN SO ._ 1 ,,,,<S9YD Cet„,. C? LORNEeMc ONA - i I I I _�i I ! ! 4 ..4 ... ' I l . _. . - -._.__ r,... . . , • , , . . . . . - • if, ' .. SEA EWA Nors_cs..t ror . . . .., _ . , . 1 "� .. _ , . . I - . . .. n 0 } C— T' f` 1. I• 1� _ _, , .._ : _ _ _ _ . . . _....,_. .. _ - - ._:`. - -- :�_ iris_ �_�iaystig i�rrr"i ----- - -'- -- -- - - _ =C- - - - • I .. I 0 8 ___-_ I ::_ iri--- r�i._____- =ria iGii�i� =man �"--_ --1' ---- _ '�'.'-- --- r—- - _ _ __7.9 —m.7. Imo�y-lard ��LSS��.' _-_-a �u.T.!- �_r i- _- i = .::. __ _ _��— - - - _ - � -- �_ - � ��. / \ .��ia :: , --- ----aaa a T.i-i-i�� _ I _ _ —= a.. ars ... ,:- I ._.- _ _ _ - _-.______.. 0 111 \ / I - _i_.mi _airs a -- �,� _.a_�i iiairr - ___- - � ---•< --_ -___.__ 77I4 wwi- .__a_r ar_ Ta._ __2-2 . _w_ a"iT F r_ : r r _wr�w_ _ _ - -ir -----. ".: -- _- --"""r--�--- i. .-i>:Frr� te' — — �� ' .... _ r_ - _... - = -- -- - --- �'. 1".,.._ T iI- F 1T�Tr 1 I I-fY , __ql . 1••• III I .� :rls -________.�Z - ___ a. s. J1 Z �_ .Llan ::-,h11_,..6.1...rliht;:l LI-I i r ? i-_-_wrr=_ -Tri.7.T__ a-53��:iw� -■ ,� d r,I,I i- r -�� :•=11 . - ----_,1�' ,->T�r44- -�i:�l t =r.r-i.:-z---_-4-- I 'r4 r- iTr Al ill \ _ a.� _ _' _- _�.s-I -.r hr,_, ' .-� "---__ai-r-_ _ I U ` ``i - � ��__ '_�7. Y1,.�.r-_r`_l` / "- i _ a..� :is _ a __ �-` LOWER I ___ CUSTODIAL 185'-5" - OVERALLWEST ELEVATION 4 - � 1116" = 1'-0" _ __ _ - _ SI\' S2 S3 S3 2 S4 S5 r�S6S7 S7. 1 S8 S9 S9.2 S 1S 0) S1 1) S12) S 13 3)S14) 1 I f i • 1 1 ft . . , r _ , " . . �■ ____ - = 4 mi _____ . _____ _ _ _____ . . . _ . „. . _. , . . , . ,II . . . ■ I - I l _. I I I I - _ — 7 pi' I. I I - -� 1 111 UPPER AUX 1 - == CC \ �\ CC (N11) NAS NB �� Nom' �C N� NA \,____, -� IN 10) N9� 07 62 00-STANDING SEAM �� AM 1 � METAL FABRICATION MTL-3 41y I A3.21 A4.11 bassetti/ 230'-0 112' - l 1- ' architects 074213-MWP-C I1 I l08 4313-PREFINISHED I I --- - - 721 NW 9TH• Portland, Oregon 972093e, Suite 50 07 62 00 PREFIN METAL COPING MTL-2 ALUM TRIM __ V ' 0 V I T (206) 340 9500 F (206) 340 9519 DEMOLISH &MATCH EXISTING (E) I - 25 _ - SHEET METAL FLASHING A5.41 -Tiff If /\ (I 07 62 00-DOWNSPOUT - 07 4213-MWP-C 07 62 00-DOWNSPOUT I 25 D7 62 DD COUNTER FLASHING SYSTEM I I -inl I I I WRAP FLASHING UNDER EDGE Ali�,© A5.31 - 11 -) CIVIL ENGINEER & LANDSCAPE DEMOLISH &MATCH EXISTING (E) � PLASTER FINISH �' 211'-0 ll I A5.31�� .5fi II II I Cardno 210'-6' I 6720 SW Macadam Ave Suite 200, PAINT{E)PLASTER FINISH Ii I Portland, OR 97219 • [ • _ 07 62 00-PREFINISHED UPPER LEVEL I - �._. BREAK METAL EXPANSION 207'-7'r _..` _ _ - - 20T-6"'- ---- - ---- - _ J4ER LEVEL T(503)-419-2500 JOINT COVER % ` 208 -0 I I • 1� ! 1 . I TIO CMU 11 - -.;00,H ! I I 2081-0" STRUCTURAL ENGINEER \ A5.68 I �. I N- I - T ALIGN JOINTS WITH I - I I , 1 Catena Engineers \ I-� \\ \, 1500 NE Irving St., Suite 412 -� �� -' r „ rrrrrr.!!!! ADJECENT WINDOW I �� I Portland, OR 97232 „� I 07 46 46 WALL PANEL �--- 1�. 111111111,1111 mi ii it © � 1y ).1 I I .' { IIIIIIIIIIIIIII HEElalllll iii i MULLIONS, TYP. ~ \ - I I I r `wd �\ 11 . ' 1.�'„'::� �1 ,: ;:1; �� r !" T(503)-467-4980 196'-10" �i I . ,� IIIIIIII 111111 '1 I in ,II' I I ' ® " MECHANICAL ELECTRICAL & 7.-- �A__ —m 1 '■ aiaw 11n I I 1 niall296' 10 , , , , , , � SI IIII i i l iill PLUMBING ENGINEER ■ � �. nnl,ll un 1 iu 1 nil anu �` � / � TIO CMU i I € Iwaw 1 1 1 1 1 1 ' I 1 1 1 1 1 1 I I I I I I I I I I '1 \. �I nniul nn u m , ill ilio I € 1 1 1 kJl ±j _ ' �� /Y�. nnlai a m 1uEll `�, , IMAINFLOOR �. \ _ I I I I 1 r i1` I I r I I I I I I 1 I I I I r r I I I -- - , iiiiil - - _ I _ __ - MAINir�.� , . �� _ FLOOR Glumac ' " I I Ei1 2QEQ,11, 94'-0"194-0 PROTECT(E)STOREFRONT 3231 16FENCENG&GATES „ Portland, OR 972D4 07 62 00-PREFINISHED FLASHING � j{� T(503)-227-5280 MTL 5, TYP NORTH WING EAST PORTION NORTH WING EAST 0512 DD STEEL COLUMN, 000RD W/STRUCT DWGS NORTHMG SOUTH ENTRY WALL ; MAIN ENTRY WEST MAIN ENTR N RTH FOOD SERVICE CONSULTANT (E) STUDENT SERVICES - NORTH �, 0 � - �' 0 Webb Foodservice Design I „ - , ,f = r „ 11 = ^ ,i = „ i , r ,I 3700 5E Lafayette Ct. I 118 - 1 -0 j 118 1 -0 �� 118 - 1 -0 `'� 118 - 1 -0 118 = 1 -0 6 118 = 1 -a �■ Portland, OR 97202 T(503)-236-8566 ,- 07 62 00-STANDING SEAM I I \ TheACOUSTIC &V CSULTANT (NB NA IN 11) IN 10) METAL FABRICATION MTL-3 N9 NS N7 N6 (\N5Group Seattle, WA 98119 �.� \ �� alk \ �_ 1900 W. Nickerson St., Suite 201 Mk I_. T 206-378-0569 ” c my qW� I I FLASHING MTL-3NISHED 234 0 112 / / I I /' - 07 42 13-MWP-C 2 ALUM TRIM h.I h. COST CONSULTANT ��® D7 46 46 WALL PANEL 07 62 00-PREFINISHED FLASHING MTL-3 1 Construction Focus 07 42 13 MWP-C - Q7 42 13 MWP-B A4.12 A4.13 740 Almaden St. riii------- 07 62 00-PREFINISHED FLASHING-MTL-3 07 42 13 MWP-C Eugene, OR 97402 / 4 I ; 224'-0 112" T 541-686-2031 25 \ _ - / A5.31f i / _ ; c 07 46 46 WALL PANEL I 1 I _ I - 10 14 19-DIMENSIONAL LETTER SIGNAGE 08 43 13-PREFINISHED j• '� j I I 1 II - - - I I I 1 I � �\ $6 f ALUM TRIM ! I 151 S1� I I �S1� �� S1� I I lS1 J . 1 41I .-1" �y - C', LORrY£eWCONA! v'41 • 07 46 46 WALL PANEL ' • A5-56Itill • � 07 62 00-DOWNSPOUT / I 07 62 00-COUNTER ---- �' > � \ / `J I I Ill: \ / 07 62 00-GUTTER ! i FLASHING SYSTEM IIII / / I I /> C �l \ �� G �� jLl �Cn I l " I 4 I 1 ' UPPER LEVEL • _ 208'-0" SEA E,WA jik UPPER LEVEu _ - - - — -` � - r -I I I - - I , - - - - - - - - - - - - I- �- - I= - - - - - - - - = - - - - HI 2o7"-fi" Cs° " _r — 207 s" f - — 0. . . 1 . . . . . . . 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' 1 1 1 1 1 1 1 J , 1 - - F LOO R �� - - - - - - - - - - ---- - - -• - - •- - - - - � AIN 194'-0" EJ JJ 9'�" 1,_ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ 1 194'-0" g-4 0512 00-STEEL COLUMN, D4 20 00 CMU-2 'I COORD Wl STRUCT DWGS 1014 73 PAINTED SIGNAGEMI. ei 07 62 00-DOWNSPOUT -- 07 62 00-DOWNSPOUT 08 51 13-PREFINISHED 07 62 00-DOWNSPOUT 08 51 13-PREFINISHED ALUM TRIM 05 12 00-STEL COLUMN, ALUM TRIM COORD W/STRUCT DWGS MAIN ENTRY EAST I NORTH WING NORTH - EAST PORTION J 1/8" = 11-0" �� 118" = 11-0" Iii i N5 N4 © N3 N2 I0 NA\ QNB INA QNB NC SND NES © A3.21 5.43/ \ AM A4.13 > I i A4.14 - - �.-. - + - - - •` . f / 07 62 00-PREFINISHED FLASHING I I I I I I 71 _ - - - \L-- i I 07 46 46-WALL PANEL - 4 1 • - _ , - I I, I 07 46 46-WALL PANEL i I I I I ` I I I I _ I I I i 07 46 46-WALL PANEL I I I I - -- 07 46 46 WALL PANEL - [S1, I i [S1 I I [S1. I I (S1, I [S1] I-1— [S4J I _ - — . t MTL-3 076200-COUNTER - - --• i - -- N FLASHING SYSTEM / I I \ C/ _ _ I D C/ I I_� \ ! SEE STAIR P NS 076200-GUTTER N gg / l z \ I _' i , I _ - I _ ...._... D5 51 OD PAINTED I I I I I I I A\t ?k ‘ ' � E ---- - ------- GALVANIZED RAIL,� 11C1I111Ifill REVISIONS DATE UPPER LEVEL - - - I - - r - - - - UPPER LEVEL 208'-0" i - -- -- - I ort m ! i _ EXTERIOR STAIR STRINGER ..:_l _ � :: � 208-0 07 62 00-DOWNSPOUT Hs_,/ i l SUPPORT, GALVANIZED& _-- _- / / _� . i I _ I PAINTED -= I RETURN WALL -I- H - - L... _ _ I I I I 07 62 00-PREFINISHED I I I-- - Il 11S11 FLASHING - !S3 [-SIB I I FS_ 11 I �S1�1 I - � � � I I N. I I �-_ y - 1 _ ._ 1.. _ Z-1-- MTL5TYP _ s s� r PANEL &STUDS TO l_ _ .i 201 -2 , ADJECENT WALL 12Q1' 2" me 1 , 1 , 1 , 1 , 1 , i 46, I , I III , 1 )1 , I , 1 1 ,1 . 1 I I 1 , 1 , 1 , �I TIO MASONRY I , I 1 1 1��1 1 € 1 1 1.)1rN) El - rJ I 1J-,-1-,-1 . 1 , 1 I . 1 ,-L,1-41 . 1 ,1 1 1 1 1 1 1 i 1 ,....4TIO MASONRY = t I 1 I 1 1 1 1 1 1 1 I 1 I 1 1 jI I I I I I - I I I 1 .nn I1 7'5 1 I I 11 I I E I I h. 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WALL PANEL / / 1 07 46 46 WALL PANEL C)I RETURNS TO MWP 07 46 46-WALL PANEL \ I 47 62 DO PREFINISHED I I I �-U_ PPER LEVEL I 1111111111111111111111111111111 - HASHINGL ff `` ,_ F,- - \ - WALL PANEL RETURNS TO MWP - 04 20 00 CMU-1 - - LE 208 0 } - _ - � UPPER 208 OL�z5 LIIIrliiiii J' i \I /' A5.41 I 11 I I D7 42 13 MWP C / N ,! , 25 BUILDING \ / / 201'-2" 201'-2" I PREFINISHED FLASHING I -4 '� --- / / 1 TI MASONRY TIO MASONRY 1 1 , ' J ° , 1 , 1 , I ) ,��a. A5.41 WRAP, MIL-3 , , , I D 0 \„ 04 20 DD CMU-1 ELEVATIONS 1 I I I € I I 1 ww 1 IIII , LLJ 11 WALL PANEL RETURNS TO MWP / ' 1 I 1 195-6 197' 2" hii cD I l I� E. -.M�. I I ...■ 66 Iii 1 �.I■.Ila :. '� H II IUI �� I III II - , 1110 1 1 i 1 I I I MAIN FLOOR1 ' 1 ' 1 1 1 IN.,. . , 1 1 �Ir Tro MAsoNMAIN FLOOR iii I- °°65 194'-0" - I 4'-2 v2° J194'-0" � / PREFINISHED FLASHING WRAP, MTL-3 � � N�/ I Ct W A3 . 12 •,-,-, INORTH WING - ENTRY SOUTH NORTH WING - WEST ENTRY EAST - -- - --- NORTH WING - N RTH ENTRY _\ NORTH WING WEST - EXTERIOR o_ 1Q1_)Q112� 118" = 1'-0" I 3 118" = 1'-0" 4 118" = 1'-0" 15_ 118" = II-0" 07 62 00 CONDUCTOR HEAD 076200-PREFIN METAL COPING \ EXTERIOR MATERIAL LEGEND MTL-5,TYP. 2 MTL-2 1 a I - 07 24 00- EIFS /� A4.15 A4.1 07 62 00-PREFINISHED 210'-2BREAK METAL EXPANSION Fa � " 4- / JOINT COVER s� 04 20 00 CMU-1 - -- — -- - -- - - :' : . UPPER LEVEL `= ' © 2061-D -�-- 04 20 00 CMU-2 i 07 62 00-PREFINISHED . asse N 1 `N2 , 05 73 13-DECORATIVE N3 ® N4 N5 N6 ROOFTOP MECH. EJ FLASHING MTL-3 07 42 13 MWP A - \ . PERFORATED PANEL _ \ / \ \ EQUIPMENT, SEE MECH ri architects (2)PER WINDOW, TYP 05 73 13-DECORATIVE 05 73 13-DECORATIVE / DWGS _ i' _ 201'-2" 07 62 00-GUTTER 07 62 00- DOWNSPOUT / PERFORATED PANEL PERFORATED PANEL Y 2\ SCREEN WALL SEE 4 / 07 62 00-DOWNSPOUT 07 62 00 DOWNSPOUT i i i /0 MASONRY 07 42 13-MWP-B &PREFINISHED FLASHING TYP. I o FASICA MTL 3 I 17 I A3.13 - 08 11 13-EXT SOLID STEEL # ,225'-0" 6" PIPE o 6" PIPE j��1i:�� ----� \A4.14/ I I A5.54 DOOR L i „1 r I 1 r� 1 '—, I i , , I Portland, Oregon 97209 I I I ' I�'� � 07 42 13 MWP C 721 NW 9TH Ave, Suite 350 \ 1, 1 1 1 i i MAIN FLOOR � rl , I I - - 4 340 9519 _' 1 ‘L-� i I i —\NI _;�' I i ,' -- L �f 1 r '� EIFS ( 0 ) 3 0 9500 F ( 0 ) T 2 6 2 6 07 46 46-WALL PANEL I I / I � 194-D 07 24 00 II 1, IMMII NORTH WING LOADING DOCK PT-11, TYP 07 fit 00 PREFINISHED "F1 II r: I = I_ / �� r S1A `S1AA� I S1A I 1,/ I ... - - 1/8" 1-0" \\ f \" S1A rSIAI ��,.�� 43) _ - 07 46 46 WALL PANEL CIVIL ENGINEER & LANDSCAPE FLASHING w P ` I I a _ - I - - \ { S4Ar 11V-311 / I -� I .\ CA MTL-3 / ¢ I ,41 a I J , 1, 11 r 7/" 1 ' I i I ` I I ihk 112 TYP 6720 SW Macadam Ave Suite 200, . /I�� ( Cardna co \\J_ - L I `? I A4.15 A4 15 C,"► ` A4.15 Portland,OR 97219 _ I ! / \ T(503]-41 g-2500 _ ' &) ,_ 1, 1 - - - ��m. r - - -- - - - - - - - _ UPPER LEVE� 208 DLEVEL o I f,� r / _� I,� 07 62 00-COUNTER T - - - - - - - - \ 07 62 DO-PREFINISHED - - - - — 20�'-SII I �_ FLASHING SYSTEM BREAK METAL EXPANSION \ STRUCTURAL ENGINEER Catena Engineers I 11 I = 1 _ ; _r— WRAP CMU&MWP I _ iJOINr COVER 1500 NE Irving St., Suite 412 I �I I- - I 1J _-- -` = ` A5.62 1 -1 201'-2" M / TO INSIDE CORNER 201'-2" . . 1 201'-0" Portland,OR 97232 TIO MASONRYN� S4C � S1C S1C •� TIO MASONRY r r r r W4 — , \ _ _ T/O MASONRY T 503-467-4980 p 1 T' r l I I ri Tr 1 1 r I ■1 �1i I I I I I I I ' III I I i I I I f I I I •7 1 r_._. 1 I ` J 1 I I r I I . .) 1 `` J I _ I i I 1 I I ■1 �1■ 1 1 1 1 1 I _ I I 1 1 M■ , ♦ I 1 I 1 1 1 1 1 ��i �■ 0 1sT' 2" �\ = I 1 r I r I 1 , 1 . ' ' ' ■ �' H �.\ ■I�i, !�.wr - - - - - - 1 1 ` I ■ mmm_�■■�,1■■■■�_ 16 ir�ra MECHANICAL ELECTRICAL & , , �= I I I Tr I l l r I \, I1I I ■ �{ I m I. = r I r I , �� ■1�� 1TIO MASONRY �� FL, i I I I 1 i I i ' ;-L ,_,_--_�_r__� -_ ; I . 1 , 1 ; 1 1 . \ -.-� ' _ EXT GLAZED STEEL - = I ! I -rte-- (. • I r I I A5.62 A5.62 II : L1 PLUMBI G ENGINEER ■ 0$ 1113 1 r 1r N ra M 1 1 / I I 1 I [ I '' I I ] I I 1 I ��' I ! I I 1 I I I I I ♦ ■ ♦ / �1 •DOOR .I� ! - r 1 T T yTiT� • r 1 r I '1 � - 1-;-1-'4 Glumac Qt MAIN FLOOR Ire ♦ m 1 m I I I I I I 1 1 I 1 1 '1_A' i i ' 1 t i ' i i i �Ir�-r' 1 , 1 1 1 1 i 1 '�-`r' ` ■ \„' mild' - : i w I ' I ' �, � I I . [ -' `v' I r I , 1 I i I 1 I - - - - I , I_ I ' f ' r I MAIN FLOOR 194'-0” EJ EJ t EJ �\ EJ EJ EJ EJ EJ 194'-Du 900 SW Fifth Ave., sulfa 1600 Portland, OR 97204 07 62 00-PREFINISHED 5 08 11 13-EXT SOLID STEEL \ T(503)-227-5280 NOR H WING - SOUTH FLASHING A\ 5'43/ DOOR 08 EXT SOLID STEEL KITCHENAST 1 MTL 5, TYP @MASONRY CA KITCHEN WEST DOOR FOOD SERVICE CONSULTANT 1/8" = 11-0" 1/8" = 1'-011 118" = 1'-0" Webb Foodservice Design 3700 SE Lafayette Ct. _ Portland, OR 97202 ' T(503)-236-8566 S\ S6 A 21 S2 CB CC CD) All SCF 7 _ �___ \\ ACOUSTIC &AV CONSULTANT 07 24 00-EIFS -- The Greenbusch Group 1900 W. Nickerson St., Suite 201 07 24 00 EIFS PATCH INTO EXISTING 07 62 00 STANDING SEAM TO MATCH EXISTING EIFS DEPTH I METAL FABRICATION Seattle,WA 98119 I I I T 206-378-0569 I A • COST CONSULTANT �> • • PAINT&PATCH EXISTING EIFS FINISH I 07 62 04 I30WNSPOUT Construction Focus io0000 I 740 Almaden St. I REUSE EXISTING CONNECTION 07 62 00 COUNTER Eugene, OR 97402 5Nk\ il., UTTER 07 95 T 541-686-2031 A4.21` V GROOVE EXISTING DOWNSPOUT G FLASHING SYSTEM 13-EXPANSION JOINT , ( ` ., . 07 62 00 DOWNSPOUT COVER ASSEMBLIES - r .46 1 \ \\ \ • t. 10 14 73-PAINTEDSNA IG G E \ \ . .- 1 I4$S.1)%kYji)iiiiie4' PAINT EXISTING EFIS \ • mil MI�CpNAC \\ 0 • \\ \ ::_ - - 5 6 • 1 A4.15 A4.1 \ 5 -. r \- • 1\ 207' 10 \ \ SEA E,WA UPPER LEV L a ..A5.62, UPPER LEVEL - I 1 . .• ._ . . .. .„. . . ..._. . • •., . ..• . . .•..•. • . • . • . .• \ '- -I ' r• 1 -' ` I • I TIO MASONRY I •' 208-D� d 208 0 \ \\ I 1 1 r I • f • I • I \ , , (-3--- 2081-0" [% 11 I , r 'l 1 I I 12 1 7 ; 1 i r i i i I 'i 1 r 1 I ' I 7 \\ I l i O 8 A5.62 \ \ i' i ' ! ' i_' I ; ;i ' ; i rtl- � ci \ \ \' \\- �5.6»�15.624 \ _ ri ` 1 i;1 ; 1 1 1 1 I PAINT EXISTING CEMENT PIASlklt I. A4.1 1 I I I 7 1 I r 1 r 1 r 1 r I :Oka ,\ \ I ' I I I I I I 1 1 1 I A5.62 ,• �` I' ! I r I I ' I ' I ' {1- :TY \ I �1 i I, I I I I I I I I ' 1 \ \ i 1 r 1 1 I I \ MAIN FLOOR Qit MAIN FLOG — - - - \ 11 \ \ T j . � _ \ \\ — �.\ - - PAINT& PATCH EXISTING - — - — • — - 14'-01 -& - CEMENT PLASTER ON CMU i c (E) GYM - NORTH r- (E} GYM - WEST 5 - - �� 118" = 1'-0" \\ 118" = 1'-0" Nom S3 �S2 S1 CE (r.--- SAAI i- ._.. S1 �� 114 4 © I 5 607 46 46 WALL PANEL A4.15 A5.62 A4.15 /- 07 62 00-PREFIN METAL / A4.15 (5y) A4.15 07 62 00 PREFINISHED I I UPPER LEVEL kl ALL A5.62 207'-10'' COPING MTL 5 FLASHING i I UPPER LEVEL „ - - --- — — -- — -- — — — — -- — -- — -- — — — — — r f• I I I I 1 1 I I I 'r•�r I 1 I I I I f 4 1 h--4 1 } I f I f I I 1 2081-0" \ 2081-0" T/O MASONRY I o ` IF — I 1 i I 1 I I 1 I I y,T I , ] i I . I I [ I 1 - r 1 I r I �"! •7!..) ', I I II 1 1 I ._11.4,4,. 1 11 ` I i I I I I ! 1 L I r 1 r I I 1 II NM ,. _ --- I� �� I I 11 I I I I I 'I. I I , 'I I ' r -rY1 , i 1 i i 1Win ,-I-I, r r r r r �I - - - --- - - 07 46 46-WALL PANEL I 1 203'-1" I � I I 1 i I I I I I l i i I I I I � . I j �t 1 1 I 1 I / I I I I 1 I 1 1 I I 1 Ii r I i I I I I I I I 1111 I I I I I r +� 1 �/ r� I I I I I I I, i r 1 i i i i i I i i 1 I i I i I I 1 i" ` . S11 07 46 46-WALL PANEL I 1 r 1 1 r 1 L..1_,_1_,_ __ �' ♦\ -r11 M 3 S —f �' ! I I I , I I r I I r 1 r I r I r 1 r I , I r I I T — —. I ' I I I I I TW I I 1 I 1 1 I 1 EN , nem 1♦ 7 I I I 11 I 1 I I I I I IIIIII I i I T I L I ® \ II 111 r n I i i I I • i I EN -- , wii• 196'-10", Ir i 1 I I 1 11 I I , I r I I 1 I I 1 1 I 1 I I - - r,_1 '1 I . , . 196'-10" 1 196'-10'' ■■m = '♦` , mm ' p' , i i _ ' o f I '. = ' 1 , 1 ' 1 : 1 : 1 7 ' ' 1 1_ 1 r I�-�r -rl I ! I I I I I I I I I'I I I ' I 1 I T�� r 'Y. r , \ i ws \ -- - i i i i i 1 i i r i i , 1�m I i 1 1 i i I I i == =1 I r' 1 I r i 1- 1 1 -LI ' i ! i r i i . . i ' Cil r ( r ) I r 3 'T ..� ..� 10 MASONRY 1,1,, �Ii1 I , I1I11I1Et r 1I 'MAIN FLOOR � ;IIIIIlIIII J `..' I 1I 1 �J•I I I *v / ..• � -� 1� TIO MASONRYT ' Y \ \ - I !-T ilii • ILi0- 3 ADDENDUM 5111118 _-_ .�1 L 1 I �A�� X111 I ly ' �� ,� L, t I I I 1 I J 1 I I i� �� 1 1 1 �L�r 1 I I I �� ti ■mow L_ i I 1 i I i 1 I MAIN FLOOR 1941-0" - I - 1941:0" 2 ADDENDUM 4/30/18 1 ADDENDUM 4/18/18 7 (E) GYM EXIT - SOUTH \- (E) GYM EXIT - NORTH _ ATHLETIC ENTRY \\ ATHLETIC ENTRY - SOUTH ATHLETIC ENTRY NORTHA r1/8" = '- " v 1/8" = 1'-0" " 1/8" = 1'-0" 10 118" = 1'-0" 1 1/8" = 11-0" REVISIONS DATE \\ 1 0 �� SH SJ 0 SMS SN SO © 1 07 62 00-DOWNSPOUT 07 62 00- PREFIN METAL I A4.17 07 62 00-CONDUCTOR HEAD COPING MTL-2, TYP. MTL-5, TYP. 7 219'-10" '-= I © � \ � 0 I VJ EJ VJ VJ j VJ VJ ;VJ VJ VJ VJ l VJ 1 T/O PARAPET `-r 07 62 00 GUTTER SA B ) EXT. COILING DOOR \S-- -,E------ VD �7E 2 fig) izip SG SH SJ 07 62 00 COUNTER o 11� 08 51 13 PREFINISHED & PREFIN METAL _/ h \ - A4.16 FLASHING SYSTEM I ALUM TRIM FASCIA, MTL-3 10 14 19-DIMENSIONAL 1 411111A4..61/416 07 42 13 MWP C VJ LETTER SIGNAGE I 07 62 00 DOWNSPOUT 6" A4.16 07 62 00 DOWNSPOUT 6" 07 62 00 DOWNSPOUT 6" 07 62 00 DOWNSPOUT 6" 07 62 00-DOWNSPOUT 6" A4.16 I 07 62 00 DOWNSPOUT 6" \ �. 2' 6" I _ 4' 8" 4'8" TIC�A ]D rMi DGn '� I Ii -� I f UPPER LEVEL -� - - �CHCC OLS _ i -� - - -__ - - — - / - �' — - -� -- -�'� _ C UPPER LEVEL W6 W6 208'-0" 1 ! 1 - — - 208'-D„ ,� 07 62 00 PREFIMSIiED FLASHING 1 \ (li I ..____1 I L__ I 4 7 �_ MTL 3 T47 62 00 PREFINISHED _ VJ _: TIGARD TUALATIN SCHOOL DISTRICT FLASHING -- IEQ= =EC... ! L EQ= EQ ^ -— EQ I I — 1 MTL3 JJ I __ -- 14 S14 S14 S - \ 20,'_0" TIGARD H i 1,>- $2A S14 S14; S14 - _ I ' �: 1 -- f. .. 194'_2„ 196'-10" 1- �_ _ ; F� I { y — - I 196'-10„ ` } - VJ - y - - y - 1 , -- - - _ TIO MASONRY S1 7 �' '�f� kr-i...1 - f i i i , r r r� 1 !� - ' �1. r r r , r r -0' � _ , I - CHOOL TIO MASONRY I �■II LIi i i I I�f I 1 I I _ J I f I �' 11 1 1 1 ' f 1 1 1 1 I 1 i , I I , TIO MASONRY i i i i r t f _•� II !Tl ' l I ' ��-I I I I I r I 1 I / 11 r 1 "�'1 L 1 1 1 I -- �t 1 �' 194-2" 1 - i - . . . I I'. W6 MAIN FLOOR 1 -�,I�_ 1 jI _ I 1 I I r j MAIN FLOOR 1 „ - -� , 1 1 I I E I 1 I I I I 1 I f I I I I I I I I I ! I I I I I I , I 1 I I I I , 1� r l r r I� I I I 1 1 1 I_ 1 TIO MASONRY-4 [ I I I I I I I I I I l i I I I , ♦ I I I I I I I i { I _ 94-O 194-0I I I I I 1 I I I I I I I ',�� I II I 1 I I I ' I I I ' r I I , I I I ' I I I r l ' 1 ' 1 ' 1 T 1 L �741:,_41 . 1 . 1 1 , I I ! 1 ' I i i i i n I J� - I:I\ ' ' moDERNIzATIois ___Li.;_t . . , , r , r r r r r TT _ n I L 1 I I I I I 1 �' ] I 1111 I I 1_. i T T �� 1 1 1 1 I I I 1 I M I I I EJliF191 10 1 1 1 ' 1 I i s 11■ I i i 'i,_Il 189'-10'' RETURN MWP&CMU RETURN MWP&CMU STEPPED THROUGH WALL FLASHING — , - •—�� ' r 7 1 1....1. �_...1 I I' 1 1 1 I 1 1 1 1 1 1 1 1 , 1 1 r ' 1 '_ 1 1 1 1 1 1 1 _,, - IN VESTIBULE IN VESTIBULE FOUNDATION 189'-2" ~� oup h� � J I , I I i T10 MASONRY S"- li LOWER LEVEL Ifi - _ - - - - I r I ' I ' I ' I 1 ' ! ' I ' I ' i ' , II II III ` 1 ,F - - -- - - - - - -- - - - - - - - 1 - - - � - - - - � "- 1: _ __ __ _I_ __ __ T __ __ __ _ _ _ _ -- - _ _ - -II � IIIl�� I I_ T IIII EI r� II r I I1187-0 EJ �1 ' " LOWER LEVEL TIGARD, OR. 97224 ele r 38'-0" Jr° 41'-4" 187'-°" n AUTOSHOP JOB NO: 16992.00 \\ WEST ELEVATION 3 WEST ELEVATION - SOUTH PORTION 186'-2" ISSUE DATE: June 19, 2018 12 118, = 1'_O" 118" = 1'-0" Jurisdiction Stamp Area \\ GD S2 4 4 S2 S__ S'i �7L 0 08 11 13 EXT GLAZED STEEL DOOR I A4.16 A4.16 J A4.16 III 11 ici LEVE - - 2 8'— O" LEVEL - - - - - - - - - _ —UPPER 208'0� - - - - - - - - - - — - - UPPER 2O8 A5.53 220:-81` akik UPPER AUX I I I I I I - TIO COPING 2011-0" 4 I I _ 196'-1 O" —_ - _. 4 -_ I \ I - - - - - - — -- _ _ - MWP-D, BOTH SIDES - - _ _ _ - s 07 62 00 PREFINISHED FLASHING— _ - - ...-- UPPER AUX n , 201 -0 BUILDING g Ir. __ 18"WIDE SOFFIT&WALL PANELS - , , , T/O MASONRY — I 1 ,1 { -_ _}-- 07 46 46-WALL PANEL I 196-10 '-, „,,s-RA.,--194-2 _ 2111-6” —i : -� RETURNS TO MWP TIO M s dill .111 I\TIO MASONRY '� I ` I ` I ' ' 4 111 �IIIIII�� ASONRY — ELEVATIONS III7 _MAIN FLOOR j 1 L i ' I ' 11 ' F I ' I ,��'Ii I �lil 'HSI N FLOOR { 194 2 1111111 II II MAI �-- W 1 I ! 1 r , ,. - UPPER LEVEL — -- , 'r '�' I' , I TIO MASONRY .�'" IIII�� 194'-0" I- --i-- U) `n 194'-0" I r -, r 1 -r -r 1 ( 1 1 1 J 1 I I I I I I I 1 r Co I I I I I I I I I I lil` r I / I v �� 1 1 I I I I I f I 1 208'-0" —- , ' 1 ' 1 ' i ' I ` I , I ' I I 1 J' 1 I Ai �' 'R�� I r I 1 ( i -1 � �� J/ IIII (fl !♦ I I I Ts l % I 1 - I 1 1 1 1 1 ! I NMI I I I I I I I — II�.� ma � E I I I I I I I I I � I � � ��^=i I I I I 1 I I �■ - , LOWER LEVEL r ' I I I I I , ' r I. ..L�__�� .�■■tea I r I 1 LOWER LEVE _ _cv OPS A3 . 13 18T—� - — - - - - -- AUTOSHOP LU C° ... 186'-2" 0_ AUX GYM - EXIT SOUTH AUX GYM - EXIT NORTH \� AUX GYM - SOUTH NORTH WING - MECH SCREEN 14) 1/8" = 1'-0" �_ 1/8" = 1'-0" 1 �} 11 1. 1 1 118 = 1 0 " 7 118" = 1' 0" 1-� �- _ S3 S3.2 S4 S6`! S7 S7.1 S8 S9 S9.2 S7 S7. 1�-� S8 S9 S9.2 (S 1 O) (S1 1) (S12) (S1 2) (S1 3) (S 14) T y © �� .' 0 �- �/ �/ \..,....4.\:„ \ _Y 05 73 13-DECORATIVE - 07 62 00-GUTTER \� �� ,/ " ' �/ �> Mr > A21� I PERFORATED PANEL &PREFIN FASCIA, MTL-3 I / / 07 62 00 PREFIN METAL 07 54 23 THERMOPLASTIC07 4213-METAL FLASHING \ ak 07 4213-MWP-B 07 62 00-CONDUCTOR HEAD! ett h. 219.-10" / COPING MTL 3 I I ROOFING I I \ I I� I 07 fit 00 DOWNSPOUT ® I © / MTL-5,TYP. / ' \ 05 7313-DECORATIVE T/O PARAPET 05 73 13 DECORATIVE PERFORATED PANEL I I 07 62 00 PREFIN METAL ass 1 VJ VJ VJ : .VJ• l ©� PERFORATED PANEL I COPING MTL-2 I I I Vii7 / - 1 1I architects 1.4 214-8 . I 07 62 00-PREFINISHED 1 I 7 I �' \ \ = I I .t': T/O COPING FLAS TNG I I / I -� 4 1- -- 1. ;.,:..1. 07 62 00-PREFINISHED 5� �1 07 62 06-PREFIN! HED ; �=1 I o I. h L. A5.65 �A5.6�1 BREAKMETALEXPAN ION _ • • 01 / \ I - _ BREAK METAL EXPANSION 721 NW 9TH Ave, Suite 350 UPPER LEVEL ! • - _ JOINT C VER - _ I I /11 1 \ \‘...1 - - - JOINT COVER Portland Oregon 97209 f I I � �' UPPER LEVEL 208'-0" I 1 R I I 206'-2" s2 LSI I s1 I s1 s1 s1 I - - - - - - 208'-0'1 T (206) 340 9500 F (206) 340 9519 , IILI I� ! 1 8 T I I r,' 1I ! _Ji= UPPER AUX I f i i A5.66 2011-0" \ _11 11 I I j " CIVIL IVIL ENGINEER 8 LA ND S CA wp . 1- • •• PEUPPER AUX � 1 J6200 A565 EQ / r 1 _ _ - - - O SCIENCES.FI l 1 WING MAIN F1L9O5O-6 201'-0" 3 6720 SWMacadam Ave Suite 2001991 PortlandOR 97219aiiii 194'-2" . / PREFINISHED BREAK METAL EXPANSION 07 42 13 METAL FLASHING TYP. ABOVE COMBINED JAMBS _ r r �I I T(503)-419-2500 Ily I 11II . I II • •TIO MASONRY J I I \ I 1_ I 1 4'-2" MAIN FLOOR .1IBSTRUCTURAL ENGINEER94'-0" i -� . --IrTIO MASONRY At13 IS1 'I ' ' ' 'I ' ' ' I ' ' ' 'I ' CS1sB) I �516� I I I I I I I 1$ Ii ■ ■� MAIN FLOOR ,s,I I I I If , I I I I II 1 I 1 J ` 1 1 ' ` ' ' • ' ' ' ` ' \ I 1 I ` I I ` ` I I 194'-0"/ 1L8O7W_0EIR LEVEL - \ \ I ' C15a00teVnEa!ruEin gSinte' Serus412I 1 ' IJI ` I € I I I II TII I II , I , II I � ''l1 I f I I € I I I I II i I II I I I` I I I l ir I I� I I I I I I , I , )1 ^ , . Portland,OR 97232 I I r i I I ' T(503)-467-.980 AUTOSHOP I - I - = - - - - __ I E i I_ i I I I I ��y1 ' I I I I I I 1 I I + I I I I I I I I ' I ' I 1I11 I ' I I I I ' I I V I I I I i I I I I I ' I = CI ' LOWER LEVEL EJ EJ- EJ 1EJ EJI _ - 1$T-0" 186'-2" + MECHANICAL ELECTRICAL $ I (E) SCIENCE S. PLUMBING ENGINEER 73 13-DECORATIVE 08 43 13-ALUMINUM FRAMED STOREFRONT DIV 32-WELDED WIRE WING LOWER T� / i EJ PERFORATED PANEL ' FENCE AND GATE Glumac LEVELSop SW Fifth Ave.,Suite 1600 SOUTH WING - SOUTH UPPER SOUTH WING - SOUTH CONNECTOR - SOU H 186'-6" ® Portland, OR 97204 1) 1/8" = 11-0" �_) 1/8" = 1-0" 1/8" = 1'-0" T(503)-227-5280 SO SP FOOD SERVICE CONSULTANT © .1 Webb Foodservice Design A4.23 • 1- 3700 SE Lafayette Ct. Portland, OR 97202 1 --, T(503)-236-8566 S7 S7.1 S8 1-F,, O @1_D) SQ 07 4213-MWP-C ACOUSTIC AVCONSULTANT is The Greenbusch Group \_ 07 62 00-PREFINISHED 07 62 00-PREFIN METAL COPING SQ 08 11 13-EXT GLAZED 1900 W. Nickerson St.,Suite 201 - (E)CHAINLINK FECNING MAINTAIN EXISTING SCUPPER& DOWNSPOUT I Ate/ I BREAK METAL EXPANSION / `© STEEL DOOR Seattle,WA 98119 UPPER LEVEL _ _ _ _ - JOINT COVER - i I _ - _I - 11 _ 1 _1 _ MTLS ` A4.17 - (E)CONDUCTOR, UPPERT206-378-0569 - - - - 1111 - 1111 - 1111 - - - -- - e )o - - LEVEL� 20$'-0" 8"NOMINAL CMU INFILL WALL, PAINTED I 206' 2" 206'-2" 20$'-0" _� -. ADD NEW D5 TO COST CONSULTANT �� DRAIN TO NEW ROOF Construction FOCUS - 740 Almaden St UPPER AU;K Z , I �_ _ _ _ __- _ -_ -ilINM � _ 200'-8" 200'-8" p _ _ UPPER AUX Eugene,OR 97402 I '- [ III - - --- TIO MASONRY ; ' I ' - 201'-0'� T 541�s6-za31 ^_1 .i ,� _I_. 261'-O" 1111 - 1111 - - _ - - - - -- - - i I I I ` 1 $T/OMASQNRY 1 1 1 1 1 mil I I I i I 1 1 I 1 1 1 1 1 ''I I i - _-- f_ l I I ' 1 ' 111 ' 1 ' 1 I 1 . 1 . 1 . . 1 . 1 . 1 . 1 E 1 . 1 . 1 i l♦=��a' l 1 1 1 1 1 1 1 1 1 1 I 1 1 I II I I ma�m_a 1 fp MAIN FLO R - ' I ' I ' I ' 1 : ' : 1 ` 1 . 1 . 1 .) . } - MECH UNIT, SEE MECH DWGS - ; , ,I1 ; 1 -1 - / �~ 1-MAIN FLOORI;4 I Mk 1I 1 I I1 -.1.. I I l 1941-0" A5.65 ' 1 1 i i 1 �I . ].- ,� == •s� - 194'-0" V 'V , LOWER LE EL I /\ _ I =ME--_ -'-" - C'1 t,ORI�EMcCOI�AC �/ N I TTI MECH UNIT, SEE 189-10 / 1 1 ' --- .:,:.,.,:.:. �w _ LOWER LEVEL • " gt 17.3 187'-0" - II! ' ' . ' ' ' . ' , 1 .1' . ! MECH DWGS MASONRY SILL i - 187'-0" mil I I 1 r1 I I 1 ' ' , ' I I d I ♦ i 1 I ! I AIM AUTC)SHOO- -- - _____ - - - - - - r - -- - - - - -- s I, - I - - \/ - - - -.. _ - 86- II> ,� -. - . - �- /L, •!«yt - -�' i - - 1 --4 -� = AUTOSHOP WA - m - = _ :mm - ..� _ ON - 1 - 1Q, ,.•_) ASIA' 4 C�} TODIAL6" 6"CMU BASE COURSE ' C? �"" NEW ROLL UP DOOR BASE COURSE LOWER T/O MASONRY BASE 185'-5" -_ CUSTODIAL o 12 18 AUTOSHOP - WEST SOUTH WING - WEST UPPER - AUTOSHOP CORRIDOR - SOUTH AUTOSHOP CORRIDOR - EAST 1851-5"DIAL L 4 118" = 11-0" 6) 1/8" = 11-0" 118'1 = 1'-0" '. = 11-0" (S12) (S13) (S14) (S10) 3EXTERIOR MATERIAL LEGEND (S14) (S 1 A4.17 (s ;ice \ UPPER AUS ��■� 04 20 00 CMU-1 - - -- - - .-- - - - L.II - - - - - - - - - - - - 1111 H ��i 201 -0 7 - -- - - - - - -1- - - - - --.- , 4 I - • -- - - - - - - - - - (E) SCIENCES. 04 20 00 CMU-2 I I WING MAIN FLOOR . 07 4213-MP-A _S 194'-2" f !ISI„1111 !1!!!!q„If! I II n11a!!1"x" Mui l 11 R, 1991-0" __ - _.__- - _ _ - _ �.----- _- - I III lull IR.___.._ - - - "• ..'. . 1111 i I III ii II ■ . • TIO MASONRY - i-■ !,!,hill, 11111111..1.1 1111w..1 I IIIIIIIIlIIIIIII III111111111NI111 -i11 ..._� MAIN FLOOR . uF 1 Ant 1 imili m +mould m ■ F11111111 I1III„F III 13111 •III:!Illlulll I -• IlIlil11111h1 t,nlrlunnIIIIII 07 42 13-MWP-B 11111111 IIIIIII11!II€Il 11111 Illil,lli i IIII:111911n11 1111111tlllllllllli i� „„„„ 1111111 ITh,€i1 •„„1 1 111113111 11II1111111111!!1n 3 w` 1941-0" ,„nun 1111111IIII13111 3111„iiiul 1:31111111111111 Iii!IIIFIIll'llli Ali 19111111 11111111 11 Li I II„I ili'I - I:,; H..! i0 !nom 1;;;;4;;;$4;;;;11, i= Inn shill iii IHi iiinwnuliii w,iiiiii iiiii uriiiii1ui„iiii1 iiiiiiiiiinoii nimmi3„r I mi .� rum mum 91 -Illi! 11 111111111111111111,Ii6mIlIpH113nIq 11311111111111 IIIIIIIIMIIIlld - l� 11111111 mill mil ;I11111„11111111 '11i1111!„mm111m1um111B11111111 !„111111111„ 113In!!!!!l1I. 111M i LOWER LEVE 074213-MWi C IIIIIIIP Allllll it '111,1 II lIII1111PI g1i11111I111ANIIllIEllili!III 1111111111111,11'1 Ilnllllllll illi M I - - - - _ _. milli€i _ -... I I.I I I I Illlll111111Eltl Ili _ - ._ - 18T-0„ • 072400- EIFS CTE - ENTRY SOUTH ~,\, CERAMICS - GATE CTE - ENTRY NORTH PT-11, TYP S " 1 ,1 9 " = l_pn 1I$ = 1 -0 � 118 1 -0 1/8" = 1'-0" 07 46 46-WALL PANEL PT-12, TYP 1 -. 07 54 23-THERMOPLASTIC - r \ ,...,...----...\ (S 2) A3.21 SI i) (S 1 o) S9.2 &COUNTER FLASHINGOFTVI@L-. SJ \ cS 14;1 31 - MECH UNIT SEES 12) \v/ A �� -"/ �� SP \ MECH. EQUIPMENT, ( SO SN SM MECH DWGS 07 42 13-MWP-C 9'-0" 3 Alk 0762 00 PREFIN METAL COPING MTL 2 SEE MECH DRAWINGS �/ �/ �� A4.20 i/ ,/ A4.19 © 07 62 00-COUNTER . 05 50 00-PREFABRICATED LADDER •- 07 42 13-METAL FLASHING / 219'-10" A4.17 07 62 00-PREFINISHED - -_ 07 62 00-PREFINISHED FLASHING MTL-3 - FLASHING SYSTEM 4 07 54 23-THERMOPLASTIC BREAK METAL EXPANSION - 07 62 00 PREFINISHED I I i I VJ VS.-. VJ VJ VJ VJ 1 ROOFING 1 n I JOINT COVERT I i _�_ FLASHING IL 1 ADDENDUM 4/20/18 i - - - � 2141-8" II MTL-3 \ J , f �-f E I TIO COPING :1 ; l = J I / # REVISIONS DATE I f I I 6 I lit I cs2) `s9 _ i �S2J I �I vJ1. PPERLEVELUPPERLEVEL 11-11208'-0' , I , 0 W7 Irr I �w7? 2081011UPPERAUX . - _ _ I • N III ........ . .. . ....1 �' L- 07 62 00-COUNTER VJ : __,..„,..„ `" 201 0 I I I I ‘A5 W5 E 07 62 00 COUNTER A5"66% I_I I FLASHINGSYSTEM( i FLASHING SYSTEM \ UPPER AUX - - - - - - - - -- - __I EQ� a, E EG i �l - - - �- - - . 201'-011 (E) SCIENCES. - - - -A - - - -- - - -- - - - - - - - . -- - - - -- - - - ----- - - I I- - - - �� _ _ WING MAIN FLOOR . _. . . ._._. . _..._. .. .. . .. . .. __.. I .._. .11-u 1I I I I I 07 61%-PREFINISHED 199'-0" I 1 I I • .._..__. .^ _...-- i i 11 FLC�hATI-5 MAIN FLOOR_ _ I �' •! I I 194' 2" , - �2A = �iB �si6� _ 4 I : I I l 194'-211 / 1 q4'-n" I 1 € -1-1--1-- ( 1 1 1 -L.-i r I I I 1 , 1 1 ,..-1-.--E.- _ r 1 ! 1 .-1-.--1 ,_I_.'_I..,T T 1 TIO MASONRY I I I I r r: i . 1 r ' ' _ ��. • 1 r 1 1 1 1 1 1 1 1 1 1 -1� 1 1 r TIO MASONRY iI i LOWER LEVEL I I I I , I I I IIIII I 1 I 1 1 1 I I 1 I ! I I I I I I I 1 1 1 I F ,.LTI I 1 : 1 1 1 11 1 11 1 1 1 I 1 1`- - 1 1 1 1 I 1 1 1 I Qpif I n IfI , Ii , , IEII IlIfl111111 � - � \� Il , 11 , 1 , 1 , 1 , 1 , 1 I II 1111111 T� I € I I , 1 , 1 , ,, 1 , 1 . 1 , 1 , 1 _ - l . III 1 , 1 1 . 1 , 1 I ! 11I , i , l , � I : ' , I 1 , 1 , 1 11 II MAIN I I 1 I , I { 1 I I 1 I I I I 1 I 1 :C ) 1 1 1 [ I I I I 1 1 I 1 1 1 1 [ 1 1 1 1 I-1 1 1 , I 1 1 i 1 1 1 I -> I ! E I 1 1 1 1' I 1 1 ` 1 1 1 1 1 1 t I FLOOR 187-0 I I (�) SCIENCE S. I I I 1 I I I I I I ,' I 1 I E I I I I ! I I I I �1-• 1 I 1 I I I , I , I , I I I 1 I I E I 1 I 1 1 I I f I I i , 1 1 ! i I I 11 I I 1 I I , i , 1 , 1941_0" (E) SCIENCE S.1 I I I ,II I I I I I i I I I I I I I I , I . , I , I ' I f r ', I I I 1 I I I , I, I I i 1 ,� € , 1 , [ , € 1 1 , 1 , 1 )' 1 , 1 , 1 1 , 1 , 1 1 , V +II 1 1 1 i '1� 1 , 1 , 1 , 1 , 1 , 1 , 1 1 1 , € , 1 , 1 , 1 € , , , 1 1j 71 , I , 1 1 WING LOWER 1 _ 1 - . 11 ,,111 1 : 1 , 1 i 1 1 I I 1 1 1 �i 1 1 1 TIGARD TUALATIN SCHOOL DISTRICT WING LOWER,-.4.1.'i !I 1 I l I I ( 1 L, 1 1_ 1 - � l,_ 1 L 1 :1 �. • .--- -- - - -I ll 1 1 I 111111111111111 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 - - - - - - 1 I l 1 1 LOWER LEVEL -LV _ 16'A" EJ- - - � _� -- _ f- - E J- -14'-0" I_ ✓. - - - - -EJ- - - - - LI 7 - - - � - - - - - - - - 1$6'-6" SPRAY BOOTH � EJ - -18T-011 186'-6" of zI 08 51 13-PREFINISHED ALUM TRIM1 15-4 RAKU TO BE RELOCATED TIGARD HIGH >• BY OWNER AUTOSHOP SOUTH WING - EAST CONNECTOR - NORTH SOUTH WING - NORTH COURTYARD - EAST SOUTH PORTION11 , 11 12 13 EiA- SCHOOL 118 - 1 -0 �� 118" = 1'-0" 1/8" = 1'-0" 118" = 1'-0" O) © © 07 62 00 PREFIN METAL (SI 0) �+ /� MODERNIZATION \ / A4.19 COPING � \•___../ SC X781 © �7I'1� SL SJ SH SG CT> SF SESDS'C \ /T�T►� 079513 EXPANSIdNJOINT A3.22 / ` i7 COVER ASSEMBLIES 07 62 00-PREFIN METAL 08 51 13-PREFINISHED ALUM TRI 9000 SW DURHAM RD. r / I I 1 COPING I / TYP. BTWEEN WINDOWS 2191-10" TIGARD, OR. 97224 , . . i \ _S 2 19'-10"TIO COPING • . I TIO COPING - • . . - •I= I JOB NO: 16992.00 • • • • • VJ VJJ . VJ V VJ VJ --J [77 --•• ' :1--• ' ,. • . • . - •. ' • : - ', ' .... ._- -- .. : . • .. : .• .. . .•1:2. . . • . , . . . ISSUE DATE: June 19, 2018 VJ VJ VJ VJ VJ VJ • VJ VJ VJ • VJ VJ • I I ® Jurisdiction Stamp Area 07 62 00 DOWNSPOUT • I A5.63 ,/ . . 1 f I --- - VJ 07 62 00 GUTTER --- . I VJ 1 NJ UPPER LEVEL - -. 411 _ - _ -_ - __ _ - UPPER LEVE208'-0" [© © M7 © © h I � [© © i- • © - -1 - - • ik 20$'-0110512 00 STEEL BEAM, I _ - - - �.� 11' - - -VJ COORD WI STRUCT DWGS i ' I • I . VJ 11 A5.64 - PAINTED 1/J I • - I • • , . •UPPER AUX L _ ' -- - - - - - - - - - . - -- - - - - �11-01, • UPPERAUX .I • . H 19s'-10" 196 10 L(� . . . . . . . : . „ . . ... .... - 1: I 196-10 I k :. . I }. . . 1.. I. 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IIIIIII91 1111111111111111VlIIllllll IFI 11111111111111111111 IIIIIIIIIIPIII ,i Ii�lihlll9l -.. - - 1�5'-�' -1s8'�" - - - - - -• - - - -- - - - •- - - - - - - - - --- - - - - --- - __ - - �- - - - - --- - -. - - - - - - - LOWER LEVEL I- 187-0 • �187'-4° � 187-0 co DIV 32 WELDED WIRE , 7'-4" 6-0" 11'-4" 7'-4" 12'-8" 6'-0" 14'-0° T-4'' 12'-8" 6'-011 8'-4 118' FENCE AND GATE N I/O FOUNDATION PER STRUCT DWGS / / / i , ,/ , J EJ EJ EJ EJ EJ EJ 'EJ 'EJ 'EJ EJ EJ A3 . 14 28'-0" 1'-4' 9'-8" 2y'-3 7/8y" w / 24'-2" -. �,�," i /1 i /1 /f a_ COURTYARD EAST - SOUTH i COURTYARD - EAST • COURTYARD WEST - NORTH EAST ELEVATION - NORTH PORTION (111 1/8" = 1'-0" X16 1/8" = 11-0" 17 1/8" = 11-0" O ' 1/8" = 11-0" vv vv uv i • ♦ova v 4.vvi - 07 54 23-THERMOPLASTIC ROOFING&COUNTERFLASHING - S9.2 RC2 C3 1C4\ (514) C _ /� �� 07 62 00-STANDING SEAM �� \ 4 \ �-+ Aft �� 1-- \ \ \S/""1 2 \1 METAL FABRICATION MTL-3@A, CF J Iso A3.22 CD CC CB C!'1 � A4.18 A4.18 5 A4.18 l \ / A5.57 07 46 46-WALL PANEL --------- 07 42 13-MWP C 07 62 00 PREFIN METAL 07 62 00-DOWNSPOUT6", PT-13 / 225'-0" 225'-0" / 1 COPING MTL-3 07 62 00-PREFINISHED TIO PARAPET \ TIO PARAPET BREAK METAL EXPANSION / I asset` i 07 42 13-MWP-C JOINT COVER / 1 I I I I 07 62 00-PREFINISHED architects �� FLASHING MTL-3 076200-PREFINISHED 217-4 J FLASHING MTL-6 _-__ 07 62 00-DOWNSPOUT ff h I I _ . ...... .... _.... .... _.._.. - -.._1 I 721 NW 9TH Ave, Suite 350 S12 8 6", PT-13 1 I --- �S13�.._. 4 . ! l -- - - - A4.22 Portland, Oregon 97209 � 211-2" , - � T (206) 340 9500 F (206) 340 9519 _ 4 TIO PARAPET 3 --- -._ Al ---,,,�_ 1 juk IV UPPER LEVEL _ __ _-� 208'-0" - - I -- -- (T.51- - - PHASE 1 TEM - -- I _ 1 �I I 4 TEMPORARY CURB 557 \ UPPER LEVEL . ., � � 208'-0„ A5.. I67 1 07 54 23-THERMOPLASTIC ROnFING CIVIL ENGINEER & LANDSCAPE - - • I + h ` nkJ\ &COUNTERFLASHING Cardno ll - 1 I I 07 46 46-WALL PANEL 6720 SW Macadam Ave Suite 200, I - - --- I Port#and, OR 97219 T T(503)-419-2500 197'-10" _ l ! ® \ \20 p sp RY _ ,._TI MA N A5.6d � � i , � i 1 _ \„/ _ M41 Mi,ai M�� T • �� , , f , _ . _�s � 1 , I f- -- -- . -.1.. .." - [ I 1500 NE Irving St, Suite 412 -,I - _ MAIN FLOOR Portland, OR 97232 jpi MAIN FLOOR 194'-0" T(503)-467-4980 194'-0" I 07 62 oa GUTTER PAINTED 07 62 00-PREFINISHED FLASHING MTL-5 MECHANICAL ELECTRICAL & 084313-PREFINISHED ALUM TRIM TYP. BETWEEN WINDOWS PLUMBING ENGINEER 07 46 46-WALL PANEL Glumac %-- COMMONS - ENTRY EAST COURTYARD - SOUTH ELEVATION \�,--- COMMONS - UPPER EAST 900 SW Fifth Ave.,Suite 1600 ( 2 ) 118" = 1'-0" 3) 1/8" = 1'-0" "In Portland. OR 97204 / .� V 118" = 1'-0" T(503)-227-5280 FOOD SERVICE CONSULTANT /\ pI Webb Foodserice Design SA ) ( C K (C M C N SN�/ � � SO SP Portland, OR 97202 ` A4.20 T(503)-236-8566 ` 07 42 13-MWP-C I I ACOUSTIC & AV CONSULTANT The Greenbusch Group . „/ Ai © A Ak.d A4.17 1900 W. Nickerson St., Suite 201 07 62 00-PREFINISHED 07 62 00-PREFIN METAL COPING MTL-2 A3.22 A3.22 Seattle,WA 98119 BREAK METAL EXPANSION l07 1 1 2 T 206-378-0569 JOINT COVER I &C4 23-THERMOPLASTIC H COUNTERFLASHING GSTIC ROOFING-\ A4.24/ - - - Aft 4.24 07 62 00 DOWNSPOUT 6" © 3 \ / I I COST CONSULTANT j • PATCH& REPAIR ROOF \ Construction Focus A4.20 A4.20/1 EDGE @ COLUMN I I I / 211.-2" I _ i 740 Almaden St. I (E)WINDOW Eugene, OR 97402 VJ VJ VJ VJ VJ VJ TIO PARAPET I 07 24 00 EIFS VJ VJ VJ VJ VJ VJ VJ VJ VJ • • VJ VJ VJ ..__IE EJJ / T 541-686-2031 _ \ \ - - • - _ 1 zaa' 2 - - _ UPPER LEVEL ftk 4 FJ E 1 E I r - - 20$'-0'� ( 1)1‘V-D Aket , A5.67 1 L ' UPPER AUX � vJ f • VJ �( 5 I (tk-5866� -� 1 201'-0" ,�1 - _ _ _ _ _ A566 W2 �+ © IZIP © © - - © Nl -..... .1 - * ► © \ MO 4D `. \ T - - - -- (E) SCIENCE S. EAR�il;eou � 9E . . - . - - g F __ _ _ � `, .; _ _ . . � �," - - - - - -- i - - --- ---- [ - - - - - - WING N- 19900" - l MA � I �� I - I \i SQA ,WA NN\\Ik - - - -111\ - \\4 MAIN FLOOR_ N,AL \ 07 24 00 ULTRA HIGH IMPACT EIFS - = - - - - 194'-0" A. ril I \ � 0 12 18 TO T-2"AFF TYP. _ 'N\\' II 1 I PATCH&ADD PARGE COAT BELOW EFTS _ _ - -- - \ \ \� _ ;FLOWER LEVEL PAINT& PATCH(E)CONCRETE \----- PAINT&PATCH 1871-0" Ar \- COURTYARD WEST 05 12 00 STEEL COLUMN, CORD WI STRUCT DWGS DEMO(E)STAIRS E CONCRETE 7/. EsCIENCE S. 1/8" = 1'-0" ,___1_) .. WING LOWER LEVEL A , 186'-6" '7 07 62 00-STANDING SEAM METAL FABRICATION MTL-3 4 A3.21 �� NB 41) ND N9 IN 10) 1N11� 07 62 QO-STANDING SEAMMETA �� \�� -\ �� i----- MTL-3 L FABRICATION CA @B, CC CD © 07 62 00 COUNTER FLASHING SYSTEM 05 50 00 PREFABRICATEDLADDER �F \SAS MTL-3, TYP BELOW MWP-CAk / / COL / A5.55 230'- 0 112" --_-- A5.53 230'- 0 112" 07 62 00-STANDING SEAM �r T/O PARAPET / T o T/O PARAPET I I \ METAL FABRICATION MTL-3 I A4 18 \20/ 07 62 00-DOWNSPOUT 1/ PT-14, TYP @MWP C _ / \5.5y 225'-0" L..: , . „ _ I I ! j TIO PARAPET T ❑ ❑ a 4 I I� I I T. CI I A5.51 07 54 23-THERMOPLASTIC ROOFING 07 62 00-DOWNSPOUT J I I - 07 42 13 MWP-C PT 14 I I - I f 074646-WALL PANEL I I I I I I 1 ‘i ‘ I 1 ADDENDUM 4/20/18 dik UPPER LEVEL • I III _ __ 07 54 23-THERMOPLASTIC ROOFING - - __� - - - - - -I - - T P A lul 208'-0" b 07 62 00-COUNTER FLASHING SYSTEM PHASE 1 TEMP. CURB I T ER 208'-0� REVISIONS DATE fa i mi MAIN FLOOR 194'-0" Ar MAIN ENTRY - UPPER WEST ; \ MAIN ENTRY - UPPER SOUTH ,% - \ COMMONS - UPPER WEST NEM _ , " _ t--0" 1/8" - 1 -0 �� 1/8" - ( 1 ) 118 - 1 -0 EXTERIOR MATERIAL LEGEND .__ 1- 04 20 00-CMU-1 TIGARD TUALATIN SCHOOL DISTRICT El!: TIGARD HIGH 04 20 Qo CMU-2 (C-,1 C5 C C7 \\ A422Fl 074213-MWP-A SCHOOL / \ �� / \ ('*(' 07 62 04-STANDING SEAM07 4213 MWP B MODERNIZATIOIN 05 50 00 FIXED WALL LADDER vim+ @i• S 12) METAL FABRICATION MTL 3 A3.29 ��7 1 ��71 I \� \� C3 (1)S9.2 i-9) 0.8 S7. 1 S7 07 62 00-DOWNSPOUT PT-14, TYP @ MWP-C - \ A4.22 ®/ \94 / 1- 07 228'-0" �� 07 42 13-MWP-C 07 42 13 MWP C 225.0 I A5.57 / 07 62 00-PREFIN METAL TIQ PARAPET 07 62 00-STANDING SEAM ' ii COPING , 1 METAL FABRICATION -� y _ I TIO PARAPET IT 07 24 00-EIFS 90a0 5W DURHAM RD. _____ 1 aiI I I �/ 07 62 00 DOWNSPOUT PT 11, TYP TIGARD, OR. 97224 07 46 46-WALL PANEL 219' 10 f JOB NO: 16992.00 - .=-__:- _=:IF. �� / - PT-12,TYP ISSUE DATE: June 19, 2018 I 07 54 23 THERMOPLASTIC I - I \ TIO PARAPET • I i I)I I (S 14) (S14) 07 62 00-COUNTER I ROOFING &COUNTERFLASHING I _ � 16 i. 1 Jurisdiction Stamp Area FLASHING SYSTEM \ 1 m I2-.-113,_6,, - - \_� \ _/ • A5.61 A5.63 \� A5.67 213'II6" jk_UPPER LEVE 1 liii "L._ �� I I 11-1 17 „ - - - UPPER LEVEL los-o - - - - 208'-0'� '-- FLEXIBLE CONNECTION AT' ' 07 54 23-THERMOPLASTIC ROOFING 11 DS OVER SESlMiG JOINT --\ NORTH WING - UPPER ENTRY SOUTH NORTH WING - UPPER WEST (-- N1 - UPPER NORTH SOUTH BUILDING - UPPER NORTH BUILDING', ) 1/8" = 1'-0" 13 1/8" = 1'-0" _J 118" = 1 -0" u 1/8" -_ 11-0" . ELEVATIONS "' jik MAIN FLOOR - . - _--� MAIN FLOOR W 0 194'-D" 194'-0" Cr) I- coo N_ ic W A3 . 15 WEST VESTIBULE - SOUTH 7 ----\ WEST VESTIBULE - NORTH 0- 12 1/8" = 1-0" 11) 1/8" = 11-0" Ak.4 // --- i/�1 " 6 `A4.21 1�-� -` �SA2 SB SH S SF SE SD SSC \S3 a S3.2 S4 S5 S6 S7 S7. 1 Sg SA (..S____,9, �� Ilk /07 62 00 STANDING SEAM / A3.22 L,ass6,tti - METAL FABRICATION I I I I architects © 07 62 00- PREFIN METAL 228' 0" COPING MTL-2 „ 1 A3.22 228 0 0 TIO PARAPET �� / 07 62 00-PREFIN METAL COPING TIO PARAPET A3.22 gh . I 1 I © 07 5423 THERMOPLASTIC 721 NW 9TH Ave, Suite 350 14 A4.25 ROOFING Portland, Oregon 97209 I I �A5.6) .. 1 ,_ . __ .II 221' S" T {206} 340 9500 F (206) 340 9519 III TIOPARAPET 0 1 I I IIT . . , _ 1 = I I ; _ I PAR . . _ -. CIVIL ENGINEER & LANDSCAPE A5.63 �_� Cardno I 6720 SW Macadam Ave Suite 200, Portland, OR 97219 1 I I 07 54 23 THERMOPLASTIC I I I T(503)-419-2500 p'S ROOFING UPPER LEVEL UPPER LEVEL / - -- - - - - --- - - - - „ - - -- - - - -- UPPER '_EVE STRUCTURAL ENGINEER G 208 0 I f 208'-0" Catena Engineers 208'-0" immumei I 1500 NE Irving St, Suite 412 MIN Portland, OR IIII 972 T(503)-467-4980 32 (E) GYM UPPER - SOUTH ROOF PENT - �- -.HOUSE EAST SOUTH BUILDING UPPER WEST AUX GYM UPPER EAST MECHANICAL ELECTRICAL 1 1/8" = 1'-0" 2 118" = 1'-0" ( 3 1/8" = 1'-0" 4 ,F „ & 118 = 1 4 PLUMBING ENGINEER EXTERIOR MATERIAL LEGEND Glumac 900 SW Fifth Ave., Suite 1600 \ �� Portland, OR 97204 S7.1 S7, \S__ S5 A3 21 S4 S3.2 1, S3 ) i' S2 .. T(503)-227-5280 S S9 S9 2 CZ Em � � � �-- \_____Y --� 04 20 00-CMU-1 FOOD SERVICE CONSULTANT i "pm Webb Foodservice Design \ \ 228'-0" !�! 04 20 00 CMU-2 g \ pm& 3700 SE Lafayette Ct. 07 54 23-THERMOPLASTIC TIO PARAPET Portland, OR 97202 / ROOFING I I / 07 62 00-DOWNSPOUT I • f 07 42 13 MWP A T(503)-236-8566 076200-PREFIN METALCOPINGMTL-2 / . 221'_5" / I \ I ACOUSTIC &AV CONSULTANT TIO PARAPET 07 4213 MWP B The Greenbusch Group I a 1900 W. Nickerson St., Suite 201 I,IW i I ! I• �. 21T-4 112" Seattle,WA 98119 illY 07 42 13 MWP C T 206-378-0569 I PI 1e 07 24 00 EIFS COST CONSULTANT U 1-1 PT-11, TYP I I 07 62 00 COUNTERL A5.51Construction Focus } I 740 Almaden St. FLASHING SYSTEM — 07 46 46 WALL PANEL Qi UPPER LEVEL I - I I I UPPER LEVEL PT-12, TYP T 541-686-2031 4Q2 208'-0" - - - - - — - - 11 1 2oe-o" AUX GYM - UPPER NORTH �� ROOF PENTHOUSE SOUTH 1144%, c,-----\\ .) 1/8" = 1'-0" 118" = 1'-0" ,.,....7- %..7LOR�YE!ate 91 !...., case SIM SAS �CK • CM) @_1\ ) ` SEA Eippi ,WA S14) , o I I I I �� 0 /2 18 So (*) T , I I 2 1 ' 1 IFe ' 4.24 A4.24 07 62 00-PREFIN METAL 1 COPING MTL-2 / /. ,,: 7 2 OD PREFIN METAL 214'_8„ -7.:-/_//y • I I COPING . 07 54 23-THERMOPLASTIC TIo PARAPET (E) SCIENCE S 211' 2" ROOFING I - - _. - INROOF 1-1 r TIO PARAPET ! 2ft-6" EVE UPPER LEVEL - - ' ' . ''74/7777/7 — - — - — P L 2081-01 PROVIDE WALL ASSEMBLY TO MATCH PROVIDE NEW PLASTER FINISH ON EXISTING: EXTERIOR GYPSUM (E)WALL ASSEMBLY TO MATCH BOARD,WEATHER BARRIER, HAT CHANNEL, EXISTING WALL ASSEMBLY FLASHING, NEW PLASTER FINISH, ECT. 07 62 00 COUNTER FLASHING SYSTEM M r--1,1E1 UPPER - WEST ,7- E1 - UPPER SOUTH Cl_9) UPPER PASSAGEWAY - EAST V_} 1/8" = 11-0" L 9 I 118" = 1'-0" 118" _ 1'_0" SA © S4 Ci 6WV S5 MWP-D, BOTH SIDES MWP-D, BOTH SIDES © 07 42 13 METAL FLASHING 228-0" I 228 0„ 1 ADDENDUM 4/30/18 A3-22 � _ , SA @IE. SD ' SE F ,SH r REVISI N DATE Q7 62 00-PREFIN METAL I A3 22 -! TIO COPING TIO COPING OSCOPING MTL 5411) �� . f� -- MWP-D, BOTH SIDES OF WALL 221'-5" __ - 0_ ...$ 219'-10" I I' \_ 0_ 0 __- 219' 10" 1. TIO PARAPET 219'-10" TIO COPING 1— - '- - - — � I � - I :�. - � - C' - ' I -- ! - 1 i _, __ I _. .. - - - [- - _ - -� _ .. I ___ _ I , 2104 �- _ , �12 I p J, J I, A5.51 I � .: '� . __,.. . •, , .. , :. A5.62 - I i-, _ _ _______ - -- - -- - - - -1 _ - - — - - - -U 'PER LEVEL - UPPER LEVEL UPPER LEVEL - 208-0 ' " __ ____ ._ - 208'-0" 208'-0" li �f AUX GYM - UPPER WEST r� UPPER MECH SCREEN - WEST UDR MECH SCREEN - SOUTH 1 ; 1/8" = 1'_0" 118„ = 11-0" 31/8" -- 1,-0 TIGARD TUALATIN SCHOOL DISTRICT 6 4111 CE o �D 1---C-C\! r-C-E3- ) TIGARD HIGH A3.21 — �, ,1 _ SCHOOL 1 S2 S3 S3 2 S4 S5� I I I _�, �� s6 SS7. 1 MODERNIZATIOls ___.,c_./ / 07 62 00-PREFIN METAL COPING I I I 07 62 00 DOWNSPOUT 9000 SW DURHAM RD. 221 -CYO I I I I AI A5.58 I I I 3 - I Akio. REUSE(E) DOWNSPOUT TIGARD, OR. 97224 _S A4.21 07 62 00 DOWNSPOUT A4.21 CONNECTION, TYP THIS FACADE. \ JOB NO: 16992.00 DIRECT OVER SEISMIC JOINT& 1 T/O PING L 07 fit 00 DOWNSPOUT ONTO NEW NEW ROOF ISSUE DATE: June 19, 2018 _. ' - \ I 1 1 ,I - Jurisdiction LII Ju sdiction Stamp Area A5.639 r I I I I r13'-6,t 07 62 00-COUNTER �_ \\ II 211'-0" FLASHING SYSTEM 07 5423-THERMOPLASTIC ! ' I ROOFING UPPER LEVEL _ _ -- __ __ I NN.' UPPER LEVEL `� V 208'-0" - -- 07 54 23-THERMOPLASTIC I I 20$'-�" WRAP ROOFING UP TO SEISMIC JOINT ROOFING Iltk MIN w AUX GYM - UPPER SOUTH (-_ MAIN GYM r UPPER EAST ) 1/8" = 1'-0" 15 BUILDING 118" = 1'-0" �, ELEVATIONS c w U) 63 co N CK w A3 . 16 a. ( Q9 SSP SOS ASN SM0 SJ @_0-1 SG SFS SES SD SSC SB SAS H CF CE ,CD ,CC @i) CA� I architects N. 1 I I I I I I I 1 I I I I I I _ 721 NW 9TH Ave, Suite 350 I I . '�- .-; I Portland, Oregon 97209 I I I I I I I I I I I I - _ _ I 1 • ■ , T (206) 340 9500 F (206) 340 9519 - a 1 r _� III „,. 1 Lumm.m.mmummili1T' i ' i I`�`�. II I I I I I I I I I I I I I I I I li I I I ' € i i i i i i I" r 1 1 1 1 1 1 I I I I i '� I 1-r-, 1 l I ' I i f Ii _,.. -- 1111111! II IIIililil1111I111111111111I III I I I I Ill I I I I 1 i i i i i i i ''�Iilili11111 1111111 1i1i { 11I11111111111i1� 1i111i1 I I I I II VI I I I III 11 11III 11 11111 1 ! 11111 1 1 1 1 I6200C IIIIITII � I � TillII� 11111111111111 IIIIIIIIIIIIIIIIIIIIIIIII111 �1111 IIII � III � IIII IIIII IIIIIIIIIIIII 1 1 1 1 1 IIIII I LASS ZOOM ■ �� -- CIVIL ENGINEER & LANDSCAPE I I IIIII I I I I I I I I I 1 1 1 1 1 1 1 111 '11111 , 1 , 1 ,1, 1 IIIII � I � III , If1 , 6111 , 1 , 1 I IIi1111111 ; 111 1 , 1 11111 I '— ■� ■! fth Cardno 1 1 1 1 1 1 I I I I I 1 1 1 1 CLASSRnnllu-_ I I — _ _ _ _ !- _ S..1►• *. .I.,.4• ••tom ��-t• +t ,.!..,....'I' .,..• . . .1 1.` 440. .�.- 1 - I l i : 11 I C I I 111111111111111 i1 i 1111 1111 1 1 1111111111111 I I I I I I I I I I I 1 111 1 111111111111111 . 1111 11 i I 1 111 11111111111 I I I{ 1111111111111 III 111111 I I I I I I I I I I I I L I 1 N203 ■ UPPER LEVEL - — - — - — - — i�i�i�i�� 1rdiiii's�i�Pi�i�i�i�i4�i�i�i�i�`� i�.r��,'i�>:i�i�0i�ih�i�i•:�O�i� 't'i�i�i�i0� - - F C I „ 6720 SW Macadam Ave Suite 200, S205 _ I . r I I I 1 208-0 Portland, OR 97219 jik UPPER AUX - i ' I 1LJ .' I I i�Ii I �I 1 vvfuu I , = _= : 0A FI 1 11 CE rr" I o T(5D3)-419- 250D 201'-0" I" 1 ( 1 ! I r - - 1_____. =_ ___ R COMMONS = f 5 C R CE k 1 -- - W105 ��- rasa £ = r II STRUCTURAL ENGINEER I f 1 i I i I I 1 1 ,� _ 1--7'—--- -- - • I i ' I A11 A 0 A106 MAIN FLOOR - - - - - - - - L...< - � - - - ,� - - - - - - - - Catena En Ineers —CORK- - - '� I I I I I I ! I I �' I I I I— -- -� 1 { 1-1 1 1 i I 1 : 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 E 1 1 1 1 1 1 r 1 1 1 i - g`� 194-0 1500 NE Irving St., Suite 412 A } - - - - .1 {1C�A ... 1 — — Portland,OR 97232 ak LOWER LEVEL - - 1 I 1 1 1 1 1 I 11 I f 1 1 1 1 1 1 I f l _ I I l l I I I 11 1 1 1 187'-0" 1_11111T`I ' - �� _tel 11 I I yl 1 1111'""l l 1"v1 I I�I I I—`1 1 IIII 1 1 I 1 III 11` < 11 I III III-1 11— 11 1III III I I 11 III III1 Ill01'111 III—III— I-11- 111 -III- 11-111-111- 11-111-111-111_ _I — — T(5D3}467 4980 i � l—III 111 III 111, 11 11 jl _ 1 _ 11 I I I I I I I I I 11 I I111-111-111-111-111-111-111= I I 111 I 1 I 111 111—III 11Ill # 11--111 III 111 111 1 I I 111-111 111111—III 111 111 III 11 I 111 111 111 I 1 I III 111 111 III III III III 111 III 111 I I IAI 1 III I 1 I 1 I I I I l 111 111 111 III III 111 111 111 111 III 111 111 III III 111 III Hi 1 111 111 III III 111 111----111----111-1 I MECHANICAL ELECTRICAL & PLUMBING ENGINEER OVERALL N/S SECTION Glumac 900 SW Fifth Ave., Suite 1600 0 1116" = 1'-0" Portland,OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 S E Lafayette Ct. �S P� SO S N *1[1 �E ND0 NBNAI Portland,OR 97202 } T(503)-236-8566 0 IIIACOUSTIC &AV CONSULTANT N D NC N B NA The Greenbusch Group I I I 1900 W. Nickerson St, Suite 201 I I I I Seattle,WA 98119 T 206-378-0569 I I I I 1 _ COST CONSULTANTI `! Construction Focus II 740 Almaden St.5Eugene, OR 97402CLASSROOML CORK CLASSROOMI --- {;. :: T 541-686-2031N210 N200B N206 711111M111.1•1111M117.111111111111"2ri (:UMNU'I' = � �=- © _ m■L]li-------1.: 1---" ■■ Y UPPER LEVE- UPPER LEVELSIENCE 1 I - _�� 4 I208-a V I DRAWING I I _ ■ 208-� s203 3202 �: = El 1 . - . - - r UPPEROAUOX .. ■■■ `�I ELEC IDE CLASSROOM I 1 - _ - =;;: 0 LOBBYiVT'....-SN109 X1108 .' N105 _ - _ IIIY� �y N 101 e ■■■ OkV):b 41? in ;�,lya 1 ■ C7 iARNEM�CUI`ACMAIN FLOOR — = I I CORR r CE' �g I ','.;::4-'... ,'''''' - - '��: �1'�, MAIN FLOOR t — 1 I I 1 I 11 194-0i = --= - fl I _ sWr ;" — 1T-111-111- 11-11-1 194-0 1 I I1 ! 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I I I I I I I I �I-1 1 I I I _ ------ I , . ------ _ - _ - I 1 i 1 9000 SW DURHAM RD. 1 • � - TIGARD,OR.97224 ...••%.••.$ .• •4AO.,ID••••l•it►.. •..,►,�.`�_ • ..t.qt.. • •• ;.'•.4.. re ••.4 - _ - ..• t 1 • r l L,UMF'U I tit Ai Mil il •ii i�.�." •i,i"i'i�•i•.?•• •.-*I•:4;r 1N "4""• - _ l -, 4,. JOB N0: 16992.00 I I I I I , - 4•i41%,Iv, ri'•400 i i;ii•:"i i�iii4i��:w� •i �i�.•��•y.+.•�i��►i iti�w•i1�i� •i i' � i =1 1 y• .. • m m GRAPHICS ❑ �.�.0 ►2.2.2.��2.��.2.2•S••4!p• .•..�.`.►�.�•A `t." �AS,•! 'N9 iN101 (N11) I bassetti architects CT_'Y 1� N2 N3 N4 N5 N6 N7 (I) I r ii a 721 NW 9TH Ave, Suite 350 - i Portland, Oregon 97209 i 1 ' T (206) 340 9500 F (206) 340 9519 l [1:-%. 116- 1:—'- it '- . . . , �� .7 1 1 7! . »• ' --.•1-)a I %�M-</� • ��I II • ,i jk UPPER LEVEL I Ill,/ 0))))))21•W-a • i ;IR ' L. ' • ' 11 ' �• > • �.›Ag--__.,, •wr41%-; 'v. ki }� , � • »>•»�� , y}�I`'•`,}•'?�}>>'i''•` )i•'�; ;'��A• / ,• • .,,91»>;�M ' N2 ` A I I I1111IIIIIIIIIIIIIIIIIIII1• CIVIL ENGINEER & LANDSCAPE 208'-0" - - - - - - � - I ' 1 I Cardno I I = ' I - _9I iffI Portland, OR 97219 II r p 6720MacadamAve Suite 200, 1Zr E$1 CE2 »'�»»' L �� ' ' ' I� • . ' �E ` - ' . . e N • 0 Q Q T(503)-419-2500 di MAIN FLOOR ,_ 101 I N106 ! , > " »»»»» " 'I _ 41-1 194'-0" -111 I I 1 I 11 111 III III I I=1 11 III I I I 1 I 1=111 ! I 1=III=1 I I — 11 1 Im I 1 I 'II I I I 11 I I I ' I 1 I I 11 H— ) 1 11 III H H H 111 M I - 'H I 1 I\I I ) H I I H III-11 —III= STRUCTURAL ENGINEER 1 11 111 1 11-111 111 111 1 I 1111 111 111 1 11111111 111 1 ! 1 111 111 111 ! 1111111 111III ! I 1111 111 111-111-111 1 ! 1 111 1 1 I 111111 11 -11 1 I 1 111 111 111 -111 -111 111 111-111-111 1 1 I 111 Catena Engineers 1500 NE Irving St, Suite 412 Portland, OR 97232 T(503)-467-4980 NORTH CLASSROOM SECTION MECHANICAL ELECTRICAL & 1j 1/16" = 1'-0" GIu MBING ENGINEER c 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT S2 S6 S7 IC 1� �C3�/ C4 @__6� � � S3�1 S3 2� 4 S5 S6 S7 S71 S8 S9 S9 2 Webb Foodservice Design / � _ I� \� 3700 SE Lafayette Ct. YT 1 1 Portland, OR 97202 I T(503)-236-8566 I I I I I I I / I I f I 1 / ACOUSTIC &AV CONSULTANT 1 I The Greenbusch Group _ - - - - - 1900 W. Nickerson St., Suite 201 1 ' . Seattle,WA 98119 I I — g I I 1 I I T 206-378-0569 II Ifaumm• • • • A. • • 1 • I I I n n - c COST CONSULTANT 1 F71 ri 7 , p t - � Construction Focus 11. II - Ii1N - 740 Almaden St. —` f l j - — Eugene,OR 97402 I I I , i _ I I ;{: • �' I 1 I UPPER LEVEL I — 1 1 J11111111II , IIIIIIIIIIIIIII - 1 I - _ I_ - SUPPER LEVEL T 541-686-2031 80„ -I i 'IHI.. IE c _ - -. r - - - - - - - - - - - , - - - 208'-0" Ar ._.,. I I I=-- I .. .�° ", - ter,■ - _1 _...., _._...--- ❑ 1 — OFFICE OFFICE �� _.. - .�„■r„� [ I I UPPER AUX �,D Jr—1 I ;.� COR TOR. 1a- - _ CG: . -_a a 'gar.' - - , V IAlli Mg .. . - _ a ! ' ! ' — o I = a 201 -0 , I I_. t - - . 1 4-I JV101 102A i .- ,i. G, , _ ,., mg._ 1 I E107 E103 �, 30 I 1 Illi �� W�b I I — `� i �- a 1 ` i ' � _NI : _ _ n J 1 VV10 I I W109 I ® - _ MAiN FLOOR TMAIN FLOOR - I ! ` �I ■.,.�.., � 1- -- C"1 L()Ri�£McCDIrAC11-1 194-0 � 1III 1II II II II II-111-II I 1 1 1 1 1 1 111 III I I I1I 1I III 111 111 IIIT 1 I I II I 1 ! , III II 1 1 III 11 ( ! 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Q E115 E100 - 194'N - - - _--AUX-GYM_ _ _ _ _ _ MAIN FLOOR__ 11-1 , I 1 1 11 111-11 1 1 1 III I Ii III W005A I wo05 I - ORS GIRL-St R 1 I j_'. - 1 �I1 -11F1-1rr I�IIOOOA woo � T _ = 11 III IH—IH—IH—HI-11 LOWER LEVEL L � � ` - 141 — U� _ Li87'-0" 11 11 11 111— 11 I I111 11-111 1I 11I 111-111 I I 111-111 (11 111- ( 11 1 111 1 1 I 1 1—III11 111 111 111 111 1 1 111 1 1 111 111 III 111 111 11 At REVISIONS DATE AUX GYM SECTION E/W 4 1116" = 1'-0" TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH , --..„ r . SCHOOL (s- S2 0 S3.2 S4 S5 �S6 �S7� S7.1 S8 S9 S9.2 (S10) (S11 ) (S12) (S13S14) ___} �-� - - - ... - MODERNIZATION I 1 T I I I I I I I / I i \ I I I I I I 9000 SW DURHAM RD. TIGARD,OR.97224 I I I I _ II I I I 1 I JOB NO: 16992.00 0 � s _ ISSUE DATE. June 19,2018 I , . ii-1 • 1 i Jurisdiction Stamp Area ■ r :. m iI I ! I — I • thI I�I LLhtI ( -RI DO - t CORR W��, -� i a �° ,,��,� _ ;�, ;'._;' I Lk UPPER AUX _ - � F_-_ � I_ �i II 1 113 - I w200 � , ",��,�E�� :.,�.< .._:,� I - - ;: WING MAIN FLOOR SCIENCE S 11-2 2011-0" I I I w l =MI- =1 -----4 - OFC 199'-0" 1 ,;;'i'' 111I1IIIIIi1111IIHiI s . L.-.-.*.. ..-! .,� i r _ _- &L �L _p' I L7 �' 1, 246C I ---■s —_—_�i I;i, - A I . .c, tt.. r.a:,�nr . I_- R W ' I II l "'•rte--:�N—r—� >> ,� / J'._..=-:1� __ _ III K 1 ,a. ; ti, e Iti» .; . r` . ■. _:,- WING LOWER s-� r-rr--=—; • ii�iui�i�a�%.��-.I'...,r�i�i+X�i• '�• i �i�ii�' — \Ipl'O 7B 731I i�—��i'i --■ LEVELLOWERLEVEL:a... -- �", � ■■�■ - I, , "'� IE�: �� - .— iii■ — — — — — — — — — v 187'-0" I r II I I I=I 1 I- III 1 1 1 III 1 1 1 1 - I I I—III I 1 I l { III I I 1 1 1 II III- III 1 111 Ill III 1 1 1 ill III III 1 186'-6" OVERALL I I ! HI I I� I I II IF� I I I I III II I w BUILDING N Co SECTIONS Eyi 66 SOUTH WING CORR. ENV -6 1116" = 1'-0" co wIf_t A3.22 o... * NA ROOF EDGE&FASCIA Cr._ / SEE bassett! el- PER PLAN 4'-O" ,7/ r � architects � I A T O FASCIA - - - PER ELEV I 721 NW 9TH Ave, Suite 350 IV ROOF TYPE PER I 11 A A • I 1-" � Portland, Oregon 97209 ROOF PLAN ,�. T (206) 340 9500 F (206) 340 9519 RC-XX ,iii I 1 ___L � J , ,; .. � CIVIL ENGINEER & LANDSCAPE ---�— - ---- i _ R _L - + . T O STEEL _::: . i L., , i ===- / ROOF EDGE&FASCIA NBNASEE �� _ 3 NA bassett! .____, A5 54) architects ROOF- di CEILING T O FASCIA ,=)[ TYPE PER PLAN ROOF I -- PER ELEV I CEILING �RG XX '• • _ 721 NW 9TH Ave, Suite 350 ''!t ~ Portland, Oregon 97209 PER 4., 2,�r, 1��,r V ii, T (206) 340 9500 F (206) 340 9519 PLAN ROOF EAVE& I 1 t„.• f 'ti I I I FASCIA SEE ■■■ I - I I=' C RC) I • 2 .. 11 ► . A5.54 - 1 • •r -� . CIVIL ENGINEER & LANDSCAPE —�' - T05TEEL Illw-Mill — Cardno - 1 - 1 _.__ --i__-- - - — — - - 6720 SW Macadam Ave Suite 200, ,SAM 0. O O I PER STRUCT Portland, OR 97219 i� --� I� - T(503)-419-2500 Wr_ 0,,t_ • _ ,_,...F-.4 _ _ - - — - - - - - - T - - - - - - T o STEEL STRUCTURAL ENGINEER 0. + PER STRUCT Catena Engineers 01 1 7 1500 NE Irving St., Suite 412 METAL WALL PANEL PER it - FIBER CEMENT Portland, OR 97232 °� '- ELEVATION �:♦� WALL PANEL T(503)-467-4980 + _ PER ELEVATION PER PL4N � I ►' ` MECHANICAL ELECTRICAL & ~— I PLUMBING ENGINEER gmlhm- (* W -It 7 Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 -) WALL) TYPE PER PLAN 0 I T(503)-227-5280 . __ FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. CEILING PER 1 g 1 = Portland, OR 97202 RCP ► - I T(503)-236-8566 • .- ----7: . ACOUSTIC &AV CONSULTANT 1 -- WALL TYPE The Greenbusch Group 1900 W. PER PLAN I Seattle,WA Nickerson 98119 St., Suite 201 =l -I '- T 206-378-0569 .4041•2\ I , -1 _ . f • 1 -- COST CONSULTANT Construction Focus ALUM STOREFRONT PER 1 0 740 Almaden St. ELEVATION&SCHEDULE Eugene, OR 97402 • r Nr1-17 T 541-686-2031 .,/ 4'YA13446C - • CLASSROOM LORNE NteCONAC 'e 08 43 13 ALUMINUM ease 91 FRAMED STOREFRONT a ' • T SEA E,WA Li 155 I 0 /2 18 WINDOW SILL 5„ 1 9'-2" 1'-6" 8" &ROOFING / ir TRANSITION I WINDOW SELL& \ - ROOF EAVE ` ROOFING r' I (�it SEE 7TRANSITION SEE ROOF EAVE �- SEEUTTER - f ; &GUTTER ROOF , ,r 1 1 ROOF CEILING SEE • 92 1 8 - PER,j' ROOFING PIAN V‘54_5.50} j T RC XX �.4 ' _. •._ - .. - �I`( I z - - - • L A5.56 FLOOR TYPE o PER �i I �r i -ae' - T O STEEL :� - - V iti dci T1 PLAN 4 111 w r ��'1 - PER STRUCT _ • _ ►��II'- i1! ��- -- -- T O STEEL ' E 114 - __ _ PER STRUCT � + - 07 21 00-BATT INSULATION CF__CD �� R 38 WI VINYL WRAP&PIN / 7 _ - 0 - H • Y ...IT ATTACHMENT ► - PP V L '1 d • . . \.rt - - - - -in. . :, . . - - - - - LE E - -I —_ - _ P LEVEL UPPER ° ` - 11 -� LE + 05 12 00 STEEL BEAM. 0- �s 208'-0" y UPPER 208'0" . t-`„; - e COORD WI STRUCT DWGS =' If II I - i 1'-6" 1' 0"" i JLi SOFFIT i .. I - �� 05 12 00 BENT PLATE, .,, - I ; . •,,. • , . .-...... _,,.. ., , •.. . „ , COORD WI STRUCT DWGS �N :-- . ._._ , .. - _....._ — SOFFIT PER RCP 01- - 05 12 00-BENT PLATE. I PER RCP 05 12 OD-STEEL BEAM, COORD WI STRUCT DWGS - 05 40 00 8"METAL STUDS COORD WI STRUCT DWGS =1107 46 46-SOFFIT PANEL 05 40 00-3-518"METAL I ' STUDS 1117.__ 07 46 46-SOFFIT PANEL 05 12 00-STEEL BEAM, 08 43 13-ALUMINUM COORD W/STRUCT DWGS . \ METAL WALL PANEL PER z, FRAMED STOREFRONT J ELEVATION 4 . J . STAIR 61 At REVISIONS DATE .- ' ST01-1 - _- I • L CEILING PER N ----- I -40 RCP 1'-4W 16 . r118" MI 1M r . _ , . : _ , , ALUM STOREFRONT PER ELEVATION&SCHEDULE � --- .4. r . • E ,,7_-- �, - CONF �- 07 46 46 WALL PANEL TIGARD TUALATIN SCHOOL DISTRICT A102 I : 1 TIGARD HIGH ... : WT 1 oE ► = SCHOOL itn WALL TYPE ' = WALL TYPE PER PLAN - PER PLAN : - MODERNIZATION . =i - -' \ T 0 CMU 0 T 0 CMUdh 9000 SW DURHAM RD. ■r I I PER ELEV i • A PER ELEV TIGARD, OR. 97224 CMU PER ELEVATION I 0 -- 04 20 00-UNIT MASONRY JOB NO: 16992.00 - . 1! 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I 1 •-� Cardno mom ... _ - I I — — — = 6720 SW Macadam Ave Suite 200, —� I Portland, OR 97219 I I \ & / - - / ` >,nA . / '+ _ } 1.1-.1_1 T(503) 19 2500 T 0 STEEL 0_ il • ,_,_- .30.;; ..„....... ... _ _ _ _ _ _ _ _ _ _ _ _ _ T O STEEL0_ STRUCTURAL ENGINEER L11131111— i! .:�- II. PER STRUCT • �� "__- _ �' Catena Engineers j_ - PER STRUCT 1500 NE Irving St., Suite 412 I I ;T ' • ) i Portland, OR 97232 .- METAL WALL PANEL PER l T(503)-467-4980 ELEVATION I S ■ , MECHANICAL ELECTRICAL & 0_I ) i ) PLUMBING ENGINEER ) WrGlumac 7 ; 900 SW Fifth Ave.. Suite 1600 • WALL TYPE �� - WALL TYPE Portland, OR 97204 •� PER PLAN �� PER PLAN T(503)-227-5280 41 - � FOOD SERVICE CONSULTANT �� : } �� __ )` PANEMETAL WAPER Webb Foodservice Design � _ R . --- PANEL PER � I -- ELEVATION 3700 SE Lafayette Ct. Portland, OR 97202 CEILING T(503)-236-8566 PER CEILING PER RCP RCP ACOUSTIC & AV CONSULTANT The Greenbusch Group i 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 Q _ T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 CLASSROOM r ALUM STOREFRONT PER - STOREFRONT PER ELEVATION& T 541-686-2031 PER ELEVATION & SCHEDULE SCHEDULE CLASSROOM C LORYE'.13CC0NAC i ease 49t >, .44,SEA E,WA I00 /i2 18 WINDOW SILL AT • ROOFING SEE 1 I WINDOW SILL AT - _� ROOFING SEE {I A5.57 ROOF CEILING `• �� ''' ROOF CEILING FLOOR 1 TYPE PER ROOF EAVE& , I� r1) TYPE PER3' 2" 8" RQOF EAVE& FINISH PER ■ 2'-6" 07 54 23-THERMOPLASTIC ROOF PLAN 2'-0" 1`-2" 8" 1 A5. ROOF PLAN i FINISH I V r GUTTER SEE �1 - GUTTER SEE ROOFING i i 2'-0" 1'-2•11'[ -2" " 6" PLAN (`i C RCD Z e „ j ►1ti!, RC 1 T A5.56 f = X1I` 1A5 FLOQR -' - T O STEEL Or FLOOR �• I I 1 i r. ... ,i "t; T 0 STEEL dh CEILING i-.3 I TYPE 8" II yea CEILING _ ^'r , " �,i - i PER STRUCT PER STRUCT 1-1 IP PER I TYPE PER - r III PLAN I 9,111 PLAN � L - A - - - 07 21 00-BATT INSULATION _r:1"--41.--1 1 9I - CO -I FC ►1 R 38 WI VINYL WRAP& PIN UPPER LEVEL W _ ATTACHMENT 1 =-. UPPER LEVEL AL s .• • ° - . :� - - — - — - - - - 2081- bassetti NE N2 11\j1.)1 architects 721 NW 9TH Ave, Suite 350 I I Portland, Oregon 97209 ROOF- CEILING T (206) 340 9500 F (206) 340 9519 TYPE PER ROOF- ROOF PLAN ROOF RAKE CEILING i SEE ROOF PLAN I I �� TYPE PER 4'-0" 0, I RC-XX I CIVIL ENGINEER & LANDSCAPE 3.-0° 1'-0" 1 _ Cardno i JGUUERSEE _ --�-.-. I1 , II . . IIIII IA5.55 I I €_I I I I I�. _ I I I I L ' UtL :t - III € I" 67SWMdamAveSuite200, III IIIIIH € YIUII- -�� - _ k-::3::::::::::::::::::::::::::::::::::::::::::::::::______ T(503) 19 2500 ■ �� I I I I I I I f f I f i . _ _ TOP OF STEEL ■ ■!■■ ■ =� A5.56 __ r SLOPE STRUCTURAL ENGINEER ■ ■■■!■!■■!■■■■■!■■■■■■■ ��i■s,,---,.�� I f f Catena Engineers U. ■■■!■■■■■M■ 1 _s TOP OFSTL ` / - 7 - - f- - \ - E� 1500 NE Irving5t., Suite412 t------ �r `- Portland, OR 97232 AT GRID " ` - _lid 1-______=�; `� I �� I, ' -'�• T(503)-467-4980 II �qv �, - --- --�r,r" — MECHANICAL ELECTRICAL & r -- PLUMBING ENGINEER i J i I I -� sumac 900 SW Fifth Ave., Suite 1600 i - Portland, OR 97204 T(503)-227-5280 I I . --,--,-., "/1116- I ) I y FOOD SERVICE CONSULTANT 4.-0" I Webb Foodservice Design CEILING I - - 3700 SE Lafayette Ct. PER RCP • - _ Portland, OR 97202 i METAL WALL PANEL T(503)-236-8566 • PER ELEVATION ACOUSTIC & AV CONSULTANT The Greenbusch Group CEILING1900 W. Nickerson St., Suite 201 M PER RCP Seattle, WA 98119 E T 206-378-0569 I ALUM STOREFRONT& - COST CONSULTANT SUNSHADE PER t. CLASSROOM ELEVATION & - Construction Focus SCHEDULE �; 740 Almaden St Eugene, OR 97402 m ' I \ ' - L. T 541-686-2031 Ei IALUM STOREFRONT A� PER ELEVATION & �� ` I CORR SCHEDULE 4'-0" / / . c LOR.4E SteCONAC rel erase _ 9I II N • ' ASEA E,WA 1 �o 0 /2 1B •.. - `'Ni FLOOR ; 'i FLOOR 41p FINISH PER t• FINISH PER I I F N SH PLAN I : I FINISH PLAN ly . � ■ FLOOR -ra•, 1 ) ALLPE FLOOR 4 - III PER PLAN TYPE I I TYPE I i PER II / PLAN WALL TYPE PLAN PER PLAN FGXX 1 / jh UPPER LEVEL , �� , , Iy _ - - - _ CZO. # •. l . _— — I 44,.; UPPER LEVEL 2081-011 .: -�+ , _ _ '� �9 \ , a - . .. • - - _ - • r- - - aa� •p a - - - + _ ° + � : -' -.• 208'-0" '.. a A 6•'a _ d e a- -a -1 ) I d• .-• 4^ -r ' .. - ._ - _.14 :pm' l A:I : METAL WALL _===== r 1 + - +� PANEL PER - METAL WALL S2 PANEL PARAPET 2 �� CMU SEE PARAPET SEE PARAPET SEE 1 5 11� A5.5 A5.51 I T 0 PARAPET A5.51 I: ROOF-CEILING TOP OF STEEL / TOP OF STEEL TYPE PER I ROOF CEILING I III — ROOF-CEILING - ,iI,1 ___ ��, III - �_ rise ,,IAI' �I II: PER ELEV TYPE PER I I PER ELEV la 1111 ROOF PLAN m� i —� � I� A ROOF PLAN ;■ ■ `r TYPE PER I �� PER ELEV architects Ii11,1. RC-XX _ T 0 FRAMING \ ROOT= PLAN F A Fit- - ('—. I ERC � ■ T 0 CMU r - T O CMU i; Cc-xx) r - _ 1 I iI . ..t1 -„_. ilk- - I ' 1 11 –f tu LJLJLL ... 1■■■■■■■■■■� _ ■■■N:: ■■■■u■■■■�� L:L1tW _ kJt3 'JLU±flJ1 mu4 I Portland Oregon 97209 TOP OF STEEL0_ TOP OF STEEL �/ I g I PER STRUCT �� t - — \ _ f , / \ l \ / , / / \ 1 / / �' T (206) 340 9500 F (206) 340 9519 out f, IISil PER STRUCT METAL WALL - PANEL PER - Cardno ELEVATION ,\,(7,, f9i r- ,% �!?n CIVIL ENGINEER & LANDSCAPE tant I I 7 .`.-,u Ci u �: ::, i - 6 20 SW Macadam Ave Suite 20Q ��(un�lu6un u • u • u aunu[luu uuuut;IUuuuuuUuuuuutuur — T E I' I Portland, OR 97219 CEILING i— — 1 1 T(503)-419-2500 CEILING PER RCP •I ) PER RCP - -I— CEILING I PER RCP - f I L•• STRUCTURAL ENGINEER 1 - 1 1 �_,. Catena Engineers 1 1 1 1500 NE Irving St, Suite 412 nii IIII�I n�u I numnn HE mmimnioii I �.�� { Portland, OR 97232 ELEVATIONE 1•01.- T(503)-467-4980 05 40 00-3 518"METAL ALUM I STUDS I I MECHANICAL ELECTRICAL & STOREFROM - 07 46 46-SOFFIT PANEL PLUMBING ENGINEER _ Glumac � PER SCHEDULE �- •- � I t 900 SW Fifth Ave., Suite 1600 08 11 13-EXT GLAZED STEEL I i Portland, OR 97204 EJI I i- a - � DOOR �, I I T(503)-227-5280 r7. � FOOD SERVICE CONSULTANT 1 I Webb Foodservice Design 44:10110, ..e. '<>" 3700 SE Lafayette Ct. mom, '— u i� I I !'1 Portland, OR 97202 WALL TYPE CORR 1 0 I4 T(503)-236-85661 5Q3)z3s s5ss PER PLAN ii I I ACOUSTIC & AV CONSULTANT =I l,„ I 1 �; CMU PER The Greenbusch Group r_ ELEVATION 1900 W. Nickerson St., Suite 201 1 _ I I -, Seattle,WA 98119 mild- I !_ , T 206-378-0569 . . I _' WALL TYPE COST CONSULTANT I t , ' = I I 4.1. PER PLAN Construction Focus I 740 Almaden St. - T O CMU0_ - I I Eugene, OR 97402 T 541-686-2031 • 1 1 PER ELEV — - r.` I I Fill' I I I , _ CMU PER I f I I'I ELEVATION FLOOR 1 I 1 l -- FINISH PER I �` - FLOOR 1 I ' �� FINISH PLAN FINISH PER WALL TYPE FINISH PLAN I 1 C? LOR.Al !4CcCOSAC I - I WALL TYPE 08 71 I I eese t �% - PER PLAN 00 THRESHOLD PER PLAN FLOOR TYPE FLOOR TYPE I I FLOOR TYPE 1 �I _I a PER PLAN - PER PLAN -- -, PER PLAN -- 03 30 00 SLAB ON GRADE f I _ II 1`. , SEA E,WA - -xx � �_ :� I � � �-xx� 40Q j -.,,1 MAIN FLOOR i MAIN 4 _ i - -AAA _ - - - - - _/ MAIN FLOOR i M N FLOOR ° < 194-0 ; . _ p �., 1 ,_0�, . '„ 9 . ° . . = - o �2 1 s 4 I-- a - d,8112 . ` .. - - d - •- ` .s em - --- . d - a, _ - d• _ �� - s 112" �� d A I I I 194'-0" -. ° -S 49~911.1 , mmoul . 4:4- d,. 1� �� •�* - -a �, r 7, y - ' _ �. -� .w�'i -n-` ° . ----•-,/— rl I rr``- a U � - , • ii e . • - ,,,,:i._ 0, I mo' telie4-4, � • s -dI I — w .�-a - • r I� ��0 w. 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I I I I �'" �v ��vl•I — ,e tet. - • 6.- 4.1.4401 I :=' �� `�• 1� e s� ‘10.:04111W.01).0710'' ` Nr I— { ~ _ ° ' 11 6 le Os Iii Ii1--'-III iii 1`' ' '"I III 1_ 111 _III III III II III III III III III III III IIIIII 1II 1II Ili _III II II I1= - WALL SECTION - MAIN GYM WEST CORR (----- WALL SECTION - GYM CORR W WALL - CMU WALL SECTION - N2 N WALL -S2/CC ) 314" - 1' 0" �,�� 314" = 1'-0" i � 314" = 1'-0" - - PA APET 1 S_, PARAPET EFIS SEE W/ S6 EFIS SEE WI 2 (A5.51 �2� T 0 PARAPET A5.51 T 0 PARAPET - ` ■ f� — — PER ELEV _ I�_.�_ — _ ROOF TYPE PER — — — — PER ELEV ,I M:1!J — T O FRAMING ROOF-CEILING I 1 ' ROOF PLAN +• — TYPE PER �'i T O FRAMING CP �� - = ROOF PLAN I - RC 07 54 23 THERMOPLASTIC f: —I= lir 11 _ / ROOFING . .. , ,.. ___. _. _ _ _ . . IWE Ila -• I 1 I — 11 -i�� 1�� _ UPPER LEVEL - .. 1 I �_ I ■■■IIIIIEM j , . _. z �� UPPER LEVEL ........ , 1 l T e , , ■ ■■■ �- ■■■■�11 l s'=o" —;�, _ - _ - los=off di F----i------f----7 - I - - - T O STEED =_- 1 �„ - T O STEEL HLL 40_ L i` PER STRUCT . I e �� I D PER STRUCT 'I,. � _ _ - IIj I - 8" — �'� 1��; ' Immo I EIFS PER mom = ; " — ELEVATION „ ' —� I 16 _ I • REVISIONS DATE I I 1 I 1 ` . y AO - - - / j 1 054000-3-518"METAL _ STUDS - 05 40 00 8"METAL STUDS r--~ j _ 07 46 46-SOFFIT PANEL EIFS = 7_±.„,----- _ EIFS PER - PER RCP SOFFIT PANEL I — / J PER RCP IEEVATION I t - — 08 33 23-EXT COILING DOOR - METAL WALL - - PER PLAN &DOOR SCHEDULE CEILING / _ `� PANEL PER - - PER RCP - ► / ELEVATION ...1l 4 718'' 10- - J / - "7 p TIGARD TUALATIN SCHOOL DISTRICT CUSTODIAL _ -- ,t - .. _ �.. 8"; TIGARD HfGH 1 KITCHEN _ SCHOOL -- ®! T. __ I - MODERNIZATI * .. ► I CMU PER ... . . ELEVATION r. 1.i4 ELEVATION I Mit `_I 9000 SW DURHAM RD. is i WT TIGARD, OR. 97224 WALL TYPE WALL TYPE JOB NO: 16992.00 404 _ I 4 PER PLAN PER PLAN '` - ISSUE DATE: June 19, 2018 - I Jurisdiction Stamp Area _ I ! ` , Its ► = 1 '� - °-dL - .d I 1-.. `d"a ; w G - p - - J' 4-• 4uj4_-4a- ". - - as - - ° - e-.. 4 ar_ - aa- -s• d .. _ _ ii. _ i - ► _ ;.� ••�d�I �_ �• �..i` -I7as-.' - —'< • . :•. I- fiIr'`FLOOR TYPE FLOOR TYPE . I :•# - . rti1 0 3 30 00 SLAB ON GRADE R A D E • It- r_ ' • DIV 33 FOOTING DRAIN PLAN PER PLAN _ I N . COORD WI CIVIL DWGS. 03 30 00-SLAB ON GRADE SLOPE PER CIVIL ` I • � ;TtWALL SECTIONS RC - J MAIN FLOOR d 1�-2nn a. - 4-_ 4 1. MAIN FLOOR • 1941- 1Ar • 194'-0" 41:30 - � = bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 • T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 * ell �� Portland, OR 97 97232 (603)-467-4980 603) T(503) 46 7- 1 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 ROOF- ROOF RAKE ROOF EAVE& 3 ROOF EAVE& I ROOF EAVE& Portland, OR 97204 CEILING TYPE SEE GUTTER SEE A5 56 GUTTER SEE 3 GUTTER SEE 3 T(503)-227-5280 PER ROOF 3 1 A5.56 A5.56 A5.56 PLAN 9 2' 10" 1' 0' 2' 1Q" 1' 0° ROOF- PER PLAN 2'-10" 1'-0" FOOD SERVICE CONSULTANT A5.55 ROOF TYPE / / ROOF- ' CEILING TYPE RC-XX Webb Foodservice Design PER ROOF CEILING TYPE PER ROOF r / 1011 PLAN PER ROOF I PLAN 3700 SE Lafayette Ct. ,� "' III:: GPLAN �C-X� 07 54 23 THERMOPLASTIC Portland, OR 97202 ■� _ ROOFING T(503)-236-8566 ' 1_ L. t i _ , ■■■::III IIIHII::::::::: o ► RC-XX7" _ ACOUSTIC & AV CONSULTANT -I- - - _ UPPER LEVEL - `_ E14_11,1.1_ I l I ��! UPPER LEVEL MINIM" - �! UPPER LEVEL ■■ �' I ■ 111 I _ l f I C •• - UPPER LEVEL The Greenbusch Group - - - - - - - 208'-0" I► 208'-0" F ` 208'-0" " 'MINE. jj47_ - lJ 208'-01 I i I I + I I I r �� i 1 I I 1900 W. Nickerson St., Suite 201 ` 13 , \ r / \ 1 1 / \ / , / . , / c • Seattle,WA 98119 / / 1 / ,- II - •: _ _ ■. EMI T 206-378-0569 . , _ I - I 1- - - - -1. f11- -LL- ==== 'i M. A r I - ■ 'I COST CONSULTANT ■ori �1 ��. - Ali■�■iy 7 y� .1 fr ., = H .".1 r _ - _. __ . od- �,. ��- �_ I I t Construction Focus ,, : 1 _ . . 740 Almaden St. - - - �j r 1 rt • - Eugene, OR 97402 �I I I_ _ T 541-686-2031 ,t 1,x,1 . - ! 1 1 I METAL WALL - 311 1 �1■Er / - PANEL PER x .�'��.1 . �' ■Il. / _ ELEVATION � {�� I- � �I.� METAL WALL PANEL7 ., _._ -T-1 -7-1 = • - 1 pr PER ELEVATION = ,..-....„ L 'RI • 054000-3-518"METAL 074646-SOFFIT � = _ �� ease 91 • *WALL TYPE STUDS VENT, TYP I SEE 21A4.16 • '� PER PLAN 07 46 46 SOFFIT PANEL MWP D PER ,,.la� _ NOTESO&C OiLOUTS - - ) • r FIBER CEMENT PER RCP ELEVATION " I wii - • SEA E,WA r' WALL PANEL PER �IIII - I_i__ I I I _ ' �• 1110-11; ____. ,mg'IgoELEVATION `` i5i - _ � �■ Ns , • 0 /2 18 Ii ALUM STOREFRONT ALUM STOREFRONT - PER SCHEDULE I PER SCHEDULE SOFFIT PER RCP I - OVERHEAD DOOR - PER SCHEDULE UPPER AUX \. N UPPER AUX t , a -" UPPER AUX - UPPER AUX I 201 -0 T 201'-0" 201'-0" - 201-0" WEIGHTS WEIGHTS WEIGHTS _ CORR ' - HM DOOR PER -" _ SCHEDULE I - 0 , , _ FLOOR FINISH PER O :. ___ _ ,_ � � - FINISH PLAN ` jryzMETAL WALL PANEL •j� ... METAL WALL PANEL FLOOR FINISH - PER ELEVATION FLOOR FINISH i��l�lll PER ELEVATION PER FINISH PLAN - \ i ' PER FINISH PLAN 1 -- _ ` 05 52 13 STEEL RAIL = �I 03 30 00-SLAB ON GRADE - - SYSTEM; POWDER COATED WALL TYPE 03 30 00-SLAB ON GRADE •' I- ) WALL TYPE - 07 21 00 PERIMETER _ PER PLAN PER PLAN 07 21 00 VAPOR RETARDER - THRESHOLD PER INSULATION ' 07 21 00 VAPOR RETARDER - Q 1 _ SCHEDULE ■ 07 21 00-PERIMETER 03 30 00 SLAB ON GRADE - I I. . 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'•+'.+'• '•a' ' ,� ' -'•-r• - -.-'r :a-• 'aar '•a••••`• •'r.4 _ - • r _ .r r r / a - :a �. :. � t. :. :. �- 5. � � � .. .. .. .. . . �. ..•r r �., '. � .. .r :•, � }.•r.•r.•r..�r. ar.i ;� a . < - .a � � I a, JOB NO: 15992.00 �• .• _ : .' r • _ _ _ _ _ _ _ ! _ r r _ _ r r . • r _ r r r • _ r _ _ _ _ _ 1 . .,.,•,,...,± a- s s w w s w . - �. � � ,• .w � _ �� 1� i`1� it 1` �r ��. . ._'. .+.+. .�.--.- .•.r - .. .•• a'. _.. •-•-'•-•-•-'•7.0.74 AUTOSHOI . r' r r r r . _ _ , - - _ . r AUTOSHOF • =�-• �`� a�Y:: ,�� ---.�► -�� .��`��`�� ii�.�' i :�� ._ _ •.�._ •' ;. - -:= :.-:tea _ _ +•�w�r�'•�r,...��3r�'rY�', �, - rr ,,� �•7 �� i.•..tw ~l-ri^' -1: S3 SEEPAERAPET AT EIFS \ X5.5'!) T O PARAPET bassett! 7 c-47.7-;),, PER ELEV architects A - T 0 FRAMING 1- �\ ,� cs 12) SP -_ - 721 NW 9TH Ave, Suite 350 \-______/ I Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I I, 41'0" ROOF- I CIVIL ENGINEER & LANDSCAPE 7i CEILING Cardno PARAPET AT ROOF TYPE - - EFIS SEE CEILING I PER _ 6720 SW Macadam Ave Suite 200, d, OR 97219 TYPE PER ROOF RAKE ROOF EAVE& ROOF 2 ROOF PLAN SEE GUTTER PLAN - Poctan T(503}-419-2500 - -A5\51 I I SEE I - T O PARAPET RC-XX I f 9 1 _- STRUCTURAL ENGINEER �,� I 5.55 - - PER ELEV ti a A 3 I _ �� I-__ Catena Engineers `� ■ _ I , �, A5.56 - II" 1500 NE Irving St., Suite 412 IC_ 1111 I --- I ■■■ —! — — 1 I SII - Portland, OR 97232 1 I , T O FRAMING I ` -___- __ 11111 1111 ��1111111I_:`11 ■ ■■■ ■■■■■■1 I,1 –�1- I T(503)-467-4980 L.:;1::::::'-7::::::::::::::::_ t= . \ \ tet£ T O STEEL � -/ \ _ \ ` !.i I - T O STEEL _ ` -- •- --1 �. ..— — - - - - di - - - MECHANICAL ELECTRICAL & = Nal PER STRUCT �1'' - PER STRUCTGlumac - - • - PLUMBING ENGINEER I ��+ - EIFS PER 00 SW Fifth Ave., Suite 1600 - - - III 1 i.p. \ _ ��.0� ELEVATION _ _ �� Portland, OR 97204 ,,,�f T(503)-227-5280 ROOF- I - mil7 — -440 _ 1, CEILING - _ _ �� 4 0„ - - j ,-- FOOD SERVICE CONSULTANT TYPE I _ I _ 4/1 '1/ = Webb Foodservice Design PER _ ROOF _ , ��-r3700 SE Lafayette Ct, I /' PLAN `� \ i =-* T(503)-236-856, 6 8 66 97202 RC-XX 1i / - CEILING PER CEILING ' CEILING I RCP PER RCP I ACOUSTIC & AV CONSULTANT PER RCPIN The Greenbusch Group 1 .i •11 i 1900 W. Nickerson St., Suite 201 - Seattle,WA 98119 _LLJ ---- - ' A t T 206-378-0569 - . _, T O STEEL - Ihli ` - PER STRUCT COST CONSULTANT Construction Focus ALUM 740 Almaden St. EIFS PER - STOREFRONT Eugene, OR 97402 ,/-' / ELEVATION �� 08 ALUMINUMPER g d I ELEVATION& T 541-6$6-2031 I I FRAMED STOREFRONT CORRIDOR - - SUNSHADE SCHEDULE UPPER LEVEL UPPER LEVEL UPPER LEVEL N I"- UPPER LEVEL O‘YA1121t , - 208'-0" , „ m - - -_� 208 I 4'-0" 208'-0" - - - - — 208'-0" , '`S or /� C LORNE McCONAC CEILING I - 08 43 13 ALUMINUM ease _ 91 PER RCP m FRAMED STOREFRONT .. • PER SCHDULE ASEA EWA I - I ' �a `---' 0 12 18 � FLEX :_ /- METAL WALL- / PANEL PER \ ..--,-Pb , gifts ELEVATION � 1-= ' ' \ C S8 c ALUM FLOOR FLOOR - 11 FLOOR ,/- STOREFRONT FINISH PER FINISH PER -- JJ METAL WALL PR FINISH C PER FINISH PLAN FINISH PLAN I PANEL PER PLAN & I ELEVATION& WALL TYPE ELEVATION SCHEDULE L SCHEDULE ' _ PER PLAN - FLOQR ,i FLOOR o I FLOOR \ M C CEILING \ = CEILING �, PARAPET AT CEILING TYPE - PER ~" PER I I E; ) MWP SEE TYPE PLAN - PLAN r-- l WALL TYPE - PER I FLOOR FINISH J PER PLAN ( 1 PLAN @-)(____?)( \A5.51ICPER FINISH FC_ TOP OF / ROOF FC_ C idL PLAN& ' UPPER AUX1 UPPER AUX — — - — CEILING UPPER AUX T _ _ _ _ C UPPER AUX SCHEDULE . yl — - 201'-0" _p = - 201'-0" PARAPET .� I! �! - _ -TYPE 201'-0" . - 20110„ EIFS PER hI.! I I L 'III► - - PER - I ► C 4 FLOOR _ ELEVATION 1.: _j ° `. '_ a . ° ° . • Iii,' _• ' T 0 FRAMING �I H I, ROOF : ° I I CEILING i F I PLAN C TYPE 1 - C PER - - — C PLAN F ' _- �� C -1 PER PLAN �_� WALL TYPE (E) SCIENCE S. - ' - _ 1� 084313-ALUMINUM _ C PER PLAN WING MAIN FLOOR _ FRAMED STOREFRONT L > . .' -- ., --- - . _- I I'`- . - - - 199'-O" - ! SUNSHADE T O STEEL !ivCL _ II_ 1 l° 6< I PER STRUCT c ^' I I _ I,Trip ._._ H _ 1 \ _' 1:FDID C Y \ PER PLAN C 4' 0" lir METAL WALL C / REVISIONS DATE - CEILING PER PANEL PERMI I I C • RCP I ELEVATION - C EIFS PER 07 21 00-BATT INSULATION PER PLAN �L - ELEVATION I 3" 1 � � I � ____ y CEILING / , L 1 PER RCP r C I - . -- I C WALL TYPE I C PER PLAN ,.- 084313-ALUMINUM 07 46 46 SOFFIT PANEL / FRAMED STOREFRONT C PER RCP I PER SCHDULE = � - CEILING I C - � - ff PER RCP 07 46 46 SOFFIT VENT, - ' I r TYP —/ MAIN FLOOR \ MAIN FLOOR _ �"- _i MAIN FLOOR �l '- 1941-0" MAIN FLOOR \ �1 MAIN FLOOR AL 194'-0" - I- - 194'-0" - I 2 0 - 194'-0" 194'-0" i ■ 194'-0" iii Ti .k CORR Ti � CMU PER TEAM LOCKER ri TIGARD TUALATIN SCHOOL DISTRICT _� / ELEVATION I 111I CMU PER ALUM • ELEVATIONC i TIGARD HIGH . _ _. . STOREFRONT - IV PER ELEVATION � 7 oih &SCHEDULE I C SCHOOL ,_ l WALL TYPE WALL TYPE PER PLAN PER PLAN I MODERNIZATION C - F - FI C II F. I F r 1 I I `� C I 9000 SW DURHAM RD. ' .. I, TIGARD, OR. 97224 �� - r=� C A 1 _ I► , _ FLOOR - I I, ___ - C JOB NO' 16992.00 DIV 32-EXTERIOR FLOOR I - CMU PER I FLOOR FINISH IMPROVEMENTS FINISH PER FINISH PER FINISH PLAN I ELEVATION PER FINISH C ISSUE DATE: June 19, 2018 ORNAMENTAL FINISH PLAN I �j ! - 11 • i I PLAN& C II FENCE&GATE - ■ _ I I C I �' CMU PER • SCHEDULE Jurisdiction Stamp Area �_ o - I ELEVATION I • C DIV 33 FOOTING DRAIN FLOOR ci I i I FLOOR DIV 32 CONCRETE PAVING, FLOOR _ TYPEC COORD W/CIVIL DWGS Ir COORD W/CIVIL DWGS TYPE - + PER - I WALL TYPE I o TYPE C WALL TYPE I \ PER I PER PLAN I PLAN I I r-- DIV 32-CONCRETE PAVING, PER 1 - ri,� PLAN I `1 PLAN I PER PLAN I - ►410 • I 11 I F-XX L / COORD WI CIVIL DWGS iiiLOWER LEVEL ''� LOWER LEVELCD I LOWER LEVEL �{ / LOWER EV L 187'-0" .. a I N\ 187'-0" • a J °N. I, I 187'-0" a• . -I 1 ■€ 187'-0., AP ;w ?- �d. .,, ., 0:� .� ;00.� 117 .'� .. • • 3 1- 1-1-1-111°1-1-6-1-11-1- . - < .a . -.° • I 4 ) I 1 - - e _ - - - J - _ F-XX _ - .� - • I I I • \ - e :U �� _4 _ +' I T r l i➢,'y�ti„ _a _ _ _ ' r n... lib -. . • ._. '. � • '• 441 � � U ,.. 4..• _ �I I I � I l I I � � - . -_ I I � IIIIII � I I , , ► �!-, r] _ _" ' - A .. �, w w AUTOSHOP :. Inv, AUTOSHOP , ii - ._n. A „ ,-..-__--,-, _ =:__ .___ AUTOSHOP `� n �I•�: �I• l• • • '� .4 . e° - -6-.- •7-:•. :•7r'•`�r w�Sa,a •^- . ' a - ,`6'4"F':";-. 11-11 ��' X1 1 - L v _ . a , �1 "+ ' _ ;_ - _ - t o :� .. i I1— 186-2 - -0 • _ %r - •-•4•404,) _ . - 186 2 .� °.��a j - � ;� n a- � a-_ a� 186—2� _° _ .. . .� . . . _ I III II III III III III. _ I I—III III - - _ �. ° . I I ' . � � LOWER ��: LOWER �� ' LOWER LOWER _ �1; WALL SECTIONS —IISII ' _' �” :� I CUSTODIAL I '= 4 _ _ .i CUSTODIAL i 1 1 I I 1 I q, ' ..4- •A T,- w- CUSTODIAL _ _ �_ 1' CUSTODIAL t 1 1 ti.�`•��-.� � � I_CUSTODIAL__ 1- i `• moi; ,r I�I I- 1 1 185'-5" i 6. - :; '' g'` :? .-4 _1 moi. 185'-5" - - - - -�. illei '6. ,�. }: = . .1 185'-5" NiIII—IIII — —I II I I I 4.I I I i I II I—I I I �� ,° ° ,a•. - 4.� 4� ;� _ 1 r I 1 — W III III III Iii III III III O ` I ,I �� , 0, 14, O'- •�iri.i •~ I —I I I—I 4 III I 1 I 1 III III III € I I 1 1 4 I I- r a_o -1 1 1-141-111-111 --1 11 I Ill III 1 i 1 C O co w A4 . 17 i.-.0-- ,... WALL SECTION - S WINGS WALL - S28/SP WALL SECTION - S WING E WALL S12/SP WALL SECTION - S WINGS WALL - S9/SP WALL SECTION - S WINGS CORR E WALL - S8/SQ 4 WALL SECTION - S WING W WALL - S3/SM 0_l 3 3/4" = 11-0" 314" = 1'-4" 1 3/4" = 11-0" / 3/4" = 1'-0" 314" = 1'-0" / PARAPET SEE _ bassett! A > . PARAPET SEE C' ^ A architects C 20 `t C SA X7/"1 A5.57 220 (N5.572 3'-9" V ROOF EAVE SEE 3'-9" -•• ROOF EAVE SEE / .� .1 - I ROOF TYPE T 0 PARAPET / 5 75 721 NW 9TH Ave, Suite 350 PER ROOF —._ .,-4`• —N�` 4 - A5.57 _ t A5.57 Portland, Oregon 97209 I -1 -4..."-." _ ..., I T (206) 340 9500 F (206) 340 9519 !1 " •w:oW I-, i PLAN T O - ''r SEE ELEV r-- -sem---- . , - . _h I , '�� A - I` - T O FRAMING T O FRAMING 1■ _- .� _ I' . RX I.Ito • I I i Han 4 CIVIL ENGINEER & LANDSCAPE _ I I um ROOF TYPE PER I _ – 1 1■ - _ Cardno I / J I �I ROOF PLAN • -, r_ j ► ! 1 — 6720 SW Macadam Ave Suite 200, R XX } N .+ 1 , -alb I 1 1 �� .,� _ l�iF _ _ —.5, I �- T Portland,(503)-4 9 250019 Lu a T O STEEL ! ! ! Er 1 .1 �,1��1� -a �_ �° �, \ �� dik !!L' - - 1 , i i ��- _ IHIIIIIIIIIHHHIIIIII 1/ y STRUCTURAL ENGINEER PER STRUCT ! I ! 1 , 11 _ // , �. I' . � I1f Catena Engineers 1 1 , _ - ••-•-. in J _._. 1500 NE Irving St., Suite 412 www i _ - ,!( . - 1 1,-6„ OM - -,— Portland, OR 97232 _ T(503)467-4980 05 21 00 STEEL JOIST I ! a T O STEEL IF _ FRAMING TOP CORD - -} - `- .c~n I 1' '� — ` ! �� — MECHANICAL ELECTRICAL & �` EXTENSION&BEARING 1'" PER STRUCT !. �' SEAT PER STRUCT& / - S� FIBER • FIBER PLUMBING ENGINEER 07 42 13-METAL WALL _ CEMENT CEMENT PANELS MFR _ I: Glumac 05 21 00-STEEL JOIST ; 1 A PANEL PER PANEL PER 05 12 00 STEEL BEAM, FRAMING TOP CORD �/ II. ��_ ELEVATION . ELEVATION 900 SW Fifth Ave., Suite 1600 COORD WI STRUCT DWGS EXTENSION&BEARING - , Portland, OR 97204 WALL TYPE WALL TYPE SEAT PER STRUCT& �� = friz07 42 13 METAL WALL �� - �� T(503) 227-52$0 PER PLAN _. - PER PLAN MFR I PANELS ' �4 �� / -_:-.3 SEE ELEVATIONS • �� I• FOOD SERVICE CONSULTANT 0512 00 STEEL BEAM, I �` — Webb Foodservice Design COORD WI STRUCT DWGS - .4 3700 SE Lafayette Ct. Portland, OR 97202 - I, 1 _j T(503)-236-8566 �i - 41110* ER PLAN ` �S' : .116 ��i ACOUSTIC AV CONSULTANT ;� I • �� e COOS C & CO • r----- �� I �,II The Greenbusch Group 1 WALL TYPE. t PER PLAN • — PER PLANE I ��4 1 �4 1900 W. Nickerson St., Suite 201 L Seattle,WA 9$119 1 - T 206-378-0569 I � - � 08 43 13-ALUMINUM E A I COST CONSULTANT FRAMED STOREFRONTConstruction Focus • '. i 740 AEmaden St. T T Eugene, OR 97402 4T 541-686-2031 I ED — ALUM FRAMED ALUM FRAMED STOREFRONT PER STOREFRONT PER ELEVATION& ELEVATION& SCHEDULE SCHEDUL ,E1E C77IARNE McCONAC •N I N I ease 91 _.-r[ . ,.. T SEA E,WA • I i _L WALL ROOF — TRANSITION SEE I EJ I 4 1 A5.51 --- k? CP• = I j.' 0 /2 18 - I ,' ROOF CEILING +' I WINDOW SILL& i TYPE PER ' 43) ROOF PLAN ROOF t TRANSITION SEE LY. ,- - • 1 _ A5.5 ,--t , .-__� I o� - FIBER T 0 STEEL 1� FIBER j '' CEMENT CEMENT r- • PANEL PER f PANEL PER PER STRUCT - -11-11 . I ,! ELEVATION : - ELEVATION L ■1 - - • N ROOF CEILING II _ `,' ': - VVT VVT TYPE PER ■ - •-- ROOF PLAN : WALL TYPE _ WALL TYPE ■ I 1 PER PLAN PER PLAN RC XX 05 12 00-STEEL BEAM, T �� j COORD WI STRUCT DWGS ►� I ► _ ` ' UPPER LEVEL UPPER LEVEL n _ ! _ UPPER LEVEL _ _ _ _ _ UPPER LEVE — - iiiiiiaii�ii�►C - ^ 208,-0"� 208'-0" M 208'-0" �i 208, 0" 1111111:11 !1/► 1 4 - . - ,I - ! WALL&CANOPY CANOPY - \ / 1� �� . _ i� TRANSITION SEE A5.57 GUTTER SEE 05 12 00 STEEL BEAM, _ I I ■r 4 ..2------ � COORD WI STRUCT DWGS J i `4. I. ime - -- A5.57 05 40 00 3-518"METAL ,ill STUDS 092116-GWB I 4 ,� - - - .-3" - 7'-10112" ""�"' it -_-� _ , - - T� SOFFIT/CEILING -� aMIME.1I11.,=II 1,11,,.,,. III 1E111,1., III 1 1111111I I III 1 I I I 1 „1.,1,..1 1 II — . r ti ----- FIRE RATED PER RCP I CEILING PER CODE SHEETS COMMONS CEILING # REVISIONS DATE COMMONS • .. I COMMONS PER RCP ALUM FRAMED I ALUM FRAMED STOREFRONT PER / STOREFRONT PER ELEVATION& I ELEVATION& • El3I, SCHEDULE 1, SCHEDULE COMMONS i4 WALL SECTION - COMMONS E WALL WALL SECTION - COMMONS W WALL • 4 314" = 1'-0" 314" = 1'-0" • I - - - - - - - - _ ,N I—I UPPERAUX� _ _ UPPER AUXAf °° 201'-0" 201'-0 / I TIGARD TUALATIN SCHOOL DISTRICT =1 I TIGARD HIGH SCHOOL I MODERNIZATION .. \\ ,---n– -______, 9000 SW DURHAM RD. I r yI 1 I — �' I TIGARD, OR. 97224 I I , I CMU PER FLOOR — JOB NO: 16992,00 r ELEVATION FINISH PER 1 055000- BOLLARD WITH ISSUE DATE: June 19, 2018 FINISH PLAN - 600. , t_ PUSH BUTTON ACTUATOR 1 0 FLOOR �, t 1 . FLOOR I I 08 71 00 THRESHOLD Jurisdiction Stamp Area TYPE - to. ®I TYPE PER .- I- E l PER DIV 33-FOOTING DRAIN PLAN ► r I PER PLANE PLANK •.• COORD W!CIVIL DWGS FC-XX i r I FC_XX} I DIV 32-CONCRETE PAVING, SLOPE PER CIVIL COORD W!CIVIL DWGS r MAIN FLOOR `` � j MAIN FLOOR AL — a N , 4 = _ - 194'-0" K. —. . b d _ a a a d. . 194'-0" V . �G-LI 1 1 I I 1 � _ - 7 6 1• fwwgi . ° �• s-.Ao�ste�i��! �. :sre� .�. � :.-� es64Y I !b . : ! w-1t�� ---tt'. - .a . .- f f: • i. cam,•f• ��4+ 1 L1 1+10 2*-1* � i �r *r ,04♦ -� �r 1! �♦ f At AA Rt _, . _ - - • r � � �� f tiI II � � �• • w - - f�f •f •f•c. d <° * w-•mow - I I I IdT 1'44' . <• f - ___I i_4 . . - r - - :•-•fes . w — I I I fd ` F—TL ---7—. , � wf f w _ _ Y+� : _ • � 4 � � , - _ Y=1 HIH1 f , . ' . I I II wgift :- . - 1 _ _< WALL SECTIONS I I— 1 1 1 I I I I- = I = 1 = 1 1 1 1 1 I I 1 1 1 1= w I 1 11-1i1-111 1 1 1 I I _ —III I I II III I I I I III I III I III I I I I 1 I I II I i I k l ll I II I I l i lI III it I 1III i 1 1 ill II Ii III 11 } I 141 III I I I I I O co co ii., WALL SECTION - COMMONS SOUTH WALL ;% WALL SECTION - COMMONS CURTAIN WALL ENTRY w A4 . 18 ._ J 3/4" = 1-0" 3/4" = 11-0" CL. PARAPET PARAPET PARAPET SEE /,--,,, SEE / - SEE © c� (S 10! © S9.2 •� S9r� ��+1 0) \T-' %IP T 0 PARAPET �� A5.51 T 0 PARAPET .2 T 0 PARAPET _ a PER ELEV Ire . PER ELEV � 'T~r II_ I i _�� ‘ b ill PER ELEV -=la__d - { 'II +e!" - ; T O FRAMING ,I ■ T O FRAMING a 1 � ! T O FRAMING IIi ' I j • • , W architects I --. t_ . . _ 1 I .: I- il 721 NW 9TH Ave. Suite 350 ROOF- R0° ;; II- Portland. Oregon 97209 CEILING - _ CEILING ■■ ♦_ T (206) 340 9500 F (206) 340 9519 TYPEI PER --= 47 PER as PER ROOF _ ROOF I- ROOF NM t= PLAN I -- I TYPE I PLAN I MN 4- RC-XX PER ROOF • 4:21:12• ' .. J. NM .4_-_- •-- -- CIVIL ENGINEER & LANDSCAPE D ;; Cardno PLAN - ...MN _ - 6720 SW Macadam Ave Suite 200. _ kr Portland. OR 97219 . . - _ - A I:_ I I T(50319-2500 NI i� i�I I I . T O STEEL `f \ , , _ T O STEEL 1. : STRUCTURAL ENGINEER ' F - PER STRUCT I I ;t ` I PER STRUCT Catena Engineers a� • }' 1500 NE Irving St, Suite 412 - i / \ \ / Il0I_ . • T 0 STEEL - EIFS PER Portland, OR 97232 I �r EIFS PER PER STRUCT ELEVATION I T(503)-467-4980 ELEVATION II MECHANICAL ELECTRICAL & 411 EIFS PER 1 PLUMBING ENGINEER I- ELEVATION Glumac 1 7 11- 1'4 Portland, OR 97204 900 SW Fifth Ave.,Suite 1600 1,1 PER PLAN I momsI ,�•'.- T(503)-227-5280 I- II II-- - i- FOOD SERVICE CONSULTANT -. f_ l- Webb Foodservice Design I p 1- 11-- 3700 SE Lafayette Ct 1-- Portland.OR 97202 CEILWNG IT(503)-236-8566 11 # PER RCP I" f I= N • ; ,. ACOUSTIC &AV CONSULTANT 1- T I 1= The Greenbusch Group - - E. I �i4 1, ao 1900 W. Nickerson St,Suite 201 M Seattle,WA 98119 T 206-378-0569 CEILING / PER RCP — ALUM COST CONSULTANT 7,/,- ALUM ,..-- ALUM z- STOREFRONT PER ,.. STOREFRONT PER STOREFRONT PER ELEVATION& I AEROBICS ELEVATION & ELEVATION& 740 Construction Focus SCHEDULE I SCHEDULE SCHEDULE Eugene. OR 97402 T 541-686-2031 r`1 - - - - - - - - - - - - - - - - _ _- - - - - - - _ _ UPPER LEVEL - - - - — - -- - UPPER LEVEL � . - - - — - - UPPERLEVEL - - --- - 208'-0" 208'-0'� I 208'-0" I I I i;i NOTE: = lid C? UHt!!i£?MIcCO AC aD SEE 1/A4.19 FOR °D j COMMON NOTES& we I /73 CALLOUTS NOTE: HEALTH • i , ' SEE 1/A.19 FOR jSF.A WA ,' COMMON OTES& .G.C.." CALLOUTS i all v • 1r 7"'ii8 j I r____I 1 I I >. • �� ,"�. ih l L E1FS PER 41111111 -/L: EIFS PER FLOOR FINISH = FLOOR FINISH ELEVATION FLOOR . IT-7=7-7- - ELEVATION PER FINISH - PER FINISH FINISH PER 441 I- � FLOOR PLAN —• _ EIFS PER FLOOR PLAN - FINISH PLAN -_ ic . • I ELEVATION FLOOR- 4FLOOR k _ FLOOR IE CEILING I WT TYPE in TYPE . TYPE Al " PER PER PER WALL TYPE PLAN _ PLAN • q PLAN • PER PLAN RC XX RC-XX 4 (FC-OD I UPPER AU) _ _ _ _ _ _ _ _ _ _ _ _ — UPPER AU_X • _ _O. •r UPPER AUX _s —• • ,d — ■ - - — — - - — - 2011-011 � 201'-0'� n ► C' - - — — 201'-0'� 4.+ m ! WALL 1 ROOF ROOF _ . . • • I,- L. TRANSITION SEE TYPE PER — 1 d ROOF EAVE I I �! 4 t - ROOFI I'..- 8 8 /� PLAN GUTTER SEE I - '�- CM) . I ' A5.58 - I - WALL TYPE I_ WALL TYPE �mi 4' - f l —NI— PER PLAN �I.PER P - I: PER PLAN '� `0,.. 1 ' I: o 1, \ / \ / \ I \ / \ / \ / \ / \ / \ / \ /' T O STEEL I. 4 I PER STRUCT I 1 # 1 6 I i _. I 2 0 117-0" 1'-2" L ollf • �� — J " \ REVISIONS DATE F• `�',� CMU PER CEILING PER 1 CMU PER �� ELEVATION - EIFS PER I RCP - ELEVATION I I g""e / -:-/ ELEVATION : I I I — CEILING 11 'r�i WT t.:,• PER RCP j I I STORAGE ( r PER PLAN -- I I WALL TYPE , 111 1 I -- . I I I ( MAI FLOOR —i, Nc — _ _ — _ --- - - - — - - — - — - - — MAIN FLOOR I - - - - • MAIN FLOOR - �"y - - ♦ — N 194'-0'� _ 1 b _ CMU PER – - G / ELEVATION I , wTz. �� MOM I�I . - .. ' TIGARD TUALATIN SCHOOL DISTRICT WOMEN I. I _ . . - I WALL NPE IIIWALL TYPE - ' t a-•• / LANDSCAPE ..�/ PER PLAN I PER PLAN 4 - d - 4 FACILITY PER CIVIL& 1 � . t d1_ ;� 1 � 11 � � TIGARD HIGH '�'� WALL TYPE r_ 1 I _ — — PERPLAN I 4 _ •. _ I1=1 II—I I —III- ill _4 -d -I1-1 ! I IiII III I SCHOOL • �..r C I STORMWATER i- ._• —III—III—i I I—III: AI ' s... !11 _ d � ' MODERNIZATION I N Ii FACILITY PER CIVIL& t - . 11 ' LANDSCAPE• T •: - -t- Y y Y Y Y Y r • r Y Ik Dv llfr I - = w • ' - • 03 3a 00-SLAB ON GRADE - . `� �. 4� �- 0713 00-PROTECTION BOARD - 03 30 00 CONCRETE CURB • r' • • • r' • r' .. .. r _ + • - + 5.� _r y a - `'k•L-y-L-Or-or- - a- •_1 9000 SW DURHAM RD. I WALL DIV 32-WELDED WIRE j 07 21 00-VAPOR RETARDER .� f • , _ 071300 DRAIN MAT TIGARD. OR. 97224 FENCE AND GATE i I - • - — I v k - 07 1300-VERTICAL FINISH PER ,* ` I _ - • - .—I 1-1 I I— I I— 11_111 1- L.:-. .f.'"'":7 ;'= ,47 ;;' a1 =1 SELF-ADHERED JOB NO: 16992.00 WATERPROOFING r -• - I 1—I I 1—I I I---I I I--I I i-- ` 1 _.7:-..:-_,..,"...-__:1-::....;,;-...):".:z.1..„..._ MATBRPRO 1 DIV 32-CONCRETE PAVING, _ FINISH PLAN - '' ISSUE DATE: June 19,2018 FLOOR COORD WI CML DWGS FLOOR 1-61�•• r' r .y -III-111=-11— I—III—III- FLOOR d• i _ "`� Jurisdiction Stamp Area TYPE `�` TYPE �+/ '., ` ___ TYPE - • � 03 30 00 CONCRETE • I I. . I I ISI I ISI I ISI I I - _� - FOUNDATION WALL PER , 1'-01T" ,,.6• 1 PER - I PER I ! { '•.� PLAN / , . ;4 �•. SLOPE PER CML i PLAN . . 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' - -r • ,rte ,., - d - _ : .: ._ PER s-Ruur —IIiI —III— 1 -111--111-11 I 111-111— 11—m111—III——I I I-- 11 11 I 111- :•:.:.,•:• •:•:•: . . r .. .. .. y _.•.. , ... a :d I !►_•_I!i I _ _ WALL SECTIONS Y Y MU r Y Y Y Y Y Y Y Y Y Y I t rr�r�r •_ , '. •. : . . - - .:. - ., - - < . ;._ ,._ � -_; .-4.-1-40.1-0.4.1.1-01101-......0...0...........- .: � ,r. � �r�+!wrwr.�y.��r= -=.!- € �- T FOOTING �•=�w . _ 4 - ,. .- I .z � PER r•.a.r,-•w= . • - s a . - —1 1-111 I : i ' . ar-.� �.i1.�_- O V • �•� —III Iii I I I 1 11111 I1 l I----I 11--1 I I-1 11-111—III—I I 1-1 I I-1 I 1 I 1 I III _ . — _ _ .. . . ,- - - 4 �•-�� - fir:•r or-•Y:•r •�. �+��`.•� .i Y�� 4._ ` - - - - ..Y.Yi.Y..y..Yi.Y.. .. . . , •- _ -e- .. G - _ PER STRUCT :r e - - - - - • a i • • • _ — I III III 1H--111111=-111111=-11 III- -III—I I i— I 1=1 I I— III II— II II _ •' • •-• • •' l ' •._•. 1 11-1 11-1 11-111 1 •� _ : . S ` ' I I .r .. - da • - • •Y+ ..Y.Y.r.Y.•+ '• .'y • •". - Y • - - - - - -a... W N ._•._•.,. �•- a }# 11 1111 11-1 1 11---11 I1 11 1—I-1 I---- 11 11 I 1 I 1111-111111=-11 -1 I I-111 Fill 1I I--I i 1---I _ _ _ _ /yam .r .r -. a- . s . . - i� I I I—I -� -III-111-111— I - ..� . •. ••• .. 4. . �4 '`-• . _ - e - • - w -•�,Z4 Y r 'Y •'Y Y Y •Y •r Y 'Y ` - I 1 1 I 1 1 1-. 1 I 1 1 If {{ i{ I 1 I I-1 1 1 1 I - I ft `E - _•.T �'�� L d _ .. - •1 _ - • •4` • • •• ` • ` 4 • -a4 + •~:•~:L=L w�'�;�~:�r:L�~: ='r•��'�?'�'��•�1�`= •=1•'`L'`-L •or.. •` - _ •—+ !! II—I I 1 I I I I I—! I I I (—� I I I 1 I I—I I I I I f I : : • • - - • "» - -- • _.. o �. :, I � I—� � 4 • 1..,I.,•.• 11 / - a , • e 11— • I I-1 li•—I I ! 1—I I I—! I I ! I—I I l--a` ...Niro! r –� i ^1 1 1 1 1 1 1 1 1-1 1 1 1-1 1 1-1 1 1- 1 1-1 1 1=-i II—III- H [JD -07.17:-.97.4'47 1 1Lv- 1U' 1 d g5' 'g b�' ifr gd ijr /Id X55' 15' 115' 1L5' ►Y 1d• El 14`x' 15' 15' 6-..e."-- r g WALL SECTION — S WING E WALL — S10/SL WALL SECTION — S WING E WALL — S10/SF WALL SECTION — S WING E WALL — 59.2/SC w A4 . 19 c0 314" = 1'-0„ 2 : 3/4" _ 1'-011 1 J 314" = 1'-0" bassett! architects co 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 1-6" 2,-6" / A' / ' _ ROOF RIDGE I ROOF- SEE I CEILING CIVIL ENGINEER & LANDSCAPE I 4 I ROOF PER Cardno I A5.56 I6720 SW Macadam Ave Suite 200, ,, CI--:---LC--X-DXPortland, OR 97219 T(503)-419-2500 __ 1 - - - , I STRUCTURAL ENGINEER r ) . Catena Engineers I •L / \ / \ / _� , T O STEELdih 1500 NE Irving St., Suite 412 I I 1` Portland, OR 97232 -- -� _ I III r1�1 PER STRUCT T(503)-467-4980 III MECHANICAL ELECTRICAL & [- -- PLUMBING ENGINEER C Glumac \ /\ / \ 7.--.....\ ` fir Portland,900 SW FOR 97204 Suiteifth Ave., 1600 (S14) S14) S13) (S14) METAL WALL aW T(503)-227-5280 \______/ \•,..______./ �/ \ / PANEL PER m� FOOD SERVICE CONSULTANT ELEVATION N. .it • I Webb Foodservice Design 3700 SE Lafayette Ct. I I I r� Portland, OR 97202 T(503)-236-8566 PARAPET SEE PARAPET SEE PARAPET SEE - �- - i 1" "- I ACOUSTIC & AV CONSULTANT 1 3 ,7--7 3 ,t5_.....1,) T 0 PARAPET �5'S� T O PARAPET I A55 \ T O PARAPET ` CEILING PER up g00 W.The rNekeb on St„ Suusch pe 01 _-----,----/: • RCP Seattle,WA 98119 l .1r�W N PER ELEV T 206-378-0569 PER ELEV II .- PER ELEV Fm 1_ AL �i ISI �,� T O FRAMING T O FRAMING f r- � ! TOFRAMING • - -I - t I COST CONSULTANT ,I , - .� Construction Focus . _ ALUM 1 - Eugene, OR 97402 R - STOREFRONT T 541-686-2031 - PER ELEVATION ROOF- ROOF- _ ROOF- &SCHEDULE •1 CEILING ---_ CEILING i CEILING = . TYPE PER _ TYPE PER TYPE PER - '- ROOF PLAN ROOF PLAN - ROOF PLAN ,1 44'% RC-XX CD - - RC-XX DRAWING `S9YD -° - C.? LORNE MCONAC - _ Nr Cl; UPPER LEVEL •-r--�- UPPER LEVEL _j, _-' UPPER LEVEL I UPPER LEVEL -�'- - - �`^� r--r-''.�` - - -- m - - - east . 91 n �_ 1 n 1 n 1 n 1 n ......� 208=o — _ 208'-0" l--T 208'-0" — 208'-0" - - a ■■MM■.. ■■ B O PLY J :■ i - ---- B O PLY _ I B O PLY ' IR _�� - PER STRUCT I I ` 3 -7:1- PER STRUCT H PER STRUCT ASEAITLE,WA :4°4 1,553 - 0- DOWNSPOUT =1 DOWNSPOUT • PER ELEVATION T' _►� PER ELEVATION 0 /2 18 EIFS PER - • EIFS PER -• EIFS PER -- I ELEVATION --{ ELEVATION ELEVATION • E. � i - — I a - 1 SII _.�.�� ,v �; - - -. . • \ I' CEILING PER I- CEILING PER r 1 `� RCP - CEILING PER I RCP ♦ - Aill1 � 1_,,'4 b_ - �' RCP METAL WALL I `� ; \ `' C PANEL PER 1 I_ PER FINISH FINISH ■' ELEVATION PER 07 46 46 SOFFIT PANEL ' PLAN IN o ALUM PER RCP - ALUM 6,3 FLOOR STOREFRONT STOREFRONT - - TYPE PER ELEVATION EIFS PER WALL TYPE . PER ELEVATION S :,-=-:.- PER &SCHEDULE -, ELEVATION PER PLAN •_ &SCHEDULE f_ BUSINESS WALL TYPE 1 - A PLAN PER PLAN __ • CZ, El '1 CLASSROOM 1 UPPER AUX I 12011-0"201 -0 U 4 - • 1---c CORR N 1 1 l 1111W N I 1€ I _ �" J .. \ REVISIONS DATE - 07 21 00-FORM-IN-PLACE 07 21 00- FORM-IN-PLACE I INSULATION _ 08 11 13-EXT GLAZED STEEL 07 13 00-TERM BAR AND INSULATION FLOOR FINISH PER DOOR SEALANT FLOOR FINISH PER r _ FINISH FLOOR PLAN 08 71 00-THRESHOLD 07 13 00-VERTICAL WALL TYPE - FINISH FLOOR PLAN Sop=. i ELF ADHERED PER PLAN or FLOOR FINISH PER WATERPROOFING 03 30 00-SLAB ON GRADE FINISH FLOOR PLAN MEMBRANE I� '� 03 30 00 SLAB ON GRADE !- ' 7 1 DRAIN MAT ALUM SAWCUT LINE PER SAWCUT LINE PER 0 3 0D A • . SAWCUT LINE PER STOREFRONT WALL TYPE -I DEMOLITION DEMOLITION 07 13 00-PROTECTION DEMOLITION PER ELEVATION PER PLAN _11_, ; BOARD &SCHEDULE -1-1 r TIE NEW SLAB TO EXISTING DIV 32-CONCRETE PAVING. TIE NEW SLAB TO EXISTING in TIE NEW SLAB TO EXISTING CERAMICS 114„ i� SLAB PER STRUCT COORD W!CIVIL DWGS SLAB PER STRUCT I 114„ _ SLAB PER STRUCT FLOOR TYPE I,• FLOOR TYPE / b. 10- PER PLAN EXISTING SLAB, PROTECT& EXISTING SLAB, PROTECT& I �I 'IIS PER PLAN - EXISTING SLAB, PROTECT& •I'b DIV 33 FOOTING DRAIN ■il�� F_ s �� I REPAIR AS REQUIRED, TYP I REPAIR AS REQUIRED,TYP -_�- , F- I REPAIR AS REQUIRED, TYP . I COORD WI CIVIL DWGS I 4 P 071300-TERM BAR AND .:..1,:-.,, aJ - I MAIN FLOOR _ M FLOOR - Ji- °a ;. a II MAIN FLOOR MAIN FLOOR SEALANT _ 194'-0" ,_" _ , - N�194-0 113ns . a o 194'-0" W 194'-0" TIGARD TUALATI N SCHOOL DISTRICT GRADE 193'-6" �� 2-0 • - I - a . _ - ° =4 4 - - • . . GRADE- 193'-6" I,--0 d1 _S •'a 17-17-1P-11.1/4•I ��•►_rl �. •t+ -may-•...*_'*_ ] e•411...-411.-111• 4i-••••-•••••-••••w••–•*r•••• • <4, . ° •"4.' .'!�_ {f'• �` _. — w _ WAVolf 1,-..—...!---,404"_ 1 +`r i IW N . _ - . - " ' ol� r•+!� 07 21 00-VAPOR RETARDER :•;ii�C-:•Y_:+`Y..`r-• r‘. •�`W. 1 15'*`1,-t" • - rf r`+=''Y a <n +r "�+ er r f-r.�r`= ' 07 21 00-VAPOR RETARDER L. r . r r w r , - 033000-SLAB ON GRADE sA.�,r r r r w I TIGARD HIGH 4- — \ •-+-r-'r-+-r-r-r-r 07 13 00-PROTECTION r_ - - • - ;e►' Cita i� i 07 21 00-PERIMETER 1 �� i '�•: =• s II I I I I "° �� 1+"i i i • i i! _ 07 21 00-PERIMETER -• • �r-�,�+`r�_y � - tai INSULATION — v�.*�•�. !' _ - �• r.�• 0721 OD VAPOR RETARDER - +`f•-r 1114-.AptINSULATION BOARD t; i -- •-±-."a • i� �'`�; i t1g1. I 4k-eInV _ ; e, 11 11 LI 11 Ill ill .a s siPEAsiP i� -wSCHOOL 07 13 OQ DRAIN MAT . " 1 —. — 4. — 07 13 00-VERTICAL =7`I I4 ' .- ° .•ckrati� 4 � � � 03 30 00-CONCRETE E — ' ` - �r gni g� S#0041#4: r 2'_0"+_ . � r � 03 30 00-CONCRETE � .. .d a. - „WWI .r- � ..-.. PER PLAN .4 - -•-•t111.1.4)...1., MODERNIZATIO1\ SELF-ADHERED • •.•••••,;04••041;;040,00.0FOUNDATION WALL / - R • w FOUNDATION WALL WATERPROOFING `._r_• • • • , 40 4/ VIF - IkA ♦i • 040,;,'"14,k. - .._ .• '. +r� � `'' a _ _ - — - •- . • ,• ,r rr it MEMBRANE ��.a • ' r r �'�^�.� ��-�.'+�yr %! D3 30 00-CONCRETE r . •i��ar�far r• r � � r D3 30 DD-CONCRETE . .�t 4 :w .w w FOOTING . . . . .. . . .. - d . FOOTING 1 �. . _ -..• � r1i r1i�� r1i i �_�i0+�ir1 � ,r,Ir��`01_+ •v i ��I�I�Ir' _r � �►1— • . . 4. ` , _ • �� '4", — ] . . -. - -r -. .r . r . �r : — • r r r r r �i��' -.�'_ ,��.��t. - -.)�l�7L .• `w .. :` r r•�1�� - ! -," - �- .�- I 9000 5W DURHAM RD. It1•'1�-1 I 1 1. 1 1. 10' .1. 1~I*1*0.0 1 1 1• ' el• •` `I`� TIGARD, OR 97224 *7.40,40%4.07-0,A111 r I i0- r �.y�4•. 111. i ., r _, - i- �►• -•- Q r r r i r r • FOOTING DRAIN SEE + r r . .:.• , r . i � :•-� r - - - • � r �► � r•-r•r = �*�- I - f- r r • . _ 4 - e:• r 'Oa G1.11 ��161s•1�1.�; 4 . �•~I . oI T O FOOTING .- 4 ' : :-a : ;+1.1� `�1 ` I T 0 FOOTING r-- „T JOB NO: 16992.00 �i.-_i r • i iia Iidik III.04l+• �i.�i�ir�iIP4's .Oso lils • '11. ..4 •-••. �*.rte - >~-'. rn. . PER STRUCT •-'•-'•-'•-.-.--•r r-'•-r-r 'Y 1`r i�= • rw. r •4 PER STRUCT ISSUE DATE June 19, 2018 ��}af.. �. -�• -- - - �t��t� � .�.��.�� .-��• �-�. �-� �- �. -_ �i�' �. CMU PER . 1 � I .1�1.'Ir1. -'-4' .a • - 1�1�1�1�1 — �I�I�i1ili�i ��i��1=1i �'Ii -'�_a- -< �- - - _ � ��1�� •x '- =� r• - -fir r-. . ;. rlyersw•. _.wa. r - ; I d• . - -r r-..�� ELEVATION Jurisdiction Stamp Area +.� �� r. -I -- n . ` 44 - •ikw 1 a _„.4•40,0400;04,4,40,,,,,,,•� • I�'I-e. _ 4 IaI. dkg�,f �. . a • . - ?:� :. _` FLOOR FINISH — �� 4 - - ” 1441 �f � ��f1 1 1 1 1 `�• =l�� I. I 1�, — 'zip..-45.,i- s�4. '• _•- I I1 I II 1 1— 1 i• 1 , 1 11 111 I 1 PER FINISH FOOTING DRAIN SEE PLAN G1.11 in I FLOOR DIV 32-CONCRETE PAVING, TYPE WALL SECTION - E1 WING W WALL - C6/CK -- WALL SECTION - E1 WING 1111 WALL - C6/CM WALL SECTION - E1 WING W WALL - C6/CL COORD WICIVIL DWGS II ��N 4 3/4" = 1'-0" \ 3 3/4" = 1'-0" 2� 3/4" = 1'-O" DIV 33 FOOTING DRAINI I COORD W!CIVIL DWGS I II"- LOWER LEVEL EID IIS ait — - - - d - . . .En . - N ,1 • -v — -.-. - 187'-0' ..****45.,64P : : -. ---- - WALL SECTIONS --, . . 9e9rsw�at Y ° � �-�� ' ° •- - - : 1� LO18W5AR" Ill _ 1U— �- - • - CUSTODIL L I± H7g : . �... : —II1 I I II—Ill—HI HI I— ODE) 2 N ct W A4 .20 ii,-, 0_ — WALL SECTION - S WING N WALL - S11 /SM :1__) 3/4" = 1`-0° f 1. 2'-5'' Liassetti I -- (E)GYM ROOF I PROTECT&REPAIR architects AS REQUIRED,TYP — — — 721 NW 9TH Ave, Suite 350 I Portland, Oregon 97209 I ---.-,� T (206) 340 9500 F (206) 340 9519 07 84 00-PROVIDE FIRESTOPPING I PILLOW FOR WALL INFILL ATII I /�, EXISTING MECHANICAL S7 S7. 1 S7 S7. 1 PENETRATION IN ORDER TO CIVIL ENGINEER & LANDSCAPE MAINTAIN 2-HOUR FIREWALL I Cardno RATING LI 6720 SW Macadam Ave Suite 200, HLL--L� 1 Portland, OR 97219 T(503)-419-2500 I I I 07 9513 EXPANSION JOINT p 1 ili I STRUCTURAL ENGINEER • COVER ASSEMBLIES SEE I Catena Engineers 14 ' ,, ' ' 1500 NE Irving St., Suite 412 A5.61 II` Portland, OR 97232 I I \`= i�t T(503)-467-4980 • ` ` MECHANICAL ELECTRICAL & `iq mul � . PLUMBING ENGINEER (E)EFTS WALL I • Glumac I — 900 SW Fifth Ave., Suite 1600 FINISH PROTECT II Portland, OR 97204 &REPAIR AS T(503)-227-5280 REQUIRED, TYP - it FOOD SERVICE CONSULTANT _ Webb Foodservice Design - `` 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 4 Seattle,WA 98119 T 206-378-0569 07 62 00-PREFINISHED 07 62 00-PREFINISHED `- COST CONSULTANT METAL EXPANSION BREAK METAL EXPANSION AV- BREAK Construction Focus 11 a�� JOINT COVER JOINT COVER .4. 740 Almaden St. (-1 L- 11� SEE 1 �, Eugene, OR 97402 -__ A5.61 I A5.61 ROOF CEILING TYPE - Ai', j T 541-686-2031 I I PER ROOF PLAN - 4 111 IP,— . Lie ' . Q7C-)---(DC - 1 '. 41 V_O. Ai . • U i L.i- .� , IM�+,SOI, -. � I ROOF ■�� 'AI LORNEMeCONAC 1'-2 1116" 6" -.--.....r.„.... . ,,,, w1� 1'-2" 6" ,--� TYPE PER 4, ansa 91 712 SEIGM6 JOIN SEISMIC JOINT �� RC XX ROOFLA , i a■ 1 I i I I I . 101/2" ; - * SEA E,WA F t I■ ■■■ .� — (E)GYM �i7 �- - _ ____ BLEACHER v 07 62 00 PREFINISHED 07 62 00 PREFINISHED 1 ■�■ I a BREAK METAL EXPANSION BREAK METAL EXPANSION � ROOF - 05 12 00-STRUCTURAL - r PROTECT& JOINT COVER JOINT COVERI II STEEL FRAMING, COORD WI 0 /2 18 all MI TYPE PER REPAIR A5 hi SEE 3 51M ► SEE SEM ► � - RC-XX ROOF STRUCT DWGS REQUIRED,TYP ISI A5.61 A5.61 IN2I . PLAN - - - -• •Iriiu lei 73116" . Ir �. PER P,A j1 Il CC- �TYPE PER � /'�iw■■■w■ I ` - i m'' 1'II N ` sI 1 ' ROOF • 4'�I Aille { x, 11+ PLAN „ FIRE RATED CEILING PER \ I. `�-i'' , 7.7 CODE SHEETS AI ROOF I �I/11��1 I I I_l 111 ■I■ �. TYPE PER I �I IME. ■I — RC-XX 10/1 IIIM■IPER �� ■I� , ; 1;-,- ��ROOF I �: I' N _ f PLAN f -- 05 12 00-HSS, COORD WI - t 6„ mitt' 11-1 1� STRUCT DWGS • UPPER LEVEL 'i STRONGBACK SUPPORTS — — - - JOINT I., ..�■ UPPER LEVEL I p V L UPPER LEVEL 208-0 6 - - „ — UPPER LE E y I. 208-0 208'-0" _ �' _ P 208'-0" AL U PER LEVEL '�� 'lJOINT� 208,_0" - i 0 i. • ii. -- (E)GYM CMU • • 1 1 WALL PROTECT arms & REPAIR AS REQUIRED, TYP f 6" I 4 f. -. -\ . . 1 � r 3 05 40 00-COLD-FORMED PER PLAN METAL FRAMING �`! t �: CEILING CEILING I PER RCP CEILING PER i _.. - 07 46 46-SOFFIT PANEL PER RCP RCP 2 07 95 13 INTERIOR WALL/ 1 v 07 95 13-INTERIOR WALL/ : A CEILING JOINT COVER CEILING CEILING JOINT COVER I REVISIONS DATE PER RCP MAIN GYM COVERED 111 LOADING AREA MAIN GYM KITCHEN MAIN GYM CORR MAIN GYM SERVERY . -11 o WALL TYPE T • PER PLAN 7 CORR _ MAIN GYM WALL TYPE PER PLAN WALL TYPE PER PLAN . (E)CONCRETE (E)CMU WALL (E)CONCRETE , WALL PROTECT PROTECT& WALL PROTECT COLUMN RETE TIGARD TUALATIN SCHOOL DISTRICT & REPAIR AS REPAIR AS &REPAIR AS BEYOND, REQUIRED,TYP REQUIRED, TYP REQUIRED, TYP PROTECT& Y f REQUIRED, TYP TIGARD H I G H I (E)CONCRETE WALL PROTECT •• . &REPAIR AS SCHOOL REQUIRED, TYP FLOOR FINISH PER MODERNIZATION FINISH PLAN FLOOR - FINISH PER • PER PLAN PLAN& - # „-- SCHEDULE (E) GYM FLOOR (E)GYM FLOOR - FLOOR FLOOR (E)GYM FLOOR 9000 SW DURHAM RD. PROTECT& 03 30 00 SLAB ON GRADE PROTECT& FLOOR FLOOR -- (E)GYM FLOORTIGARD, OR. 97224 PROTECT& FINISH PER TYPE PER FINISH PER FLOORING REPAIR AS REPAIR AS PLAN & PLAN REPAIR AS PLAN& TYPE PER PER PLAN TYPE PER FLOOR TYPE PROTECT& JOB N0: 16992.00 REQUIRED, TYP PLAN PER PLAN REPAIR AS REQUIRED, TYP REQUIRED,TYP SCHEDULE SCHEDULE PLAN F-XX I F XX CD40 REQUIRED, TYP ISSUE DATE: June 19,2018 ir MAIN FLOOR _ f MAIN-FLOO R I _QI_ _ — —. _MAIN FLOOR MAIN FLOOR 4MAIN FLOOR Jurisdiction Stamp Area ° 194'-0,1 - - - - - p' 4 - 4 194'-0" .,°A- - . < - ` 194'-0'� a �_ 194-0� p . y - I • - - +° . - - ° a a ` a a ` 194'_0„ ° _ 'A �� J��.� - e d �� ,v ti- - ..y ti ° - a .".4 .. " _ - .a _ _ as - :.� - - I N • '° .a _4 > • r • >"rC7A' "�`fi ,R' _ ir ri :1".77 000400 ____ , -- - - .0;ftl— 1 I . ' ' • ' ' "' af elVf --T _ 1 i -a"' ,41--''. a • IAA* • litteittoo I- Vii' — — 0.,....„.......,,• ,-.41,,,,,,,,,,,,,. i I — . 7411/010.00111117040,1010 1---il 1 1- 1 1 ____ 11 1 1 1 1 1 I 1 1 11 I I I Hi—HIP—III III- 1 IF1111 1 _1 1 _ —11 — � ti it " : (E)CONCRETE I I I- - 144 MI i ce. i •411 REPAIR SOREQUIOTECT& RED TYP — ri ��+r' s r % ., ! I I 11 � - - f , , ., .; _ _ - WALL SECTIONS - w GYM FIREWALLS 1 M — — ►i �� it ': '~I'` :_ t - id _�_ — 11 asap '_ -0.d �-6 1 SEISMIC JOINTS co is -I — — I I I I I I I I I ii ill - i:r WALL SECT - GYM & COVERED AREA W - w A4 .21 f - ALL SECT GYM & KITCHEN (___,\ WALL SECT - GYM & CORR --� WALL SECT - GYM & SERVERY FIREWALL AT GYM o 314 - 1 -0 314 = 1'-0' 3 {, SOUTH WALL �� _ 314 = 1'-0" ' 3/4" = 1'-0" �..__i _IJ 3/4" = 1'-0„ bassett! SEE 1 / A4.22 (C7 SEE 1 / A4.22 architects FOR COMMON FOR COMMON NOTES AND NOTES AND BEAM/ BEAM 1 CALLOUTS CALLOUTS COL/ COL WALL - 07 62 00 PR£FLN METAL 721 NW 9TH Ave, Suite 350 { COPING Portland, Oregon 97209 1 3/8" I SEE T (206) 340 9500 F (206) 340 9519 4?e T O PARAPET T O PARAPET 53 T O PARAPET . - _ - - - �♦ �♦ -- - - • hi, k 3f. — — % ` `. PER ELEV - i Vi P---I PER ELEV N PER ELEV 07 54 23-THERMOPLASTIC — I1�i I��II _ - _ 'Ire `I �'- 07 54 23 THERMOPLASTIC .� ... -- - _ . ROOFING T O FRAMING ROOFING 4 T O FRAMING T O FRAMING CIVIL ENGINEER & LANDSCAPE 1 �' 07 54 23 THERMOPLASTIC i r ROOF Cardno _ CEILING TYPE ROOFING - 6720 SW Macadam Ave Suite 200, ROOF PER ROOF �_� I ROOF __ Portland, OR 97219 '- PLAN - CEILING TYPE i T(503)-419-2500 CEILING TYPE - _ PER ROOF CRC i R - RC XX - PER 00N -_ - PLAN •■R , ... �� ' a,ar, 05 40 00 6 METAL STUDS STRUCTURAL ENGINEER o. �1ERC-x). Catena Engineers t �Ft i Ill r — .. i� �� `` i ■■` T I I '� 1500 NE Irving St., Suite 412 Il _, _i„ i �a —-- - Portland, OR 97232 C '- Il�� w I _ T(503)467 4980 r TOSTEEL _ \ � :.__i`.�. - - - \ / \ r T O STEEL - 1I . _ '11 W PER STRUCT -- , —{—!!!!' _ _ — - — _ _ \ / \ I \ / _ - T 0 STEEL MECHANICAL ELECTRICAL & �!€ - PER STRUCT 1 - - PLUMBING ENGINEER 11 I I 0512 00-STEEL BEAM, s :O- t - �� PER STUCT COORD WI STRUCT DWGS ! , - I��: --- 05 12 00-STEEL BEAM, Glumac _ 900 SW Fifth Ave., Suite 1600 ► — , � ! -... COORD WI STRUCT DWGS Portland, OR 97204 ' ► l ` li - M T(503)-227-5280 ' 07 42 13-MWP-C ,, -.4�,� �M: ► ,/ ■ FOOD SERVICE CONSULTANT PER ELEVATION 11 I ` = Webb Foodservice Design 0. 4,/ G7A42 13-SUBGIRTS; MIN 16 �I. ,,� Portland, OR 97202 3700 SE Lafayette t '.- „C 07 42 13-MWP-C T(503)-236-8566 T 07 42 13-THERMAL SPACER = / , A :, . SEE ELEVATION ACOUSTIC & AV CONSULTANT 07 21 00-RIGID INSULATION 1 CEILING PER 1110■ I I The Greenbusch Group CEILING CEILING PER e 07 24 04 FLUID APPLIED AIR RCP I _ - PER RCP • 1900 W. Nickerson St., Suite 201 RCP J I BARRIER Seattle,WA 98119 _ 07 4213 MWP C I T 206-378-0569 05 40 00- EXTERIOR WALL f SHEATHING SEE ELEVATION COST CONSULTANT (2) LAYERS TO I._ / 07 4213 SUBGIRTS; MIN 16 in MATCH WALL BELOW I C GAConstruction Focus ilili I� �_ j 740 Almaden 5t. N = _ . 07 42 13-THERMAL SPACER - , r .1 - Eugene, OR 97402 � �� -_� r • I WT I ` 07 21 00 RIGID INSULATION t•' T 541-686 2031 . F,-- / - 07 21 00- BATT INSULATION ► ,�I CORR ;. ` 07 24 00-FLUID APPLIED AIR : PER PLANWALL E _ WALL TYPE � _ � BARRIER D Ak-U PER PLAN ;. J. \� F �� -:� 05 40 00-EXTERIOR WALL. -- ► :-1 11111011 1 _ SHEATHING ,.Q LORNE McCONAC i _I - ensr 41 • 75 CORR _ -1 09 21 16 GWB -. -- (2) LAYERS TO I SEA E,WA ► MATCH WALL — C4 C5 C6 , � BELOW I - N- �' 05 40 00 10" �• — -•_ , 0 12 18 -0 METAL STUDS mil�- __ ' i 1 - • •• iii .I. 'I 05 12 00-BRACED FRAME, -=` - 07 62 OQ PREFINISHED ..4 1 / 07 62 00-PREFINISHED COORD W/STRUCT DWGS B1 REAK METAL EXPANSION r- 07 62 00 PREFINISHED INTERIOR FINISH SEE BREAK METAL EXPANSION I - 07 62 00 PREFINISHED JOINT COVER I BREAK METAL EXPANSION INTERIOR I BREAK METAL EXPANSION ■I JOINT COVER • SEE I JOINT COVER ELEVATIONS - SEE JOINT COVER 5� - r' SEE ---\ I =1_, �14 09 21 16 (2} 'liSEE I ( 56 ,,i 'CN 14 ) . 1 t 4hr ' A6 67) LAYERS GWB ---_ 'l f + , T O PLATE A5.67 1 _ C ` A5.67`� _ �-��~ `''� PER ELEV0- • '► ;,�+�` / A T O PLATE FIRE RATED WALL 1 — _ �T O PLATE0_ 05 40 00- 12" iFlI � ` 4 _�__ — \ T O PLATE • -. • _ ` _ MATCH FLOOR sr� METAL STUDS � Wm.-_.-- w chs _ I PER ELEV BELOW T PER ELEV PER ELEV 0- ► �► • •1 09 65 00-BASE : `- = 11 " ROOF CEILING TYPE PER ■ - - SEE INTERIOR : _- � ROOF PLAN 07 54 23 THERMOPLASTIC • _ I =OD' ELEVATION, TYP • ,- _ t _ ROOFING'LAN I10" ► ► • ROOF �Z -- I ; . RC XX ROOF-CEILING I CEILING TYPE mC, 05 12 00-BRACED FRAME, �-k� • H ' �, ' 07 54 23- ROOF CEILING � a' I TYPE PER _ I PER ROOF FLOOR- FLOOR FINISH ><- _ COORD WI STRUCT DWGS , THERMALPLASTIC TYPE PER } I CRC-X) II , I ROOF PLAN PLAN CEILING TYPE PER FINISH i ' L.._._-. __ _ yi ._ PER ROOF SCHEDULE/PLAN • ROOFING ROOF PLAN ) , ammo ■ • ■■■ ■■i I� ) PLAN RC XX C ■ �� If RGXX FLOOR FC-� • C.1_72-X) _ I C - -. : : _ 'R ; i = 111 11111, :��M . ► II i ■■■■ CEILING TYPE I ih1111 ■ww��rr■i1„�ww�1 lir A PER PLAN 1 — - - - - UPPER LEVEL C�- � - — — • . I 1' ' I. - I 01! , �� ► _ . - - — - ' - V L - - - - - w _ , 11PPER LEVEL ' _ \ J/ 1 I>< - I. _ 208'-0„ d ° ; •. a U.,....- �— ,,SUPPER LE 'E „ �- �`- - \ / i / 1■ 208-0 _ F 208'-0„ .-/ :ti'' 1 . ____. MAW 1 , [ 1 B o PLY _ II II I Irn �_ - --- TOP OF SHEATHING a • - 1 ► , B O PLY0_ 4. PER STRUCT0- .gir I 1 -• _ _ _ - 05 0 00 DECK = ► I. • " CLOSURE PLATE , I WALL FINISH . , , . - I. PER STRUCT - �`< / _ - I 1 PER INTERIOR ► 07 84 00-FIRESTOPPING ► • �_- ELEV —�" _ _� �' }C x SEALANT: TYP $- - _112" 8' --�� O i ti�' �� 07 84 00 FIRESTOPPING _3 :` 09 21 16 GWBII ----,) ' I I, �1 07 4 23 L 06 10 00-PLYWOOD ► / J, TAPERED ti -"r'' 4 1/4" SHEATHING, COORD WJ . 0512 00 STEEL BEAM, _ 05 40 00-3-5/8"METAL I 4 114 1 STRUCT DWGS I v V SE SMfC COORD W/STRUCT DWGS 3 314' � INSULATION \ , ./ 06 17 33 WOOD I JOIST SEISMIC • STUDS - \ I I. JOIN OF SLOPE OPER �► L 09 21 16 GWB X CEILING • ` I ROOF PLAN, TYP # REVISIONS DATE /' /- 09 22 16 NON-STRUCTURAL SEE RCP1- METAL FRAMING, 3 518"TYP I �.• 05 12 00 STEEL BEAM, • �►• . 09 21 16 GWB-X COORD W/STRUCT DWGS , • +► 1 RCPW- .\- ING PER I ,.I I ► I . . �► 114" WALL TYPE WALL TYPE /' ,► PER PLAN LOBBY PER PLAN 1id '► / •SEISMIC JT CEILING CEILING PER /1. — 06 17 33 WOOD I JOIST 6,. 5" CEILING SEE RCP RCP <` I • L PER RCP . ., ---R VVT . 7 WALL TYPE - CEILINGRCPER LIGHT FIXTURE EQ I EQ I • .. , ► �\ PER PLAN I i . I r LOBBY I I • COUNSELING 06 10 00 NAILER ll . _ WT 1 PAINTED BLACK �\ -I . o WALL TYPE WALL TYPE °O v PER PLAN PER PLAN 08 11 13-INT SOLID STEEL —\\ I 07 95 13-INTERIOR WALL/ WALL TYPEALL TYPE r T I WALL TYPE TIGARD TUALATIN SCHOOL DISTRICT � DOOR CEILING JOINT COVER PER PLAN _Al PER PLAN I PER PLAN • 06 41 00-ARCHITECTURAL • �► SCHEDULE I SEE 15 / A5.67 • - WOOD CASEWORK , _ TIGARD HIGH COMMONS I CAREER CENTER . • I _ , .► I 09 22 16 SHAFT WALL STUD ' ` • --.4 LOBBY CORR . SC H 0 0 L ► - WORK ROOM , . , ... _ . • I , . � I - MODERNIZATION . . . , I ., . .. . 1 : . 0. �► I 05 12 00-BRACED FRAME, -` ► I COORD W/STRUCT DWGS � ' I • • 9000 SW DURHAM RD. TIGARD, OR. 97224 I ; • ► - JOB NO: 16992.00 Al 09 65 00 BASE ,► 09 65 00 BASE SEE INTERIOR �► 109 65 00 BASE I I SEE INTERIOR ISSUE DATE: June 19, 2018 P ....,4-;.. ..4-111 -• - -ELEVATION, �Ted - .•__'• • y J - • �=.•y}-.�.• _ II • " - ll _ I 4` '� f - a•• .• SEE INTERIOR R•. a•- _v - ~ ELEVATION, TYP P I I 07 92 00-SEALANT ELEVATION, TYP Jurisdiction Stamp Area FLOOR FLOOR FINISH Al FINISH FLOOR PER FINISH • -41111 ► 03 30 00 SLAB ISOLATION PER FINISH FLOOR FINISH PER FINISH SCHEDULE/PLAN -- JOINT FILLER SCHEDULE/PLAN PER FINISH FINISH FLOOR PER PLAN - ' SCHEDULE/PLAN . FLOR TYPE ,► - 03 30 00-CONCRETE FLOOR TYPE FLOOR PER ROOF FOOTING PER ROOF FLOOR TYPE FLOOR TYPE FLOOR TYPE FLOOR TYPE , 7 ' TYPE PER PLAN PLAN PER PLAN PER PLAN PER PLANPER PLAN . FLOOR FINISH All 03 30 00-SLAB ON GRADE PLAN 40E) 40 410I00" IHCO CF-XC ► SCHEDULE/PLAN C._-_X2D F-XX � MAIN FLOOR _ AIN FLOOR - - - MAIN FLOORMAIN FLOOR -/ - - � - - � -2 • . • • _; .a : V '---194'-0" 1940 da 1941-0" .1 ' . - ' • ` - - c 194'-0" • '- a • .. -• •- - - a _ a - . . - - - � � �. = c4 � _ rw � ''(:!-5.04.41r - _ w _ ,.•• •r��• _ - � f••f• •f _• r• � ' �f .a Lr rr r' 1�_ I I �_ i�ce I�• . 410,411 _I•fII •_1 I• ' w, I�r I�� •� � � 1 � � � •+ � � � •► + � +I � � ' � � ' r ` . 7•�� 4•_ 1 �'1�0" I�� • Iiz•• • • I • Iir�• �• � � : -' �t I'� �_ ( � • : w � 4. 4. . r i �r � < r r rr • w w � � w �. � " ;w zs4 s as � ;i 11 " g s �.� �P•- + • • • • • � •• I � :00:0:0:0•404•10' w _ i •f • • � � � � • • ♦ � � • � � � •r •r.•OS e• Si• • • Till� r •+� • �I �� •I•� � - - �• 1I � i !�� o - d Q _ 11 1 1 11 WALL SECTIONS C �• r � _- _•+•+•_.. ')4 _• • • • •wY •_ _• _• +.,�+•+•��•r. ftwVw h i Mir r w • r ••w w w r -- ...z .r i �. '. . , . . .moi i i . .s. . • _ �� '�"�0-1 T•��r• _��.-.�� ' i ��i _ •Z•Z ��♦ _��• _�� _. _�_ _��_ _ _a "• • ._�_�._ x_.�_�r•__• � �• �� ...~'.T0.-1 _", r9'• '•�# " -, a .� t' �t'�� _��L ' 4� I ( ° ° ° - - I I I kII II . I 4 I I 1 I — __ y _ 1 I I � — 4 " a4 - e.° -• — —_ _ _ — I v ° • 1 .Q . = — ; r. � ad-'_ 4,e -°- ':4=" :-: p - ' - - LOBBY FIREWALL • b4 ` W CO — i : dI . a- n 1=1 i . I _ 4 , . _a e4. _ _ a : 4 p o ' . HI 1 f - .4' ; -.a . . . ,_ :< a 11 111 - - • 11 CI N II—III—III I III III I I v a . I I I i I- I I 1 I I I I I I I I I III— — :a . - °. w• ';, II Hi 1 1 1i IIIlf 1 1 1 III I ! I III I ! I IIII CI . .:AIII III IIII— —Ili II - 1 1 1 IL11—III II , I 1 1 111 11 —III III II I I I I I � ill I I I I c I III III III III I I I— co NI FIREWALL 1 JOINT AT GRID C5 FIRE WALL-LOBBY SOUTH WALL CORR DR - CC FIREWALL - LOBBY SOUTH WALL - C81CB.9 FIRE WALL-LOBBY SOUTH WALL BRB @ CB.71C7 ct 4 3/4" � 1'-0" 3.4" = 1'-0" w A4 .22 `6 3/4" = 1'-0" f� 3/4" = 1'-0" 0_ S7N1 �`� � � / 0762QO-PREFIN METALCOPING 5, / l SEE © bassett! �/ / ,\A5.51 architects I T O PARAPET T 0 PARAPET - PER ELEV �� -- II PER ELEV , 1 ion._ T O FRAMING I ,•! T O FRAMING 721 NW 9TH Ave, Suite 350 r,`Ir - • mi� #a - Portland, Oregon 97209 miler- i T (206) 340 9500 F (206) 340 9519 7 brii FOR COMMON NOTES 1 I - I ROOF-CEILING &CALLOUTS SEE ■ TYPE PER ■ 1 / A4.23 ROOF-CEILING ■ ROOF PLAN TYPE PER CIVIL ENGINEER & LANDSCAPE ROOF PLAN CD Cardno 6720 SW Macadam Ave Suite 200, ROOF I I I RC-XX I Portland, OR 97219 • TYPE PER a A 4�j T(503)-419-2500 ROOF PLAN ROOF RAKE '1111 111111111111 SEE mL�e!!��!_I ali 1 1 so��s�staq �/ 110" STRUCTURAL ENGINEER Ca_� iD► .Ij1► Catena Engineers 1 I �1 g 11 • 1 } -� 1 1500 NE Irving St., Suite 412 . . .. A5.55 111 Portland, OR 97232 - r l - 111 -1 T(503)-467-4980 • MECHANICAL ELECTRICAL & --- - - - 07 24 00-EXTERIOR ■ 07 24 00 EXTERIOR PLUMBING ENGINEER =----=====--=-=--- -;-=_-=- INSULATION • AND FINISH 'J�- SYSTEM �/ INSULATION AND FINISH Glumac I I 7t 1 SYSTEM 900 SW Fifth Ave., Suite 1600 — ' - Portland, OR 97204 ill i ■ I = i T(503)-227-5280 !1 - METAL WALL d• • 1 FOOD SERVICE CONSULTANT 7 — / PANEL PER 1 1 Webb Foodservice Design PER PLAN ELEVATION 1 3700 SE Lafayette Ct. • Portland, OR 97202 ■ T(503)-236-8566 II 1 I j ,� t 1 R �1 ACOUSTIC & AV CONSULTANT CEILING / .", I WT CEILING PER i The Greenbusch Group PER RCP � `Ii CEILING PER RCP - 1900 W. Nickerson St., Suite 201 WT RCP WALL TYPE Seattle,WA 98119 PER PLAN T 206-378-0569 WALL TYPE I COST CONSULTANT PLAN ■11 Construction Focus 07 62 00-PREFINISHED • 740 Almaden St. - • ■ BREAK METAL EXPANSION Eugene, OR 97402 07 62 00-PREFINISHED ■ - 07 62 00-PREFINISHED BREAK METAL EXPANSION • BREAK METAL EXPANSION JOINT COVER T 541-686-2031 JOINT COVER ■ JOINT COVER SEE 1 - _ SEE I 1 SEE - A5 65 ROOFING FLASHING EXTEND 0 12"MIN OVER NEW ROOFING D . I � 1 I ■1 5 MEMBRANE A, , Ate/ 11 A5.65 'L ,_,, 'ea .,,, - N� 411-11 _ ..._. UPPER LEVEL ease 91 `� ■+° ��: UPPER LEVEL T* UPPER LEVEL NfcCONAC �� - -- - -- - � -�, 208'-01, �' ,� , ,•I It . - . 208'-0" ��, ' 208-0 S7. 1 S7 I I = — .' } — 1 �'� x i NEW 10'WIDE ROOFING a S ::----Ti 1 iii i. I iai =� MEMBRANE(MATCH EXISTING �� `:.,.! - •:, % 1 �;,,,�i' . ROOF)OVER EXISTING ok 1 SEA E,WA I : . -_� .I 1 COMPUTER T ROOFING p I ,I.► •- A GRAPHICS _ ROOFING BASE CLASSROOM I - _ _. _ - - - ,l, I 6" ' -- - - 1 — I - I FLASHING OVER NEW X ' i? � -- =1 1 0 I a /2 18 E I / ROOF CURB& EXTEND 6" JOINT ► �► 6 ---, I r I r l OVER EXISTING ROOFING - --_ COMPUTER 6,1 L I.• ;- GRAPHICS ,► '- I ,► • IA I_ 41 01.Main= (E)ROOF STRUCT DEMOLISH EXISTING • PROTECT&REPAIR ROOFING TO STEEL I . WALL ' • AS REQUIRED, TYP I DECK FOR INSTALLATION __ TYPE Mr■ OF METAL STUD CURB PER 1 \ � PLAN \ (E)ROOF, PROTECT& (E) BEAM PROTECT WALL TYPE FLOOR FINISH &REPAIR AS PER PLAN REPAIR AS PER FINISH I I FLOOR REQUIRED, TYP I 07 62 00-PREFINISHED -- REQUIRED, TYP PLAN— FINISH PER BREAK METAL EXPANSION FINISH PLAN JOINT COVER FLOOR • FLOOR FINISH PER ' SEE TYPE PER FLOOR- M. 1. FINISH PLAN 12-- TYPE PLAN CEILING 2PER ■ FLOOR CEILING I A5.65 I 1 - ( F-XX > PLAN I TYPE PER PLAN OPP �' —'� r ! ._- _ UPPER AUX _ .� _ _ J - _ - - UPPER AUX Fc _ _ _ : UPPER AUX ,F�� UPPER AUX ; �� 201'-0"� ° 4 -- 201'-0" A. ,. 4, I 201'-0" .. 4. 8 o-a 201'-0�1 Ar ROOF 1 �n,� TYPE PERCRC-X? I I (E)CONCRETE I z ' ■ "LTJ rROOF 1 11 1 COLUMN, PROTECT& I 1 !.•►�it � ��::' REPAIR AS PLAN � ' REQUIRED, TYP 1,4„ jr 6" �/_ (E)CONCRETE 1 I� 1 _ - iH VI WALL PROTECT _ • - 11.3, 7 - ■liii�l L & REPAIR AS - 1 NMI110- — (E)CONCRETE WALL REQUIRED, TYP 1 _- - - I �� &FURRING WALL ■ PROTECT& REPAIR • 072400- EFTS AS REQUIRED, TYP 7 (E)CONCRETE 'mom' • j• PER ELEVATION i� COLUMN. PROTECT& 1 REPAIR AS I A Y 6, 1 REQUIRED, TYP 1 1 10 1�2 REVISIONS DATE JOINT CEILING PER / w RCP I II 4WT s ' s '- WALL TYPE PER PLAN 464 CEILING/I I PER RCP -<2 1/2" 3' CEILING PER I WALL RCP CEILING 4 TPER :/4" . TRAINING --, PER RCP I . _ • I PLAN ' T1 \ MAIN FLOOR —.2- MAIN FLOOR MAIN FLOOR _ - WALL TYPE N MAIN FLOOR PER PLAN ' - I I 194'-0" I I 194'-O" _ I pp. lmi. 194'-0" Ar 194'-0" Ar TIGARD TUALATIN SCHOOL DISTRICT 1."-� DEMO (E)WALL I I I cO - I. -� TIGARD HIGH CORR HEAVY MAKER DEMO (E)WALL 07 24 00-CMU SPACE I Ir'!1.' PER ELEVATION OFFICE AUTOSHOP CORR 1 AUTO I SCHOOL CLASSROOM - ti.. . * WALL PROTE ET MODERNIZATION & REPAIR AS I REQUIRED, TYP is 111 •I j 9000 SW DURHAM RD. • WT TIGARD, OR 97224 0811 13 INT SOLID STEEL - • ,_ .I no WALL TYPE I JOB NO: 16992.00 DOOR ------ Ii. PER ... PER PLAN SCHEDULE ISSUE DATE: June 19, 2018 FLOOR PROTOORING OS 71 00 THRESHOLD (E)FLOORING I (E)FLOORING Jurisdiction Stamp Area FINISH PER m. REPAIR AS REPAIR AS FINISH PLAN -- REPAIR AS REQUIRED, TYP REQUIRED, TYP REQUIRED, TYP FLOOR FLOOR FINISH PER (E)CONCRETE FLOOR FINISH (E)CONCRETE TYPE r FINISH PLAN — FOUNDATION PROTECT PER FINISH FOUNDATION PROTECT PER FINISH FLOOR PLAN-- PER & REPAIR ASPLAN FLOOR TYPE PER --- (E)CONCRETE PER FINISH & REPAIR AS SCHEDULE I REQUIRED,TYP PLAN I FOUNDATION PROTECT REQUIRED,TYP PLAN-- I FLOOR 08 71 00-THRESHPER OLD R - 1�XX ) _ & REPAIIRREQUIRED: TYP FLOOR — TYPE PER— _ _ _ LOWER LEVEL TYPEPLAN SCHEDULEELOWERLEVEL ;� - LOWER LEVEL ao LOWER LEVEL \-- PLAN — - - - 187'-D" 187'-0" a '''.° . _I_ . - -.. . • 187'-011 187'-011 AP F- dd , ; - (E)FLOORING ° Yd_ XX \ CO • � • PROTECT& REPAIR "1i,4440,•••/•,� Vr.� 64 ` AS REQUIRED,TYP ?a' =�a +a+i4 a °q. �f I AUTOSHOP =, - -_ - - _1 I AUTOSHOP rte • AUTOSHOP i .VN :' -�.- _ AUTOSHOP WALL SECTIONS d�' • a- _ 6� -� - 186'-2" ALL, _ y? •- +_ . - . .4 _/ - . .I L + 1 " •t o \ _ . - - ! " `1 V - 186'-2" I _ ' 186-� T 1$6-2 V 4-00---40„.._ .: - ._ . LOWER a ` a� LOWER - a •� LOWER ''Vi •-'•-'. - LOWER I— AUTO SHOP `` ='`_ 41 = , — -CUSTODIAL -�• a •r_,. CUSTODIAL i I - � I , - CUSTODIAL -F I I - 11=' -- 0 = 1_ CUSTODIAL AL LLI �- 1851-511 -.Y 185'-5" as 1!2 - 185'-5" LI11 85'_5„ cn SEISMIC J0INTS 1 1 -kI 111 111E-111-III- 11 HI 1 I 1 11- 1— CD _ -119 111 ' III 111 Ill 11 I II III III II CON CC ,,.. -- WALL SECT - MAKER SPACE 01 - S71 SP.7 WALL SECT - AUTO SHOP - S71 SO.S WALL SECT - AUTO SHOP - SO/S3.2ci) WALL SECT - AUTO SHOP - SO w A4 .23 4 �' 314" = 1'-0" 314" = 1'-0" �� 314" = 11-0" 3/4" = 1'-0" -� � {- � {,..______\ bassetti, (S13) S14) S13) S14) •___, •� architects 07 62 00-PREFIN METAL 07 62 00-PREFIN METAL COPING 721 NW 9TH Ave, Suite 350 COPING 2 ` I I SEE 2 Portland, Oregon 97209 A5.51 A5.51 T (206) 340 9500 F (206) 340 9519 T 0 PARAPET T 0 PARAPET �s..i:ei �' T(PER ELEV — "" N I PER ELEV CIVIL ENGINEER & LANDSCAPE �� TO FRAMING ,,�IH; ��' N T 0 FRAMING Cardno • 07 62 00- PREFINISHED ' A I :1--- 6720 SW Macadam Ave Suite 200, 6,. 2'' BREAK METAL EXPANSION I Portland, OR 97219 — JOINT COVER fl, SEE 1 A5.66 'I T(503)-419-2500 I NEW 10'WIDE ROOFING ROOF-CEILING .1 I T 0 PLATE 0_ MEMBRANE (MATCH TYPE PER • :_j___ STRUCTURAL ENGINEER ROOF TYPE PER I N..; s,, EXISTING ROOF)OVER ROOF PLAN i= 07 24 00-EXTERIOR Catena Engineers % + PER ELEV ROOF PLAN 1 w-I/ EXISTING ROOFING, TYP INSULATION AND FINISH 1500 NE Irving St., Suite 412 - i ,.So. CRCC I .i I SYSTEM Portland, OR 97232 •„i, ► T(503)-467-4980 `� (E) SCIENCES I i�{ • (E) SCIENCE S _ '' WING ROOF r1 --� WING ROOF n MECHANICAL ELECTRICAL & 11 11 -• - 5 - �- — 1�� - - �W PLUMBING ENGINEER 211'-6" , 211'-6" _ _ _ _ _I _ /1 W -,. ' - - _r 1/ Glumac �` f �-! \ / 1 / ` ►Z,— ! / 1 - 900 SW Fifth Ave., Suite 1600 � . " ".' ._ Portland, OR 97204 V T(503)-227-5280 EXISTING WALL, - FOOD SERVICE CONSULTANT WT PROTECT&REPAIR -; WALL TYPE AS REQUIRED,TYP i-.: PER PLAN Webb Foodservice Design mli` 7 , . 07 62 00 PREFINISHED Portland, OR 97202t BREAK METAL EXPANSION JOINT COVER 3700 SE Lafayette T(503)-236-8566 6" 5" - - SEE-.-fr :, , s. 4 A5.66 ACOUSTIC &AV CONSULTANT 111 : . •• ■ • -; The Greenbusch Group i '11+I_` ` 10 • UPPER LEVEL4i . . '� 1900 W. Nickerson Si, Suite 201 ( 208'-0" I T O PLATE Seattle,WA 98119 i PER PLAN i� - T 206-378-0569 CEILING PER r• CEILING PER / �I PER ELEV RCP .. RCP :- ; COST CONSULTANT - WALL TYPE `b44-0 p' • PER PLAN r Construction Focus 07 95 13-INTERIOR WALL/ — ` I CEILING JOINT COVER I 740 Almaden St. NEW 10'WIDE ROOFING Eugene, OR 97402 DOOR PER MEMBRANE(MATCH T 541-686-2031 SCHEDULE I . EXISTING ROOF)OVER izz,— l ' EXISTING ROOFING, TYP ( si,.)(S- D AIN%` WALL i TYPE PER i CLORN£MCCONAC Tel PLAN I ease 911 FLEX CORR wT ' � , A1 SEA E,WAs I-` 0 12 18 • j J — Q Q FLEX ' ' OFFICE 07 95 13-INTERIOR ! : f 09 21 16-GWB FLOOR/FLOOR JOINT COVER 07 9513-FIRE BLANKET SEE 12 / A5.66 C- 07 21 00-BATT INSULATION FLOOR FINISH PER • FLOOR FINISH PER EXISTING FLOOR, FINISH PLAN— 06 10 00-SHIM FLOOR TYPE • / FINISH PLAN & PROTECT&REPAIR FLOOR : 05 40 00 6"METAL STUDS PER PLAN 6" 5" k/ SCHEDULE, TYP AS REQUIRED,TYP CEILING TYPE f CII �� PER PLAN 05 40 00-EXTERIOR WALL SEISMICIJT FLOOR INFILL PERSTRUC (E) I • ' (E) E SCIENCE S. Fc ( SHEATHING E SCIENCE S. _ i 1._ WING MAIN FLOOR _ _ _ — WING MAIN FLOOR AL ' 199'-0" 2 , — — 199'-0" ',_1 1 IF 7 7 1 1,..o, r yyi IF IF 7 ri 4 '� - )1‘ l I I haft-- 1�1/2"6" 15" , • 07 21 00-BATT INSULATION SEISMIC JT 7 . I I R 38 W/VINYL WRAP& PIN mumJ I ATTACHMENT • • 1I • • II I : I I 1 111 EXISTING WALL, — — — 1-_-- 1 ,`�"I+ PROTECT&REPAIR +' � AS REQUIRED, TYP 1 IL 0512 00-STEEL BEAM, COORD WI STRUCT DWGS 05 40 00-3-518"METAL EXISTING FLOOR, # STUDS 1 PROTECT&REPAIR REVISIONS DATE 05 40 00-3-518"METAL — AS REQUIRED,TYP 054000-3-518"METAL PER RCP STUDS STUDS MAIN FLOOFfth MAIN FLOOR n — — — — 194'-0" A. 07 46 46-SOFFIT PANEL 194'-0" v 07 95 13-EXPANSION JOINT PER RCP PER RCP COVER ASSEMBLIES T07 95 13-INTERIOR CEILING/CEILING JOINT COVER TIGARD TUALATIN SCHOOL DISTRICT I TIGARD HIGH SCHOOL EXISTING ENTRY DOOR, MOD E R N I ZAT I O Is PROTECT& REPAIR AS REQUIRED TYP DIV 32-CONCRETE PAVING, 07 92 00-SEALANT COORD WI CIVIL DWGS ,—EXISTING FLOOR, 9000 SW DURHAM RD. (E) SCIENCE S. PROTECT&REPAIR (E) SCIENCE S. TIGARD, OR. 97224 WING LOWER DIV 32-CONCRETE PAVING. AS REQUIRED,TYP WING LOWER 1 I COORD W/CIVIL DWGS JOB NO: 16992.00 LEVEk LEVEL ISSUE DATE: June 19; 2018 n 4 186;-6" - -_ . : I 1861-6"� . . . `.. Jurisdiction Stamp Area P��;.�. •+ .-��:r�+ + i ! . =.!-.i A?' ,..,'.-. •.�-�s� .' .., ,''.�;,a r:. IP. . Z.!f. � II II ii - � — � I� �� I 4 �— . I .. .I �. - I LOWER TI--i LOWER CUSTODIAL_ _ — - 185'-5" - �. . . . CUSTODIAL. Ti 1 Tr—lir1 HI I III 111 111 1 , 1-1 1 f-11 —11 11 11 ,=111 H I I 1=11 I-11 I—III—II I I I—III—II —1 I I I WALL SECTIONS - LU SEISMIC JOINTS a U) ai Lo WALL SECT - FLEX & OFF S13/SN �= N WALLSECT - FLEX & CORRS13/SO 1 3!4" = 11-0" 2 3/4" = 11-0"co w A4 .24 0_ S7 S7. 1 S8 1 PARAPET SIM liassetti 14 architects ROOF TYPE PER /( A5.58 ROOF PLAN 43:0 I 1 "` f �S7� 721 NW 9TH Ave Suite 350 Portland, Oregon 97209 111, LI !!P!i• T {206} 340 9500 F (206) 340 9519 ROOF CEILING . i TYPE PER ROOF FLOOR CEILING I = PLAN ROOF TYPE PER ROOF PLAN TYPE PER PLAN CIVIL ENGINEER & LANDSCAPE `pil' RC-XX I CF_ x-) Cardno 1i R-XX 6720 SW Macadam Ave Suite 200, I. _ _ , Portland, OR 97219 1 Ai i IEEE -1-1-1- I _ � - — - - ( o ) 19 Q -`.. - T 5 3 4 250 I_ III' [ I I ) , I STRUCTURALENGINEER J ji ' �__ - � I ■■■ Catena Engineers / 1 / , / , / / ��-^ ,-�_.r y _ ■� _ ""�� 15OO NE Irving St., Suite 412 I - 1 7 / 1 / Portland, OR 97232 � T(503)-467-4980 4MECHANICAL ELECTRICAL & 4, PLUMBING ENGINEER A < i % Glumac X � 1 900 SW Fifth Ave., Suite 1600 4,44110 Portland, OR 97204 MECH DUCT/UNIT,x / A a. T(503)-227-5280 SEE MECH 4' .\ DRAWINGS 4+ I ► FOOD SERVICE CONSULTANT 4 Webb Foodservice Design h5 I _ �� 3700 SE Lafayette Ct.yx ; Portland, OR 97202 Ai ' T(503)-236-8566 ACOUSTIC &AV CONSULTANT _ The Greenbusch Group 1900 W. Nickerson St., Suite 201 III, ► . Seattle, WA 98119 09 51 53 ACOUSTICAL :� T 206-378-0569 WOOD FIBER PANEL + �i A A COST CONSULTANT 09 21 16 GWB I •0+ Construction Focus I 404 110 05 40 00 3 5/8"METAL ` 740 Almaden St. STUDS I s` Eugene, OR 97402 Ii T 541-686-2031 3, .WALL 4WALL I 1 CEILING PER RCP TYPE LAN �i PL.AN PER �' t 4' - ie - CEILING PER RCP vvT 4 vvT LORNE McCONAC + ease 91 40 u — - - UPPER LEVEL j I— — _ UPPER LEVEL + SEA E,WA , 4 I 41 0 /2 18 CORR = 1.- AEROICS I = 5., �+ : 5"----..... ti 5" a. 411 i / A 4114 , 06 42 00-HARDWOOD TRIM ' A i----- i - ':. is i I I CORR W200 11111 i' i i' W :' I i + 41 Ali I S. FLOOR CEILING A FLOOR CEILING TYPE PER ROOF �' TYPE PER ROOF FLOOR CEILING PLAN - PLAN TYPE PER PLAN I go FC-2 QFC-XX EX -/', - - a a s UPPER AUX I UPPER AUX - - - _ ° - d a °4." - ''J • 2011-0" . .Ar -26•P=0" + ' 49 4 4 1 401 4 4 ..0, � 4 1 i mss' 4 STORAGE : i � �' 41 W 01. 114 41,01 W114 4 i iv 1 4 .4' 44 REVISIONS DATE s:; i ii � 4 4 I WALL 3 40 j1 TYPE PER 1 AUX GYM I PLAN II ii ii i I Viis 1 40: 149 4 ►� I �.4 CEILING PER RCP I I . �� AD 4 41 A 1, . . 4. WALL ' �� WALL WALL '4 _ WALL 4 10 TYPE PER �, TYPE PER TYPE PER �i TYPE PER CEILING PER RCP PLAN ►�+ PLAN - CEILING PER RCP PLAN Ai I PLAN I f + FLOOR TYPEit it . 3 ��, �f 03 30 00-SLAB ON GRADE PER PLAN i i 4 4 to- 4 . ? 4 �� GIRLS LOCKERS F TIGARD TUALATIN SCHOOL DISTRICT _ _ �! CORR ► MAIN FLOOR 4111 - I _.._ : - - MAIN FLOOR }r . + - T .�, .. AI 194'-0" - a' d - a` : 194'-011 TIGARDHIGH f A _MPiv ', S, 4 WALL 4 :• .'•o :` 4 ._. 1 TYPE PER SCHOOL I 07 26 16 VAPOR RETARDER ' .fr !r %.ar tiz r PLAN ii I A ii. . , f " - t ' MODERNIZATIOF' } : : 1 �4 � 07 13 00-TERM BAR AND . 1' . ,. . 1 s 1 4 = SEALANT — . }� .~: s 1 •• a —, - a . 4' 4 4 -rt *-r - .4. . CORR - - W000A 9000 SW DURHAM RD. l i40 7 I 4 ��4 VOL r • - a 4 TIGARD, OR. 97224 ♦. —I v. .ted-a 41 07 13 00 VERTICAL "� :..,+ j JOB NO: 16992.00 ��' SELF-ADHERED L_= • 0,_ ;0 _ ..4 V • r • .r 1 ISSUE DATE: June 19, 2018 is S. ; ie 4 WATERPROOFING v ' 4 ►� 4 Jurisdiction StampArea 11 66 23 WALL PADDING ► �� MEMBRANE ..*~-00* `_«c 14 it 4 ► 4-401 07 13 00-PROTECTION ' , "ter ,..Atli j ....i... .'-_ 4 �� ; �� BOARD 4.00 r - - . A ! �' �, . *?r .�* ter' I--.,- 09 64 66 VENTED BASE �i �� ►� 03 30 00-CONCRETE ,i49 is 4.i le FOUNDATION WALL '4 ,� # . °..4 - 4. 03 30 00-SLAB ON GRADE 1, Ii 1 1-imesea I `. 4.4 09 64 66-RESILIENT A A, �, �! 07 26 16-VAPOR RETARDER 1 - 1 ATHLETIC FLOORING �� i � � !� I e "_ 4 44 is; 07 13 00-HORIZONTAL a s - - 07 2616 VAPOR RETARDER �� FLOOR TYPE �, 4,,,..1..-4„,,. . ...r.F ii ,' 1 FLOOR TYPE �� ' PER PLAN �, SELF-ADHERED - 1 4 4 PER PLAN 41 jirrli — - - —/ -d a - -_ -o-y - --�- na � . ' • - - talk," � ` - a . d WATERPROOFING •, ; � 1 = " °033000-SLAB ON GRADE i �4 MEBRANE = { i C• O I . 1 1 CD 1 A' LOWER LEVEL �. ' �I . a cc � s LOWER LEVEL— - l • �. . T-0- a a�. WALL SECTIONS -0'�-,-7 '-- '- ' H „� '" .—,,--, '. ''. m _ •d ' a I_ " 4 .e_ _ 4h - . .. a -a _d . . ;dd . . z:-.__ . -a -a '' e� - - - - _ .. a1s71-oIff . ' - 4 - - � rrte• ler'.. • r f..►.wrCi -< - - a "- � r _r1rwa � s . +rrr . � M A -f r `` f _ a . . a _ d _ r • •�• * _ _ r ! . • r • 4• • .om r • • . �r • .. _aori • _ Q .. ._ I I I I I I I r i iV_i ro r 2 * V) 1 ! I III 111I 1 III ill 1 1 11 I I III III—III III—III III III 1 1 1 IIIk I I III—III I k l III IIIc i I- III—III IIII I— � L -11j- '-"'-�` � i • e-CO = - --1T --, ‘15 • • /\L1. 25 CB • - WALL SECTION — AUX GYM EAST _ WALL SECTION — N7 CORRIDOR 0_ 314" = 1'-0" GI 314" = 1-0" - - P bassetti architects 9'-2" 7'-0" 7'-51/2" 9'-0" 2'-11" 61-3" I 2'-11" F/ 4'-1" / 2-11" 4'-6112" / I 2'-11" y 6'-5" II illi MWP 1 721 NW 9TH Ave, Suite 350 MP \A5.22 .5.2,y MP A5.22 Portland, •• - - - - ._ 1_ - - - - - - - T - - ` \• _ - - - .- -- T (206) 340r9500 F (06) 3409519 I • Igi EN EN gi I /`- // 3 MWP / /%. I i 3 MWPI - / /� 3 MWPA o 1 /' 3 MWP // 3 MWPI CIVIL ENGINEER & LANDSCAPE 4 N / � A5.22 N !_iji // �1 A5.22 c_1' A5.22 Cardno N I �/ _ 'rte I A5 22 "' / 6720 SW Macadam Ave Suite 200, N / A522 `�' eo / / bo I / 1 -� 'Co I ao - / o / N / / I 23 i:i / I 23 9 / // ® �v J/ / - 23 ry / T(503)-419-2500Portland, OR 19 J / A5.22 / I A5.22 1 / I A5.22 / / / CMU N / CMU / i ®CMU N� C / i / I CMU N , N �h N N ��N I / - I/� ! / I / STRUCTURAL ENGINEER _ / , / / N / N \ \` 1 ` ` , r �, 1 ` • ` Catena Engineers �� \ \ • \ 1500 NE Irving St., Suite 412 SIM SIM SIM SIM SIM Portland, OR 97232 0 ,,,,,...\\ 10 5 19 10 q 10 5�in 0 10 5 0Alk T(503)-467-4980 A5 57 A5.22 A522 `n c5.23' �A5.22J A5.22 NA VWCMU MWP MWP LEVEL MECHANICAL ELECTRICAL & \ �- - - - - 208'-0" PLUMBING ENGINEER C Sz a c Glumac S4 900 SW Fifth Ave., Suite 1600 Ai LAMINATED GLAZING AT ALLV LAMINATED GLAZING Portland, OR 97204 RIO IGUS S2A NO OPERABLE VENT AT ALL IGUS T(503)-227-5280 el NO OPERABLE VENT el NO OPERABLE VENT FOOD SERVICE CONSULTANT ® LAMINATED GLAZING AT ALL ® LAMINATED GLAZING AT ALL Webb Foodservice Design IGUS, NO OPERABLE VENT IGUS, NO OPERABLE VENT 3700 SE Lafayette Ct. Portland,OR 97202 7'-8" 71-8'1 /, /' 7 6'-3" 3'-10" • 6'-3" T(503)-236 8566 16'-31/2" / V 15'-4" 3'D" 4'8" 4'8" 3'-0" 3'-0" 4'-8" 4'-8" 3'-0" �V OPENING 3'-9112" OPENING 6 •/ ACOUSTIC &AV CONSULTANT / /, �, 1 �I ,r ,� y y lie J, or •� 'I OPENING 2'-10° y OPENING The Greenbusch Group ,\ \ `� `` \ \\ \\ \` 'I 6 - • �` 1900 W. Nickerson St., Suite 201 r N N .� r 6 �` N ` ` ` ® Seattle,WA 98119 � -� T ` \ A T 206-378-0569 0 AI o r 10 0 0 COST CONSULTANT IZIP �� N N A5 24 N N N Construction Focus �• •� • �� •�� • \� o� �� 8 �� 740 Almaden St. 0 0 op r o -N MN o i-..4i o cu } o _.A5.22 ` T 541-686 031402 -A-- • _ . 7\-- I F o a - -' 0 10 1`A�/�� (V N N N T 10N T MP '� `C Z? 9 r o) o) �_ A5.24 5 "' SO LORNE McCONAC N N T / N ..` \ \` •�` N 5� A` S` - T A5.24 rase 1 9 CrA 1 0 "' 10 �5.2dAith 110. ' ' 171 TapM A�„1 • SEAS WA \ UPPER LEVEL UPPER LEVEL \ MAIN FLOOR MAIN FLOOR _ \ N UPPER FLOOR _ MAIN LEVEL LEVEL X208'-0" - 2081-011 194-0" S7 • 194'-0" 8 s s - - - • 208'-0" 194'-0" -- _. __ - C/ t S6 8 S9 n 0 /2 1 t3 �/ S10 S 1 i u --....„,-- 14'-6 1/2" 14'-61/2" 25-6" 15-8 1/2" Le 2T-0" OPENING 4'-10 1/2" 4'-10" 4'-10" 1'-6" 3'_1p11 3'-6" OPENING 3'-10" 1'-6" 5'-2 1/2" 5'-3 1/2" 5'-2 1/2" e/ ° f V e aI .- of �I 2' 10" 2" 4'-10" 21. 2' 1D11 21, 4'-10" 211 2'-1011 211 4'-1011 211 2.1011 2' 1 f f \ ♦ .'1 Ii- - _ /I- /,, /F - - - - , Vii; �� _ _ - - T 1 /, , A1 . / I / I / / / / / I / / I / I / / I / I /1 / I /1 / /1 N�� // I // I // ,/ I // // // I / �/ I �/ I // I �/ I // �/ I / I �1 / �/ N / I / I / / i // / / I /, / 1 / I / I N A5.25 �■ / / i / / I / I / / • / co N I / I / I / / I / / / I / / I / I / m / I / / 1 / I / I / • / . / 1 / / / / / I / // I / / I // 1 i �, �.. _4. / f/ I / 1 // / 3 SIM /7 I // 1 // / 1 // c I // 1 / / I / l / 1 / I / I / I / 1 / / N I / I / I / / I / / / I / / I / I / I I / I/ / I/ I / /� A5.22 \ \` 4, . L. V .r c' \` 1' 1 ' 12 24 00-MOTORIZED ROLLER SHADE (-25' ak / 12 24 OO-MOTORIZED ROLLER SHADE,TYP TYP UPPER GLAZING I \5. 3,1 VW b Z o VW ¢ 6 •s AS N. N O r N t., [1 1 1 ADDENDUM 5/11/18 •j� T T T # REVISIONS DATE T T T • INDICATES EXTENT AND Q 10 1. VERTICAL FENETRASTION MAX ASSEMBLY U-FACTOR: SECTIONALIZATION METAL FRAMING: OF ROLLER SHADE VW FIXED STOREFRONT- 0.28 r .� MAIN FLOOR _ ENTRANCE DOOR- 0.65 -- - -- - - �• - - - 194'-0" WINDOWS- 0.29 '. SCGC ALL FRAMES- 0.26 MAX HORIZONTAL FENESTRATION MAX ASSEMBLY U FACTOR: ' SKYLIGHTS- 0.45 �j U SHGC ALL FRAMES- 0.33 WINDOW SHADES 2. REFER I 1 / AND I 21 A5.21UE STOREFRONT TYPES FOR EXTERIORTODETAILS FENESTRATION A5.21 FLASHING SEQUENCES 3. GLAZING TYPES: a o IG-1:ALL EXTERIOR TYPES NORTH AND EAST FACING E M TIGARD TUALATIN SCHOOL DISTRICT U-VALUE:0.20 MAX o 0 SHGC: 0.26 MAX 2 z T I GAR D H I G H VISIBLE LIGHT TRANSM:59%MAX -I -tLI OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS NOM DIM PER SCHEDULE INBOARD LITE: 1/4"ANNEALED FLOAT GLASS /� TYP i� IG-2:ALL VALUE 0 T0 YPES MAX SOUTH AND WEST FACING UNO DIM POINT J� i S c H o o L SHGC: 0.22 MAX VISIBLE LIGHT TRANSM:44%MAX 0 111M O D E R N I ZAT I O f OUTBOARD LITE: ANNEALED FLOAT GLASS v INBOARD LITE: 114"ANNEALED FLOAT GLASS u a IG-3: EXTERIOR SOUTH FACING CLASSROOMS BY LOADING DOCK a U-VALUE:0.20 MAX SHGC: 0.22 MAX o • VISIBLE LIGHT TRANSM:44%MAX M 9000 SW DURHAM RD. OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS s DIM POINT zTIGARD,OR.97224 INBOARD LITE: 1/4"ANNEALED FLOAT GLASS w\ LAMINATED GLASS FOR GLAZING IN A FIRE RATED WALL d JOB NO: 16992.00 IG-4: FIRE RATED ui U-VALUE:0.20 MAX x ISSUE DATE: June 19, 2018 4'-0" 3'-4" SHGC: 0.22 MAX c.> / I� 01-6-- . 7e VISIBLE LIGHT TRANSM:44% 6 MAX w Jurisdiction Stamp Area 3-4 A5.23 y 3111 ® OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS a i • 3-4 - 3,-0„ INBOARD LITE: 1/4"ANNEALED FLOAT GLASS o ' 6 , / 6 d/ 41-0" 1 1 H A,• \� I fi \ \--- s r r1 g FINISHED FLOOR S-1: SINGLE VISION GLAZING;ALL INTERIOR APPLICATIONS UNO O } A5.23 •/ •� A5.23 �, 3'-0,1 /, N / I c15.2'� / . 1/4"ANNEALED FLOAT GLASS A\ \` r - _ �� r - - -1 i i- '` \ 6 _ A�-Id // l / 8 H �- r - i- _ AC I // I Mk S-2: SINGLE VISION LAMINATED GLAZING;ARCHITECTURAL CASEWORK N / N / I ! 1 A5.23 N MP II / �5.2� N 1 // i �",, 1 / 3 1/4"ANNEALED FLOAT GLASS / _ _ _ _ 9 OPENING DIMENSION DIAGRAM \` / / I A5.23 23� �- - `1 -I A �T `� �% i ' I A5.23 S-3: SINGLE VISION FIRE RATED r j r - - - - Ti 1 7' Eo _ / I 1 m / N 3 0 / - `" 1/4"GLASS CERAMIC SAFETY GLAZING N `N 8 N �, / / A5.23 I / I SIM N I / I I / I / `,' I / 1 I // I N ZD / \ l / ( 3 c� I // 1 3 zip c� I // I� 3 i" I //-�-� 8 ��I / I A5.23 C° j�I // I 8 N 1 (N5.; 8 v N © GLAZED LITES IN FIRE DOORS v / 7 � y /' 1 5.23 I // I A5.22 v I // 15.23 v ( / 5'23 N I / 1 N 1 / I A5.23 I ��\ 1 NVW S-4: SINGLE VISION TEMPERED GLAZING CMU - 04 20 00 UNIT MASONRY / , N / I I / I I / I / N I / I N / I 1 / I 114"AT GLAZED LITES IN DOORS AND SIDELITES EXTERIOR \ r" I \ I' I V I' _ i' I e �' .! \ MWP - 07 4213-METAL WALL PANELS I 5 1 D 25 ,`- 5 SVISION CATEGORY II GLAZING IM 5 ` 10 5 �� /I 5 1� (A5.23/I S-5: SING4'EGLASS AT W E5TING,WEIGHT AND AI L AREAS STU - 07 24 00-EXTERIOR STOREFRONT & a 10� - 10 - / 10 1-10INSULATION AND FINISH A5.23 A5.23 A5.23 A5.22 o A523 4 4 0 A SURROUNDING THE AUXILIARY GYM w �' A5.2� "' "' "' A5.23 A5.23 A5.23 A5.23 A5.23 �5-23 A5.2>� T - SYSTEM cn WINDOW TYPES Cei - \` \` \\ ••n \\ ••� -�` - - \1/4 -LEVEL TEMPERED cD o W1 4 CI ABBREVIATION W8 W9 -cs „......„.. „...... _...........„ 2 N- �y1 NO OPERABLE VENT W8A NO OPERABLE VENT ) GLAZING GENERAL NOTES - WINDOW LEGEND CC A5 . 11 12" = 1'-0fl 311 = 11-0,1 ALUMINIUM WINDOW TYPES bassett,' architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 90 DEGREE CORNER WITH Si 1B „ 23'-5” / `, CIVIL ENGINEER & LANDSCAPE 4'-0" OPENING 2'-10" OPENING4'-3" Cardno /. '� 'r i 'r 6720 SW Macadam Ave Suite 200, . Portland. OR 97219 . T(503)-419-2500 26'-4 114" 'r /'� i / / i / ,e ,� \ STRUCTURAL ENGINEER 4'-3 1/4" 6'-2" 3'-10" 6'-2" 3'-8" 2'-3" 4" 2'-9 318° 4'-0" Catena Engineers , / dr iv `I �� 'I'! X 1500 NE Irving St., Suite 412 ,I 1 Portland, OR 97232\r — Y — r -i' . ,. 7 / _ 4 T(503)-467-4980 b / N / N � Nom` // � /� �\ MECHANICAL ELECTRICAL & / 7 / o PLUMBING ENGINEER N N (V N / 7 / / N Glumac `1 `1 F-- / '7 // \ 900 SW Fifth Ave., Suite 1600 / i / Portland, OR 97204 0 9 / / / �; T(503)-227-5280 M M / / 1 _ � a \ .\ I �� __ _ r L I I� I \ \ ' , ,_ i I LEVEL S FOOD SERVICE CONSULTANT ` Webb Foodservice Design 3700 SE Lafayette Ct, n Portland, OR 97202 SI3 T(503)-236-8566 /� ---..„.„-- CI /® SI1B S ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 INTERIOR STOREFRONT TYPES Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 C. LORNE!HcCONAC '[� ' ease . 91 hS)EA E,WA - �5 5o 0 12 18 1. VERTICAL FENETRASTION MAX ASSEMBLY U-FACTOR: METAL FRAMING: FIXED STOREFRONT- 0.28 INDICATES EXTENT AND ENTRANCE DOOR- 0.65 SECTIONALIZATION WINDOWS- 0.29 OF ROLLER SHADE SCGC ALL FRAMES- 0.26 MAX r .'l // HORIZONTAL FENESTRATION MAX ASSEMBLY U FACTOR: ' SKYLIGHTS- 0.45 SHGC ALL FRAMES- 0.33 �/ 2 REFERTODETAILS L11A5.21 LA21A5.21 �- J FOR EXTERIOR FENESTRATION FLASHING SEQUENCES WINDOW SHADES 3, GLAZING TYPES: IG-1:ALL EXTERIOR TYPES NORTH AND EAST FACING U-VALUE 0 20 MAX SHGC. 0.26 MAX o C 1 ADDENDUM 5/11/18 VISIBLE LIGHT TRANSM: 59%MAX --- OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS 0INBOARD LITE: 1/4"ANNEALED FLOAT GLASS ?Q /t\t REVISIONS DATE 10-2:ALL EXTERIOR TYPES SOUTH AND WEST FACING UNO U-VALUE:0 20 MAX NOM DIM PER SCHEDULE SHGC: 0.22 MAX if /'r VISIBLE LIGHT TRANSM:44%MAX DIM POINT TYP OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS w - INBOARD LITE: 1/4"ANNEALED FLOAT GLASS _1 IG-3: EXTERIOR SOUTH FACING CLASSROOMS BY LOADING DOCK o U-VALUE: 0.20 MAX = U SHGC: 0.22 MAX Cl) d VISIBLE LIGHT TRANSM:44%MAX w OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS a_ INBOARD LITE: 1/4"ANNEALED FLOAT GLASS o LAMINATED IG-4: FIRE RATED GLASS FOR GLAZING IN A FIRE RATED WALL POINT Q U-VALUE:0.20 MAX w'c . SHGC: 0.22 MAX -J VISIBLE LIGHT TRANSM:44%MAX o OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS = INBOARD LITE: 1/4"ANNEALED FLOAT GLASS CC ›- S-1: SINGLE VISION GLAZING;ALL INTERIOR APPLICATIONS UNO 0 I__ 114"ANNEALED FLOAT GLASS m TIGARD TUALATIN SCHOOL DISTRICT E S-2: SINGLE VISION LAMINATED GLAZING:ARCHITECTURAL CASEWORK oar FINISHED FLOOR 114"ANNEALED FLOAT GLASS z TIGARD HIGH S-3: SINGLEVISION FIRE RATED S ^(v' H OO L 114""GLASS CERAMICICSAFETY GLAZING GLAZED LITES IN FIRE DOORS OPENING DIMENSION DIAGRAM S-4: SINGLE VISION TEMPERED GLAZING M ODERNIZATIOis 114"AT GLAZED LITES IN DOORS AND SIDELITES 5-5: SINGLE VISION CATEGORY II GLAZING CMU — 04 20 00-UNIT MASONRY 1/4"GLASS AT WRESTLING,WEIGHT AND ALL AREAS SURROUNDING THE AUXILIARY GYM MWP — 07 42 13-METAL WALL PANELS 9000 SW DURHAM RD. STU — 07 24 00-EXTERIOR TIGARD, OR. 97224 INSULATION AND FINISH SYSTEM JOB NO: 16992.00 T — TEMPERED ISSUE DATE: June 19, 2018 ABBREVIATION Jurisdiction Stamp Area "— GLAZING GENERAL NOTES �_ WINDOW LEGEND 12" = 11 0„ J 3" = 1'-0„ INTERIOR w STOREFRONTS M I- 00E. LV ,---. w A5 . 1 CL NSTEP 4. PINSTALLN PREFINT ISOHT DMTL SILL PAN -- -- WtA� ASSEMBLY VARIES SEE INERCONTINUOUS BEADS OF , SET A_ r- /ry - �� STEP 10. PRIME PER MANUF. lit: SEALANT INSTRUCTIONSAND_ STEP 8. APPLY FLUID-APPLIED .FENESTRATION ROUGH OPENING a• END DAMS-EXTEND 3" STEP6. INSTALL(2)SELF AIR1MOISTURE ♦ � .� INSTALL SELF-ADHERING �,P _ VERTICALLYADHERINGBARRIER TOMEMBRANE FLASHING ' (R d), MEMBRANE barseSPECIFIEDACROSS SILL FULLb. BACK DAMS EXTENDFLASHING GUSSETSTHICKNESS PERINSTALL JAMB SIDE WIDTH AND DEPTH OF architects 2"VERTICALLY OR INTO UPPER •♦ FLASHING&METAL J- R.O. , �- MANUFACTURER'S � CHANNEL PER 4 STEP 1. PRIME PER MANUF. EXTEND TO CORNERS OF R.O. - 2.0 INSTRUCTIONS INSTRUCTIONS AND INSTALL(2) � UNDERSIDE OF / �� FENESTRATION DETAILS ® �ti ♦�♦ ` SELF-ADHERING MEMBRANE \ BACKER ROD AND a. PROTECT FINISH ♦ FLASHING GUSSETS INTO LOWER SEALANT AT INTERIOR 6 MIN , SURFACES OF ♦♦ STEP 9. INSTALL BLOCKING ♦�' 721 NW 9TH Ave, Suite 350 BOTTOM CORNERS OF R.O. STOOL WHERE ADJACENT PER FENESTRATION �• OCCURS M1CONMTRUCTIONDETAIL Portland, Oregon 97209 Ii!Ib1nqj . FROM OVERSPRAYSTEP2. INSTALLSELF ADHERING T (206) 340 9500 F (206) 340 9519 MEMBRANE FLASHING ACROSS c. TAB, RIVET,AND SEAL 12" 1 SILL FULL WIDTH AND DEPTH END DAMS TO BACK / + 4 OF R.O. DAM �"'�.. STEP 3. INSTALL SELF-ADHERING \ STEP 5. PRIME PER MANUF. 12" ♦ 1 ♦��« ♦ �: CIVIL ENGINEER & LANDSCAPE /i INSTRUCTIONS AND ♦�� / Al ♦♦♦,� Cardno MEMBRANE FLASHING UP JAMBS ! INSTALL SELF V 4' 6720 SW Macadam Ave Suite 200, ADHERING ♦�4 Portland, OR 97219 i MEMBRANE STEP 7. PRIME PER MANUF. ♦ •♦ �4lia i T(503)-419-2500 6„ FLASHING AT JAMBS lial� � ♦ %/' °� INSTRUCTIONS AND l �� FULL HEIGHT AND AO DEPTH OF R.O. LAP INSTALL SELF- . . I� . 4.4116.,•.4♦�. ♦ ♦ ♦ STRUCTURAL ENGINEER II OVER SILL PAN END ADHERING / MEMBRANE FLASHING �,�� ♦• ♦� ��♦ Catena Engineers -/ �111I11_�1 / DAM �� _ 1500 NE Irving St., Suite 412 6 �IN�I 1 ACROSS HEAD FULL 1 II III WIDTH AND DEPTH 01 Portland, OR 97232 111 IIli��l 6.. T(503)-467-4980 R.O. �� A GINSTAEL FRAMING MECHANICAL ELECTRICAL & 61111:1 /1 � 1111I111II111i111 PLUMBING ENGINEER 11��11 Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 �- , ,. STEP 11. STRIP IN FLANGES OF �_ ,`- id r STEP 12. APPLY FLUID-APPLIED AIR/ ---* A STEP 10. INSTALL SILL PROFILE 41..„. �-N. �, -_A �-�, METAL FLASHINGS AND -�, STEP 12. INSTALL FENESTRATION -._�, MOISTURE BARRIER TO �, FOOD SERVICE CONSULTANT PER FENESTRATION ♦ ��-�-- - STEP 14. INSTALL JAMB& HEAD TRIMS WITH SELF- �-- UNIT INCLUDING SPECIFIED THICKNESS PER ♦ `� DETAILS. SET IN (2) ♦ `_.♦♦ ♦ ♦ FLASHING PER . ♦♦ ADHERING MEMBRANE STOREFRONTS, ♦ �" MANUFACTURER'S :4h . �� Foodservice Design FENESTRATION DETAILS v., CONTINUOUS BEADS OF ♦ ♦ ♦ ♦ FLASHING AND TRANSITION ♦♦♦ ♦ .rte3700 ♦�' _ �� WALLS, L , CURTAIN INSTRUCTIONS ♦jA�� • ` Webb SE Lafayette Ct. MEMBRANE PER FLUID . �4 �� .. Portland, OR 97202 SEALANT. , ` � ♦ -�♦ � �. ♦ WALLS, LOUVERS.AND r� a. PROTECT FINISH 1�. �'a �� tti, ♦ �` ♦ r APPLIED AIR BARRIER � ♦ ♦ DOORS-SHIM AND ♦ •.� ,� ±ei♦ ♦� ♦> 44 4* .. ♦ ♦w* T(503)-236 8566 ♦ MANUFACTURER'S . �� ♦� ADJUST FOR PLUMB • : CONSTRUCTION FROM ,��►�►r'� �,��4s'• -q .♦ ,. ♦ INSTRUCTIONS . oppoAND SQUARE PER +-.♦ OVERSPRAY ♦♦,�glip 11 ACOUSTIC & AV CONSULTANT ♦♦�4 ., ��, '�• ♦ MANUFACTURER'S '�♦♦ ,c:. ty ♦ ♦ ♦ ►gr The Greenbusch Group M INSTRUCTIONS ♦ ♦� ,;;.. . V � �► �� ; STEP 13. INSTALL CONTINUOUS �� 1900 W. Nickerson St., Suite 201 ♦ ► i ' . p,' •♦♦�:• EXTERIOR PERIMETER ►� Seattle, WA 98119 T SEAL CONSISTING OF PRE- �.',so Y; T 206-378-0569 - . ♦ �� 1IIgll COMPRESSED FOAM i ♦ � '' ♦ SEALANT, BACKER ROD, ♦ �► ♦♦♦ ♦ AND SEALANT BETWEEN `G: COST CONSULTANT ♦� / ► ♦♦♦ PERIMETER OF �� i Construction Focus �♦ '� _ _ FENESTRATION UNIT TO ♦ y ; 740 Almaden St. ♦♦ ♦ o '�+� Eugene, OR 97402 ♦♦ ♦ -� FACEOFRO L1vp T 541 686 2031 4.--- ,..4411,, - --____ .4. ' /jil 111T,,h ,, AIIIP _ _y ♦ NOTE i � ' .. + . FOR INTERIOR WRAP♦ SEQUENCE SEE DTL♦ �` �� .♦ . LORNE McCONAC p , � ease . 9I Aippppp. ,: • ' , EXTEND SILL FLASHING ASEA E,WA itil WHERE OCCURS 6"TYP. �� Q1°0 12 18 FENESTRATION UNIT EXTERIOR WRAP SEQUENCE @ METAL STUD/MWP 1/2" = 1'-0" NOTE: 4 SEE DETAIL 1 / A5.21 • ` �';_40/ �r• - .. FOR STEPS 1 THROUGH 8 � M1 -,� 4� _ EXCLUDING SILL PAN. ♦♦� • ♦ . G ♦♦ a♦� ♦ < �� STEP 17. INSTALL STOREFRONT, DOOR, LOUVER, ��V STEP 15. INSTALL WOOD BLOCKING, SHEET METAL � 4i`i4k��. ♦� FLASHINGS,AND TRIMS PER 4�� s`-- 'FOOT OR OTHER WALL OPENING FRAME < `moi STEP 11. INSTALL BRICK TIE SUPPORTS �T�dti�`,��il� �. 1 < ♦♦ - FENESTRATION DETAILS-STRIP FLANGES 6z--_-_-- 3i' -. �h 14 < a. PATCH SELF ADHERING MEMBRANE �♦ � INTO FLUID APPLIED MEMBRANE AIRtmur " ~' STEP 18. INSTALL CONTINOUS EXTERIOR DOUBLE < FLASHING OVER TIE SUPPORTS AND APPLY ♦ BARRIER -' WEATHER SEAL CONSISTING OF PRE FLUID-APPLIED AIR I MOISTURE BARRIER TO ♦♦: ` COMPRESSED FOAM SEALANT, BACKER _ -- %!� SPECIFIED THICKNESS PER -417 ` ROD, AND SEALANT BETWEEN MANUFACTURER'S INSTRUCTIONS L'.1 ` PERIMETER OF FENESTRATION UNIT TO A�♦ FACE OF ROUGH OPENING STEP 12. INSTALL SUB-FLASHINGS AND SUPPORTS o ♦�♦� AND STRIP INTO FLUID APPLIED 4 �� -I MEMBRANE AIR BARRIER •�♦ • STEP 19. CONTINUE BUILDING WRAP, BRICK TIE, '�/ �� till ta ,� RIGID INSULATION,AND MASONRY r t STEP 16. INSTALL INSULATION _ VENEER UP WALL(NOT SHOWN) _ , ,. \ ~z~ r ll ;11)Pr, __ STEP 13. INSTALL INSULATION TO SILL HEIGHT �_ _�i� - Ow- 14144.......44119 - ❑ E=iiliimill1111111114141110P-- Aiii ' ilinv",;----.7' --11111110:11111[:::::]------_-- < -jIlm -------_____--- • �F. ��'. NOTE: ❑ .STEP 14. INSTALL MASONRY TIES AND VENEER TOFOR INTERIOR WRAP ❑ • • . kiliftEIL--.._-- S ILL HEIGHT kill---------_--- .�� SEQUENCE SEE DTL lifta REVISIONS DATE DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 FENESTRATION UNIT EXTERIOR WRAP SEQUENCE @ r,) BRICK/CMU VENEER BASE 1/2" = 1'-0" INSTALLED FENESTRATION UNIT INSTALLED SELF-ADHERED MEMBRANE FLASHING FULL DEPTH OF ROUGH OPENING INSTALL CONTINUOUS INTERIOR AIR AND WATER , SEAL CONSISTING OF BACKER ROD AND SEALANT BETWEEN PERIMETER OF FENESTRATION UNIT TO TIGARD TUALATIN SCHOOL DISTRICT 40 FACE OF ROUGH OPENING AT JAMBS, HEAD,AND ACROSS BACK OF THE SILL PAN BACK DAM TIGARD HIGH DOUBLE SIDED TAPE INSTALLED AROUND THE /i ROUGH OPENING SCHOOL , ! .. _ MODERNIZATION 1 \ . 1 . ____. I i, ,,,,,, i �� 9000 SW DURHAM RD. v� I - VAPOR RETARDER AS SPECIFIED-TURN EDGES TIGARD, OR. 97224 � I ., ,\ INTO ROUGH OPENING AND ADHERE TO DOUBLE ' STICK TAPE SO VAPOR RETARDER OVERLAPS THE JOB NO: 16992.00 r EXTERIOR SELF-ADHERING MEMEBRANE FLASHING ISSUE DATE: June 19, 2018 ' Jurisdiction Stamp Area %Fr- NOTE: / FOR EXTERIOR WRAP 1 / A5.21 SEQUENCE SEE DTLS 2 / A5.21 I I 11 EXTERIOR 1- WEATHER A Co BARRIER WRAP FENESTRATION UNIT INTERIOR WRAP SEQUENCE - - SEQUENCE 00 2 �-- METAL STUD 3 cK A5 .21 112" = 1'-0" co �- a. `� IU:\ 4■■■■\ - tti/ /� WALLTYPE' \ 1pniHiiII . ��5�'WALL TYPE \ J \ f SEE PLAN I -! --!-- architects SEE PLAN _ #' :_ 07 2616 VAPOR RETARDER I 1�■iii:I■i:iiiii ✓ ' 07 25 00 WEATHER BARRIEREMMEN ■■■0011 • - — swSsN1■■■■■1 - -`- - - 07 24 00 SELF ADHERED MEMBRANE FLASHING �!!■E■!■!��_1_ 1111M1111111111111111•111111111 2-, - -- = s■e■eae■e■e� - - • 721 NW 9TH Ave, Suite 350 la■■■■■■■■■■■ ,- Portland, Oregon 97209 05 40 00 CONTINUOUS CLEAT ��■�� T (206) 340 9500 F (206) 340 9519 ` _ ■■■■■!■■■1111 :;: _ 07 25 00 WEATHER BARRIER 1N■■■N■■H I ' { •:1 y ll ■■■■■■■■■■■■■ '•:• 1 1 I ( H ■1x+■■■■■■■■!' 1H.: _ ■■■■■t......■ I I `.--i 07 24 00 SELF ADHERED MEMBRANE FLASHING !■■■N■1N■■��Rl I CIVIL ENGINEER & LANDSCAPE . - I 1111■■■■■■■■■■ r ifliiiiiiiilvCardno 07 42 13-METAL FLASHING :: ■ : I y> a;d am Ave Suite 200j1Ji1 !Ji1ji : 12"O.C.:- 0 I07 62 00-PREFINISHED FLASHING ■■■■■■■■■■!- I I VENT STRIP •= ..• . � . �. � . �.'�:•;•- ■■■■■■■■■■ I ,;:-•_:,-• ■■■■■■■■■■ I STRUCTURAL ENGINEER • i !■■■1■■■■!■ �- 1�■■■■■■!■■■ I - Catena Engineers \ I �: :. IIMl FAMEME■■■ I 1500 NE Irving St., Suite 412 - ■►\MIEN■■■■■ 3 Nome■■■■f■■■ I Portland. OR 97232 I 1111■1111■■!�■ T(503)-467-4980 _• - - - 1 ■■■■■■■..■._ I ■■■■■■■■■\'m■1-I • I ■■■■■■■■■■■\i 4 718" @ MWP C ■M■■■■■!N■11ii� MECHANICAL ELECTRICAL & WDW RO P ,. I ° WDW RO ---.— •u■=■■■■■■■■�i1 I Glume PLUMBING ENGINEER q I DIM PT - '� 'r,- - 5 112" RIM PT 11' - - _ -- - W Fifth Ave., Suite 1600 V. }. .ill 7 i 7 - 900 S ' Portland, OR 97204 ( f NM__ _ _ - -- T(503)-227-5280 . 110-114114i U � � I , k• FOOD SERVICE CONSULTANT di 4 - ; ,' 0 Webb Foodservice Design �i �- �,: '1� 9 114" — IAVOL , �t '0 3700 SE Lafayette Ct. 4314" \ �� '� 35• % Portland, OR 97202 IF i\� \_ 1� I . T(503)-236-8566 pili i : e �� 0 07 92 00-SEALANT AND BACKER ROD V.-WEIRS-TM • 518" � _ ACOUSTIC & AV CONSULTANT -7f—' 08 43 13 SHIM The Greenbusch Group �.- �; 1900 W. Nickerson St., Suite 201 tiCO 07 92 00 SEALANT AND BACKER ROD * T 12 24 00 WINDOW SHADES Seattle,WA 98119 )‘ 8" �- 2112" MOU TED TO STOREFRONT T 206-378•-0569 of �5p0° _ _ // 1 a i 08 43 13-ALUMINUM FRAMED STOREFRONT / @ COMBINED JAMB /\/- SEE ROOM FINISH SCHEDULE �5 --- 07 92 00-SEALANT COST CONSULTANT Construction Focus 4118" pV 740 Almaden St / @MWP "� Eugene, OR 97402 9 114" - - T 541-686-2031 11 - - Eig . STOREFRONT HEAD @ FIBER CEMENT STOREFRONT HEAD @ MWP / f; 6" = 1'-0" 0 61, = 1'-0" ‘40"" 5112" 271 �'' MOTE: CONTINUOUS JAMB FLASHING DEPTH PER OPENING;TYP j C-, LORNE?4KONAC '.- 4 41 71/2" / ` AP ease 5891 n Om \ a 7/8" w / 51x1". ii3O.ig) \ ASEA E,WA ti LINE OF SILL FLASHING BELOW .\/ q 4 084313-SHIM \/ N / 5112" !) 0 /2 18 SEE FOR ; 31 A5.22 1 4 718". @ MWP C FOR TYPICAL NOTES _., A 07 25 00-WEATHER BARRIER 08 43 13-ALUMINUM FRAMED STOREFRONT LINE OF SILL FLASHING BELOW 07 92 00-SEALANT 07 24 00-SELF ADHERED MEMBRANE FLASHING 07 24 00-SELF ADHERED MEMBRANE FLASHINGEFRONT — 07 92 00-SEAL,NT 07 24 00-FLUID APPLIED AIR BARRIER 08 4313-ALUMINUM FRAMED STOREFRONT r A, -- 08 4313 SHIMl — 07 24 QO-FLUID APPLIED AIR BARRIER — 07 92 00-SEALANT AND BACKER RODS w"�` f��` 08 43 13-SHIM 4 07 26 16 VAPCR RETARDER 4718"@ FIBER CEMENT ABOVEitteffelel07 62 00-PREFINISHED FLASHING 07 92 00-SEALANT AND BACKER ROD ZNI �� 5112 @MWP ABOVE , 1NN NW 07 62 OD PREFINISHED FLASHING MO _ )1 I ' - L` • - 112" � + j — — — = X X WDW RO _ -� �; WDW RO — � � F ' Y DIM _ — - _ - - - — �.— A - --- - ' r �� • - �, , ., • -- � i DIM PT f E illi- _ ip ��cl ..._. . .. r • ` DIM PTt . 4]��_ 4►4►4►4 I, .::::„:: .•.„_., M� 07 46 46 FIBER CEMENT PANELS F-TRIM N I7J,„ IP ' 1..; 1I , ,,• -.1 :.,.2,-:.:-.:::•:'::.:':,:,....'.',:......:,1_,'..:,_...;,-,:_..:f::.,;:.,.:-:;.:.• ., 4 • -7.:-:-.•.-' ... , 07 92 00 CAVITY FOAM ,-,..,---"-''':-4•7::•-::-.1%;':-• �� ( - \ 7 ••I . 4111141tl �� INFILL �� • • ' � � Ah. 3 ( 05 40 00 METAL J CHANNEL 1 112" 1+ �� / I - . 1 1�1 - ��*aire 05 40 00-METAL J-CHANNEL 2 112" �I; �•�♦� k ': ' - . I I -_ 1 7112' 1 112" -__.-_-. ' 1 :_.s- - �� ( ' ti! . : _ 1 - 07 4213-METAL FLASHING C-TRIP 1 I _ .,-• ` ♦�♦ ♦�♦ I r .ff' II ti a__e s !1!■■■■■■ M 05 40 00-METAL J-CHANNEL 2 112" ��_ _ �� ;; -- 07 24 00 SELF ADHERED MEMBRANE FLASHIiJG "��N • - ♦�� i II r _ WALL TYPE s4 ________ -__ .',• - /1/2" • D7 24 00 FLUID APPLIED AIR BARRIER �.......::=:: - F,- PER PLAN �� .4s , I - - a , _ , ; e■e ye --= m:-:-.1,- 1 "--.4/1 ' ', _- • 4 718" I - - &.. J** I- I;:`•�._ / WALL TYPE I - WALL TYPE ' s . 1-...;.,... / '� \ • AdiPER PLAN I•` =- �/� I PER PLAN 1'.:=_. REVISIONS DATE 23 STOREFRONT JAMB @ CMU STOREFRONT JAMB @ FIBER CEMENT STOREFRONT JAMB @ MWP PI 1 11 0 _ ) :1) i i r 5" 4 314" 4 314" L 5 1I4" - - 4 314" 8" i 7...r I I kr \ 4 ao ` vr � 'a �\ ch. c� �`� 175.000 4 7!8". 173.0401 - •. v %. \ �I @FIBER CEMENT6- �\ `• 175.00° 5112". f0 °�h/ 4 h� @MWP 07 92 00 SEALANT \ ?• 2 112" z ° ,i ,o)// NOTE: CONTINUOUS JAMB FLASHING cP O cN i — DEPTH PER OPENING.TYP. 06 20 00 HARDWOOD SILL / @COMBINED JAMB 0,1 y �� 5112" / LINE OF JAMB FLASHING BEYOND - — / 2112" / '� LINE OF JAMB FLASHING T @ WMP @ COMBINED JAMB 06 10 00 NAILER TIGARD TUALATIN SCHOOL DISTRICT BEYOND "' 4718" ,/ / \ 08 43 13 ALUMINUM FRAMED STOREFRONT 08 43 13-L 3'x2"x114" @ FIBER CEMENT \ r 2 112„ // �\ 06 10 00 BLOCKING 09 21 16-EDGE TRIM TIGARD H / " ©COMBINED JAMB SILL FLASHING END DAM BEYOND — � .fes— \ 07 24 00-SELF ADHERED MEMBRANE FLASHING1. — 07 92 00 SEALANT %t:› / 079200-SEALANT AND BACKER ROD 1 -- SCHOOL V L. LINE OF JAMB FLASHING BEYOND �� 07 24 00-FLUID APPLIED AIR BARRIER ` `-' �� 1 1\• LINE OF COMBINED JAMB ,� 08 43 13-PREFINISHED ALUM. SILL(0.90) I y ' liii At MODERNIZATIOIN y �--4 FLASHING BEYOND - t a ... 5 \ 3� 06 10 00-BLOCKING "' 1 ` ' - ' �i� -41 LINE OF MASONRY BEYOND T 1 � - r aik WOW RO `=` - - - I — -,=__ • r - - - - - N I I .1zL1 i I � , : . ` / I WDW RO -, � _ _ - - .- 9000 SW DURHAM RD. DIM PT I` 5 118"ill P • • NOTE: CONTINUOUS JAMB FLASHING r DIM PT , ` ►: 1" TIGARD, OR 97224 NJ 4 / DEPTH PER OPENING,TYP I �� . I • -.) -'�, ' V/ - :. FROM 2x6 t I ' S2 _ I = JOB N0: 16992.DD / �� 1 , lib WDW RO __ ` FROM 2x8 ', ` I E DATE. June-116:9Z une 1 1 / _ — _ _ - . - -- - --- it . SSU 9 20 8 0 DIM PT 4 = _. . ., .. 05 40 00 HORIZONTAL BACKING IIIIIIIIIIR r, Jurisdiction Stamp Area i, 4 'II II �liI I _ ■■■Yl1Y■■� 1 III N FROM 2x10 12 GA. 4"x 1 114"WI(2)#12 , . III�I� ■1 . _: .. ... . �, . - • A IP 4 ' 1P 1111 E 1-:.i.: - 1 - ' •' 0 MO .--,_c_ • • GALV. SCREWS 18"0 C. III�Iiii�R ,.-..-2,-,r, , • MU ■■■■■■■ _ I: . ■■■■■■■■■■■■ - ■■ 1111■■■■ m� ■N■■■1■■■■■1 111.1111111111 .. +Ir1111!■■ `a:•«. 07 62 00 PREFINISHED FLASHING / :::I::I:;::: I I �� .� 1111■■■ ■!■■■■■■■■■■ _ :• _• ■■111■■!■■1111 - CONTINUOUS CLEAT, FASTENED 12"Q.0 / ` 1. ■■■■■■■■■■!■ . SEE FOR ! 51A5.22 �� 1111■■■■1■!■■ ,`' ■■■■■■■■■■■■ /// �� ■■M■■■r■■■ 05 40 00 METAL J CHANNEL 2 112 ■■v■�N■■■ 11 111111 -• • ■■■■■■■■1111■■ 1, „_, FOR TYPICAL NOTES C/ �� 11•••■�r•■■ / ■■o■■!■■■■ _1 1111111111111 ■!■■�■■■N■ 1_I! U• � - ♦�♦� II�I�II 07 24 00 SELF ADHERED MEMBRANE FLASHING _ - MIiEN 411 1_ F1_11-1r .. - - - _ I ■■■-■�■1■■■�� •� •• ii!!hilI • �• -'.-:- _ _ - - EI " ilhilillir I =".-: �• .iiihiIiHd LE WALL TYPE \ I EXTERI0R PER PLAN ; I: • •• 1111■■..■.■■1 'A-.: , :- STOREFRONT 1111■:IIID■ I,.-;'-•".... ry �� ♦�•� I:::::::::::i 07 24 00 FLUID APPLIED AIR BARRIER =IMIIw�E�ESZEIN 1- Q ■■.1111111:. r,. �� ■■!■■■■■■■■■■ -- �■..■■■■■■� . W (.0 ■1■ ■ 1 ' :; ♦♦ ■■■■■■■■r■■■■ • - - -- =No=■■■1111 rn ■11:IIIIII�i ■N■■■N11 IMO 07 21 00 VAPOR RETARDER I •■�■■■■■■• .''= v J DETAILS MMEMMI::M::� � �� ::MMENIF ��: I Mui::i:::::� - •- ■1111■■1111■■1rEMEMIMENEF ♦♦ ♦ ■■■■■r �■ ■■■■■■■■■■■r - o v.c/ 2 2co w A522 ,:,— STOREFRONT SILL @ FIBER CEMENTSTOREFRONT SILL @ CMU VENEER STOREFRONT SILL MWP o_2 6„ . 11-0 (1.1Q6„ - 1'-0” .� 5 6P = 1'-0" SII= f - I i I I I WALL TYPE : — — \ '▪I HI I I \ `'''=•, I ` I �t■ ,�. / I I WALL TYPE I I WALL TYPE I _ �_ s SEE PLAN \�/ ■ _r i I I -_, SEE PLAN I ■■■■■■■ ■ ► SEE PLAN I I■ •- 11,:.`..-.;.:,,N, I 1 1- -= H� I II ::H1H� I I I I H o7 24 oa EIFs jE:_ III /sQ/�■■ pRAINAGE PLANE&ADHESIVE �w�,�GV��I • I I I 1 I Yi ■ I▪I _ I _ I i I -( _ 721 NW 9TH Ave, Suite 350 - 2 112" J = ` -- ' - '. tl tl V �� (- I i i I 1 tl tl i 11 1 I -I1 B -- �•� '=� Portland, Oregon 97249 4 718" I I I: II ■' I I :'' I I I I I II 1 T 206 340 9500 F 206 340 9519 7i �� ■ ■■■ •1 ■ I I . _ I • ■H■1 I - ■ 1 I ' II II III I•- ■ttti= f • 'I-� ■ II r- T�T ■■■ - I 1:1:.:'.:::, ti\ , II r : I . 1 I I '::.1.,i'...:. .r,..:•',: . I _±_i I -,'-'...,'.::, --- ./ . -/).?.., I Il�' �_ �3�a� 6112" • -, -- III -- I1 ;:f SEE i 11A5.22 I I I�-_ IF, _ �� _ I - i 1 .- - d I I I FOR TYPICAL NOTES -� I I 6720 SW Macadam Ave Suite 200, - - 1- I - -- --- Portland, OR 97219 �- _ II I I I -II - pp I I I I ! • I I I I I I 135 = I I 07 24 00 EIFS ,1 I_ •I 1 I III - ' I T(503)-419-2500 07 46 46 WALL PANEL T i�7 r. , I I I II I I_ I I -- • _ IF Ili II I1IIIT STRUCTURAL ENGINEER VENT STRIPIN 1I I __' I I Catena Engineers 1 :- - END DAM BEYOND _ j 1 •. _ -- III 1 1 ...1 :.___--- ( I = 1 ----- ---- I I> 1500 NE Irving St., Suite 412 Y' I "--7.-- ' - - - _ I Portland,(503)- 7- 97232 —I Ht -t_.#1I I _ ( _-1 I T(503)-067 4980 WDW RO \ ■ I.I .,_.•', WDW RO S_ I .; WDW RO •� I I � 1 . rik DIM PT N1 - - - --.. . �, - DIM PT r - - - —� •,��,��.�-_7. , - 1111-" DIM PT - - - --� - - - - - ,' PLUMBINIGAENGINEERICAL & / Tm ------------ -\ i .4. - -. .=..;-''l':2. ''';'-...-.;:-% -:- 1 - ,� I Glumac 07 92 00 SEALANT AND BACKER ROD / 0I�I�({( .' ,- - .!- G 900 SW Fifth Ave., Suite 1600 ►� /414 L.- 0-1--1 ,4b. WITH WEEPS PER MNFR RECOMMENDATIONS 4b0114114 IP* 0 Portland, OR 97204 .��/__- -- ,ta .■ - 410,7 :::::-- r------':!.,...,1k. ) .40,,,-.- ..N,I' T(503)-227-5280 . 1 ► 08 51 13 ALUMINUM WINDOWS ---r b of!I' I • IT � �„ � lid" I �� FOOD SERVICE CONSULTANT � �, % �� ,� ,//� � ,'% Webb Foodservice Design �/ I .:- 7---_-40/ 3700 SE Lafa ette Ct. r '�!d 'gni' i 6 e � Portland, OR 97202 K"�a�T SEE L1 /A5.22 I '"•'!-'` , � T(503)-236-8566 ! ♦ FOR TYPICAL NOTES _ _/ cn \ cn ACOUSTIC & AV CONSULTANT \, tICo / I V The Greenbusch Group ° 1` — 1900 W Nickerson St, Suite 201 Seattle,WA 98119 /35c) 5 da T 206-378-0569 __-= 9 1/2" i', i� COST CONSULTANT Construction Focus ALUM WINDOW HEAD FIBER CEMENT ALUM WINDOW HEAD EIFS ALUM WINDOW HEAD @ MWP B Eugene,40 R 97 @ @ Eugene, OR 97402 21 6" = 11-0" \6 6" = 1'-0.. 41110 6" = t-Qin T 541-686-2031 / 4 '4'et'S'CAII-VD Alibe'l LORNE:1icCONAC 91/4" ease 9I 7112"--. ASEA 11/2" £,WA k. 4 718" -- V 6114" o /�' I 5 112" 41 t- ` cn Jr cn 0. :/211 8 4 7/8". I1 1/2" jr 1 112" 311,r /� ie 084313-SHIM \//\` \/\\ //\/ 07 25 00-WEATHER in M \ 112:1, BARRIER 07 92 00-SEALANT - \ ItSEE I !/A5.22 I \- �1 END DAM SET IN SEALANT J FOR TYPICAL NOTES ffi ". SEE FOR L. /A5.22 I 1 FOR TYPICAL NOTES LINE OF SILL FLASHING BELOW = � - , 112"iir 4��h `I kh. WOW RO )LN. �(_ - �. - - - - - -1 '4.1 -------------__ it MO I --I(:1'...'-' ' . 1.- ' ' . ' ' � WDW v •I 1::''-''':'.• 441P •• tvi i I-::-'-•-: 4 . : • 4+IIIi. . 0540DO METALJ CHANNEL , - I ��. +�� ■ ■■ - r I I • - ■■■ _ {!A _ 072400-EIFS 4 ■■ __ I I �� `��1�� I - MINN - 1 1: '='= r '_ - :■ - — 0540 D0-CONTINUOUS CLEAT �� { r GALVANIZED,2" :, ..: �� I fl7 21 00 RIGID INSULATION � *♦��. :: ':. �.�.�.♦.�♦�.�.�♦�.�♦`♦�.�� I! • I NIMBI J ♦�� ♦�♦ I .: H : _ I I I , • 07 24 00-FLUID APPLIED AIR BARRIER t ■i• __ e SEE 11 1 A5.22 I _I I—�-1 II: I 'I I - IIl ♦.,.♦ .♦�.� l FOR TYPICAL NOTES - - -� �■ i _ `: �� - - ; .��_ - _` -- I 07 24 00 EIFS I �� - �� _� 0 I. I I -IN DRAINAGE PLANE&ADHESIVE d + .I I I I I - - WALL TYPE • I I _ _. .,: ,....... .. . : _ __ _ i ..E ■Ej .-- ■ I I I - PER PLAN �� - ■ �, ,.., r E■■ • WALL TYPE :1: ♦♦. I I-- ■ •• WALL TYPE _ ■■■ PER PLAN 1 PER PLAN • -hhi- Ii i •I I - f . ��. -- I , (_ __k_____1. '* . I I r`' �:::`•.l.' A\* REVISIONS DATE IP ALUM WINDOW JAMB @FIBER CEMENT ALUM WINDOW JAMB @EIFS ALUM WINDOW JAMB @ CMU 2 3 6" = 1'-0" 8 6„ = 1,_0" 3 2 3/4" 4 3/8" / 5„ / 4 112„ - - - / . _ . ,-__- r ~ r -I 1/2 I- v / T 3112" I I 1 v g 314' --------1° 1 coI t _ \ ,` 175.00°'. \ I _•,c - I ;,• \ ,7 _-� co m h% :N2.0, 00)•v u� %rte`� 4 7/ @ FIBERCETIGARD TUALATIN SCHOOL DISTRICT �tb- 172.00° +� -Cr) 0 3„ , 3" I os EIFS TIGARD HIGH M / / J _ END DAM SET IN SEALANT BEYOND I ` SCHOOL •, . \_ MODERNIZATION ` SEE 5/A5.22 �� 1 1 FOR TYPICAL NOTES ) ✓ IL__,J r ~ ~ 1 SEE FOR 15/A5.22 J 1 • } i 1� FOR TYPICAL NOTES ♦ # 9000 SW DURHAM RD. I 4►vt.t1J� I - / M--R� I � I -. ► 1„ \ TIGARD, OR. 97224 1_, ! _ i *-1.. _- :'':';_. I _ JOB NO. 16992.00 , illWDW RO l - ,.� WDW RO \ WDW RO -s- I ti si ISSUE DATE: June 19, 2018 ' DIM PT - - - - ,. � ' DIM PT - - - - DIM P7 • - - .�� - 1„ f� il ip Jurisdiction Stamp Area 05 40 00 FRAMING ANGLE -_� N FROM 2x6411111r , FROM 2x4 = FROM 2x10 ! 4 :i.- ` 12 GA, 4"x2112' W!(2}#12 :. .� lira, v_ SEE 51A5.22 ! _ ipik 1 _:=.': GALV. SCREWS 18"O.C. •• '� ��, MO r M - _ ' FOR TYPICAL NOTES i e �■ T 1 . - - :......,..:L. �::u I I ■• -__-... . I 410' �` \ _ _ - - -� - - - n-■■u1 07 92 ao SEALANT AND .,, 1 ■ – 1 ♦♦ ♦♦ © �',,- -,_%..- I BACKER ROD 'I -- - - ( -_ 4�� --- • m HORIZONTAL EDGE TRIM I - _ I •■ I I • ;' I `� .` .�♦� -_ I --- -_ - WALL TYPE !I I �•�• - -_ _ _ I - _ PER PLAN •�I I - �� ♦�` I -- • ■ •1 ■■ I � �� —I _fit _ _ _ _ '''''::'',.-...::: ( _ 1 I 1 I ` . , ♦♦ ♦♦ - + ..,.,,,:;.....i,.-, • W �..■. • •� ALUMINUM :■ _ _+�� =. �l - ±__ ;► �;�� _�--- �- WINDOW DETAILS Q I �■ ■Tr v..: .'>_ I 1. . WALL TYPE/\ �� I W } I PER PLAN --- / WALL TYPE � I tt■■■�■ ►• " III �� • d0 PER PLAN I `,. �� I - I ::_,,., e,t• , . OD N-- - ALUM WINDOW SILL @ FIBER CEMENT ALUM WINDOW SILL @EIFS ALUM WINDOW SILL @CMU VENEER w A5 .23 25 6" = 1'-0" 1 0 6" = 1'-0" 5) 6" = 1'-0" CL --- ---_I____ ':_i `-'-'-' •-• 41 / vl _. 1 „7--) i_ LI:._._:,.. bassett! I architects I i—•= L : 1 _ -. I• ' 721 NW 9TH Ave, Suite 350 .,.,. ..... j ■ "_. _.. " . -- _- PortlandOregon 97209 • • ,.. .... ... . , �■ - ..,,;. . Imi.•wira. 1 .._, . . .... .. _ 1 T (206) 340 9500 F (206) 340 9519 ,11 ....,,... ... , • . . C 1 . •. • =T - 7 I � . ---EN• e — — — • CIVIL ENGINEER & LANDSCAPE t Cardno ■M • - _ - - - I I 6720 SW Macadam Ave Suite 200, • ■■�■oo7 _ • iiN=MM f ___. I I 1 Portland: OR 97219 • 1 T(503)-419-2500 ■■■■■■■■■■■ •- I I I i. .T. ■■■■■■�� — STRUCTURAL ENGINEER N i;:, : Catena Engineers •{ 1500 NE Irving St., Suite 412 - __ - - _ - - - - .1 ' Portland, OR 97232 FROM 2x10 V FROM 2x10 T(503) 467-4980 I �� I r - - - - ELECTRICAL & C I`-`1 u r� MECHANICAL t ==_ -741_11_ -______ -___ __________ ___-_ _'' PLUMBING ENGINEER Glumac ________________________ _________ _____ __ _ _________=====-===_______===_=____________=========_ _ N9 �� T 1N 1 0) h „ „ „ ,, , i,, „ „ ,, ,7 bassetti 1 T-3” 9112” -0. LI -}f y �� SILLNE BELOWOFMASONRY architects _, 1 t - ..•__ lt��. I�I0�-C 05 40 00-METAL J-CHANNEL 2 112” I :�:=_=®�i 721 NW 9TH Ave, Suite 350 egon 97209 . 1 f, „ „ „ f/' „ „ „ , . r,- ."-., ,r_;- :_.L:.._-,_ ,,,,. :, - Portland,(206) 340 x9500 F (<06) 340 9519 IL N ' ♦ . _ - ..... . ... , a, - .t. _ ... _: ' • . I J j CIVIL ENGINEER & LANDSCAPE „ i! n -- Cardno 1 - _ 6720 SW Macadam Ave Suite 200. A 1 1 Portland, OR 97219 : :.. MT ' T{503}-419-2500 j _ =TLS • , �” —� `� ' s r� STRUCTURAL ENGINEER 1. I 4112". • 05 40 00 METAL J CHANNEL 2 112" Catena Engineers 10 ` 1500 NE Irving St., Suite 412 • Portland, OR 97232 `_ ` 08 51 13 ALUMINUM WINDOWS T{503}4679$0 ' ' MECHANICAL ELECTRICAL & O((( ff I «« )- PLUMBING ENGINEER mu= • 1.1 I _ Glumac i I I 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 ,-- f -v'' ' ” ______" ".. '_' '' '.' '1 l'' :- . . _ _ _. '- , 1l..GLII,/� „ .. T(503)-227-5280 - • FOOD SERVICE CONSULTANT • Webb Foodservice Design " " " `1 I3700 SE Lafayette Ct i - i A' q - - - Portland, OR 97202 - _, I 1 V/`1 - T(503)-236-8566 j ACOUSTIC & AV CONSULTANT �N B �� — i — — - - 111/2" T The Greenbusch Group �--, 311 = 11_nll ALUM WINDOW CORNER JAMB 1900 W. Nickerson St., Suite 201 Seattle,WA 9$119 ---- NN.5- IT 206-378-0569 ' i 5112" COST CONSULTANT r, 1 ,1 1 "1/ z * Construction Focus v Z 740 Almaden St. o Eugene, OR 97402 -13 71 T 541-686-2031 8" / to STOREFRONT 0/S CORNER COMMONS 0/S CORNER .040 ALUM LoRN CO AC 0 31F = 1-0"0" 03" = 1'-0" 07 21 00-RIGID INSULATION ease 91 a - 1 112" ' 5112' I' _ _ ASEA E,WA gl 4- 1 S_416. 0 /2 18 :.1. •, 4, DOWNSPOUT BRACKET, [.7 5 N3 WHERE OCCURS PER Lii........._, - - ::::, ` - - VA ELEVATIONS, SEE ; 31A5.53 ;/I N - - - - - - % `- - �- - IiiWHERE OCCURS PER ELEVATION.112"BENT • PLATE ..11 - h WHERE OCCURS _` . TJ PER ELEVATION, ALUM WINDOW COMBINED JAMB ,-s /----- PER • z �--} — • —`— Z STRUCTURAL a a LINE OF MASONRY&SILL BELOW I //,//...1///17,' I _ I I tllllltltl■ _ _.. 1 l'‘ WALL TYPE V r - SEE PLAN I ///7A \ = `,- / 6' 6" � I 08 43 13-PREFINISHED ALUM TRIM -_- r 0 I MI/ A5.25 1" 51-_,. /17-----U,,/ I I II- • ., • E I 07 21 00 RIGID INSULATION 2 1/2" I • l 1 N I /// / 7/j / 1, I / WDWRO Al - ✓ j " - - / 05 40 00-METAL J-CHANNEL 2 112" co / DIM PT dr / CONTINUOUS CLEAT �� :1=;, As �� - ; ; I 1 , — • �.I At REVISIONS DATE ■■ //////— /— i V__ it - -�/"� 9114" I • - I:- N - ••=i• % I 07 92 00-SEALANT AND BACKER ROD �•_ MINZIIMMEEK il MEW _ �� I- _' _ ___ TRIM CONT. STORFONT HEAD FLASHING •• i-�- -"� @ COMBINED JAMB CONDITIONS - . . � HEAD COMBINED JAMB I- 4 I li 3" = 1'-0" I ..,, ,,i I i 1 A i // A 1 1 y Ii i �/ I i i 1 d — '� N5 .II / I I t TIGARD TUALATIN SCHOOL DISTRICT 3112" }C I. ! - ... ■, I • - TIGARDHIGH { :- 07 92 00 SEALANT AND BACKER ROD 1 . -•, .._... l _ _ _ SCHOOL Tc I - - = - 07 2fi 1& VAPOR RETARDER o ' ,. AO �1 `. lvi() E I Zf\T I oN �_ AD I :. SW DURHAMRD. 9000 _ -- --.r...1i�1.. . II- , •_ TIGARD, OR.97224 , „. 1 '. JOB NO. 16992.00 . -. : -. • I I , a, .. .: , .__, ISSUE DATE June 19, 2018 7, ...., .„.., �i � I Jurisdiction Stamp Area • -•:v 5" - 5" - - L.,. ■ Ili 4.r' 1___ __ �� t. . T - _ )( 5112" )1' -- UI I , 2112" / , I .._ ��r�/ii��r�i� i�a�ai«ice _ - - - /// - - . OPENING DETAILS i/i /iii // // 7/�iir4/i� iiii ,� I-- a_ ,, 1"Nr J • y W - U) 3112" f / • \ TA5 .25LLI CL STOREFRONT COMBINED JAMB JAMB @ IIS CORNER s11 = ,-011 5 - 3" = 11-O" 2'-0 • 49 • 8" 8" 1�� GRID PER PLAN r /l 1' .. 2'-0" 111,2!'---, 1/2" 1' 10112" CD \ - - - -�*!I 1N1 1) �{1 sv I E � d.,as _ _ r ,1 =, 15" 8„ , 8„ a _ I I bassett! 01 1 E en / -- - ' = I soo° I I COLUMN PER PLAN architects 4 _ _ — ° - A4 15 A4-15 I ,d. 2'2112" I- Ti r , L,l 1 Fi lL 1 4 I "'~ �Sb4cb�-41 � I '�I A 721 NW 9TH Ave, Suite 350 I I REINFORCING PER I n Oregon 720 / / I II I ; pa• d Portland, 0 go 9 9 t _. \ i .�` a° I I STRUCT DWGS T 206 340 9500 F 206 340 9519 .-- .._ mi.,....i A 0 1 i 1 . 41:L - :[ 1 9:11 ! ( r T - - -111 1 _2'-1112 ,' .., _ d ` ,-1, _ "a CIVIL ENGINEER & LANDSCAPE d 1,,...��. °°1 �+6...10 04 20 00-UNIT MASONRY / 4'5 112" / 12'-0" / i 'd.• r •. • .: . . a. 4 Cardno i 18' 10" • `° 6720 SW Macadam Ave Suite 200, dr / •I Portland, OR 97219 ° T(503)-419-2500 16 I ~ _ - • 'a - '° I GRADE A5.6� I ' _ - STRUCTURAL ENGINEER I r - - - 16 NE ENTRY PILASTER WING WALL ENLARGED PLAN a Catena Engineers r0610 00-2X BLOCKING -- - SECTION 1500 NE Irvin St., Suite 412 A3.13 s" I� 4 1/2" = 1'-0" °° 1 ' T Portland, 467 4980 r 07 95 13 EXTERIOR WALL! Portland, OR 97232 I 4413 - • yi'.1 4 WALL JOINT COVER v--,k a"4 ti N` MECHANICAL ELECTRICAL & '4 718" �t -� -4 718" ,k 2-0" 1 1/2" 1-10112 r /e PLUMBING ENGINEER I , Glumac .. , ' 4- 900 SW Fifth Ave., Suite 1600 = TYP. MASONRY PIER FOUNDATION Portland(503)-, 7- 97204 OR o ; j T(503)-227-5280 " FOOD SERVICE CONSULTANT 0 112" = 1'-0 CUST. ENTRY PILASTER Webb Foodservice Design 1/2" ,- 1,..0" 3700 SE Lafayette Ct. N 1 j N 1 T(503)-236-8566 97202Portland, OR N 1 i 4'-0" / 1 / ACOUSTIC &AV CONSULTANT 1-1 112° �� / 2'-0" 1 1/2" 1'-10 1/2" / -Yp {S 121 „ 9" 1'-4112" 1/2° 9" The Greenbusch Group 1'-4 112 1-1 1121900 W. Nickerson St., Suite 201 I .IIL�m :—�. .—.� ,..�.�I 1`�" 8112" / "r / / f ,1` / / Seattle,WA 98119 'IL—f I \ 8" T 206-378-0569 s ::':::::4•::a: i�iiiiii::�'iIi�iA' �t «Lti 197'-2" ` 1.-,�, / ,� 11 COST CONSULTANT 3 @1::) — \ — \ _ - I .,-40. iii' \ \ t ., �r j rc�. Construction Focus i -� , " 4 .I ' I ,,,I 1g 00° maden St Eugen740 le,OR 97402 ::t w 1 ` !j , I �� Z-4 _, �' \ i. ` \ T 541-086 2031 . : I :-,',•,;‘...',.- '` ,._ p�11��t7fti��v es, _ I N C .' Cy s — -- ' • '� 1�d1 ;1/ I i ■ Q N C I �, N �l ) I I r ,` f I � 1- - . I ��,� F f.1 ,r, 15.0a CIV ILORawIE McC(?i�AC Nel 15.00 �t .� - - • - - - ` 1 ,a. - _ 4 a4 - C �, SECONDARY GYM ENTRY PILASTER EN PLAN ',4; 1_x , T :.� - . . ed ,_ -.•- ,:r_,. � �_� 4�_ I . H1175 Ll- 09 112" = 1'-0" N 25- - _ , a _n . o C �, z--``' ` Co 1 `A5.41 J - ° - • • FOOTING PER STRUCT DWGS. N C N SEA WA - - - - -'� 1P-7”/91,9/9/9"1: 8" N1- eirM el _1I II . . II 11=1 I i=l I 1: N C / / , N • �' q ( f 1 ! N 1 1 : _ . 0 12 18 SOUTH WING — WALL END PIER MASONRY PIER SECTION o T #__ 11 1/2" = 1'-0" 0 1/2" = 1'-0" N ( - . 1 C —2 112„ ;L I I1 9,. 0 • • � � / / t 1'-41112 , f 2'-0" 1112" 1'-10112" / ic : SA % :�. L - -- - - - -�� Q i\s, -�. : . \ = N Sim. r_ _ _ _ _1.) • • 4,,, _--,-, 1 � Al....4r ,---- 23 • �C�ir,,,,,,, ,,., IiliiEl le A5.41 • I , m i N.,..--.11 ,10,.. _ j = 1 , 2 ili . i — — 4 ' nip IN i , i' -Cid i•-) 8112" - `? Y- i NC LOADING DOCK IIS CORNER WALL PIER SOUTH COMMONSI r N x �IIh _ 13 112,1 . 1 1 -0" S 1/2" - 1 -0 — • — 23\ SIM. '� ' \ - q — 0540 DO-HAT CHANNEL,24" 07 62 00-PREFINISHED A5 4 1 ` — + _ \♦ ,• \ 9>644=aci , j \ 07 62 00-PREFINISHED � OC ,1" FLASHING / 2'-0" 1 112" 1'-10112" 1 ADDENDUM 4/20/18 FLASHING T-6" \S 1 3'-1" f 07 42 13-MWP-C 07 42 13-MWP-C / �� /#\ 1--a l' 4 07 62 00-PREFINISHED Y REVISIONS DATE } FLASHING 1T-4 1/2" 8112" V-4" 1'-4" NB T / 1, I I V-4112" /1'-1 112'% 2'-O" 1 112" 1'-10112" �'� ^ „ ,./` . . ,. _ _I �"'\ \ `�'� 5 SIM. r--- - ..._ . I �\ \ \ / \ II .. 23if7) b2 • • I c§ _ NMI 4) _ I 3 _ 4Lirit, • `---- ..- -- --._ �_-..- - -� •�- r 611 I \• ae 1Iti LI - J 1w1 \ �- — ~ 07 24 00 FLUID APPLIED AIR ND - - -`�\ - - - \ ~\ -- Li L -`�_ ND UPPER LEVEL n . l. BARRIER ,/ I o i V / io ' II' 208'-0" --�-�-1 11.-" ~_` 05 40 00-EXTERIOR WALL 07 46 46-WALL PANEL ,�ImeF ( , 1 I o SHEATHING 4„ - 4. \ — I 1 `� 7' 07 4213-THERMAL SPACER / 11- 1 I il 1'-2" / 07 46 46-WALL PANEL �' ► I r Y' :7', I ►i \ 41 ■ 07 46 46-WALL PANEL - . - i TIGARD TUALATIN SCHOOL DISTRICT 3 314" 1.3/4". „ LINE OF MASONRY BELOWIs '', I;at: \ -! 1 ■ / / / - lio - '- _. ' 23 SIM. \ x --- TIG/\RD H In ■ LINE OF MASONRY BELOW - . _ 9" 1'-4112"�1'-1 112„ 9" • -� SCHOOL ■ r 4'-0" r � GYM ENTRY WALL PANEL ENLARGED PLAN �- MODERNIZATIOis ■ i 112" = 1'-0" • ■ ('-' - /1 - 9" 1'-4112" 1'-1 112„ ,--- • ■ 1 C2-3---"\ .41 `` ,► r�� — I `\ 9000 SW DURHAM RD. 05 40 00-EXTERIOR WALL o + 0112" ) i I TIGARD,OR.97224 ■ ■ ' koh , Ai • ■ 04 0 00-UNIT MASONRY 81/2'I1 i ''� \ — 3/4' i., I i \ \ JOB NO: 16992.00 8'-0° 5112" 07 24 00 FLUID APPLIED AIR ! 1 'm M r €v I •----- ! ` ` ISSUE DATE: June 19,2018 ■ • /� /�" �''� BARRIEP •� N �' € I� r • ■ 8 112„ 3'-6" 3'-1" 8112„ 8112" '11 1-- \ `'' `� �� U CL OF N .. .� . . f N N rn Jurisdiction Stamp Area ■ ■ / / / COLUMN ` I I = ■ ■ N. r1 ,��.�v , ...0=m mpaw�l�� T -.-. \ N \ ` - �N ` N�..lI r�r;e....��.w� C' ~ r NE \ ,, -r - , - - __N N, ` 1111 4314's Hca NE ■ ■ ci �_ - _ - I. 1 00 ` = ��` !- L 7 .�:1 ._,rte 'v • ■ o I °` r _4 io 1I �'�I� I� i A5.31 A5.31 I I cCOa I � - !1 a N —N — _ \ I � L-15.00° L 1 n I 'n f `= •• L`= _ r " III- L 314" - - �C a' ✓ ■ �� ,~ 4..11-- I _� r i \ r i _ CV :l , ■ ■ `" .0 -`11. —r - , .1 r \ \ ♦♦ \ 1 (V u? I I �; N 44 20 40 CMU-2 \ -- `"ma= y 1 o, k, �? i., '? 1 .•• , a i . 042000-CMU-2 \ el _ �� M 8112"� _ i 81 �— �81/?' M 9„ t ��. .� �+ r ■ OS IO. 1 211 o a / CI I cs�- r i I - _J C.CV iN1 07 62 OO PREFINISHED - - --. — m , oo - i r. Ntkl I r' I ` T ' '' ` EXTERIOR PLAN FLASHING \ \ \ 1'-d" 1 �: �+ � f f a, i' 05 40 00 COLD-FORMED /� /� f, `� 1,-0„ 25 ` '; �� •. • . L .Ae_ . _ -/ J A5-41 \ \MAIN FLOOMETAL FRAMING — DETAILS _ ' - n ca 8 112" 21'-3 112" 8 112" 1'fi" $ 1' 9" 8 i12"7 1!2''8112" 41 -1 �i a I. .- �. a - a- ° 194'-0"CD ✓ /, / / / / /er /� N N iii v - =III III 111 1111 I dy 1'-5" 1'-1112" 2'-0" 1 112" 1'-10112" Irt 11 11 6 III III i�1 111'Ili—1111-11 00 o ct CO WALL SECTION— NE WING WALL GYM ENTRY MASONRY ENLARGED PLAN NW ENTRY WALL PANEL NW ENTRY MASONRY PLAN w A5 . 31 1/2" 11-0" 1/2" = 1-0" 112" = 1-0" 1/2" = 1-0" a. bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland. OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 S1 I, 1'-0" �� 3 C 1 1. q �� Peu 91 lb I, • \ I imISEAE,WA : (° j;I I CV � i 'N, �y 1I `4441441444141444444414111441•41/4414441144414141444414414141 N CV tA��a'i1��e'o'A��A ` Van 0 /2 1 S 1 4_' l _ a- l- A E-, -t , 1.r 1 t r 1 j! I I ] I - _ .��.rwrrrl rrr�� \ I _. " : I 07 46 46-WALL PANEL . - 3 I f I � I t 4 I � 40 o I 1,IC Ai IAS1 9 aQ 1 1 u) in AD E 3 -• I 1 ' I 2'-0" 1 6,_0" 2,_0" TE /8 112" 1'-3 112" 8 1/2" 4'-7" 8 11 1'-3 112" 8 112' i / / / J / / _ \ \ _� � . . ile' '"� • q or 1 co F • • - c? 07 62 00-PREFINISHED N =1 s � ' - FLASHING 0, \ �j i - ' ..� • \ \\ `` \COSI t ti' ,..,,.2,„,. _._; M \ N —.,.,-r.1.� E .1 co 41 , :rij . 00 . "-li ilikil - Ill ! I 1,,__I,F' - .1:411 \ \ 1 ' 7is ` ABOVE — 8 112/, 2'-0" / 1'-6" 3'-1" 2'-0" 8 074213-MWP- C �.. –4 41. 41 1/2" -- J 072400-EIFS / 10.-0" / 8 711Z"1,8112' f 1'-5112"drf /8112" 1'-6" II J( N-______6" LINE OF MASONRY BELOW 10 ST11D /t\# \ REVISIONS DATE A5.32 SW ENTRY PILASTER EN . PLAN , . SW ENTRY PILASTER PLAN - S3 8 1/2" = 11-0" ' 3 , 1/2" = 1'-0" SJ A6.25 r / 1. - TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH . .,_,..... I --8112" SCHOOL ., 7..1 . , N '" �� MODERNIZATION . • MAIN FLOOR @3/ a . . 4: . 4�. < . 4 j ■ 8„ 194'-0" -III Ill IIl—II711177.1 � t1 _;/'—'7-7 —III- 1 - 1 -111-111-111-11 - - ': . • 9000 SW DURHAM RD, 1 ill 1 1-W-11 - TIGARD, OR. 97224 # 11 € 11 – 1 111 11 1 1 _ •I 10 JOB NO: 16992.00 '-'-'-:4-. a A5.32 ISSUE DATE: June 19, 2018 I I i I—_ I—III— I— I ■ , I — el Jurisdiction Stamp Area I I I I 1 II 1I I I I I ■ 11 I Ii 1 1 1 r 1 1 1 1 1 111 ,111 I 1 I 11 I1 1 11_,_-11 1 I - ■ r _ _ I 11-11-11 —111-11 H 11 1-1111-111 1 — 11— 11— __--,- ____ I I -11_11 _1 'I} •-= I 11: cs, 1 1 , 6'� 4''10112"1 = _"a iz, —111 --, 1 1=-111= 11- -- ..----.•. 1 _ 1 I11-111-111-111- 1: _ _�1 , _, , , , , ,,, , , .�iHhIH :Li ._.�-� 11 11 1 • ■ I _ , 1 11 11 - 1 — 11-111— 1 —11 1--T III I I - 1 - _ - , _• • _LOWER LEVE. 0 14' I 1 I I Ear I`E I 1 I , r I I r / 09 22 16-NON-STRUCTURAL I F 1 I F 1 - F1187'-0" \ \ _ - - d a -' - METAL FRAMING, 1 518„ 1 1 � - -L _ I AUTOSHOP _ EXTERIOR PLAN I 1 I 1 r 11� 11�r 1—I 1 1 1 1 1 1 _ 11---r1 LOWER _ 10 09 22 16-NON-STRUCTURAL —1 CUSTODIAL �`. ---1} _ 1 METAL FRAMING,2 112" a. - - _ 1 II 1 T 1 _ -.p 4 18 '_ 11 $,1 . w DETAILS r 1'0" Of C I A5 . 32 SECTION @ SOUTH PIER ENTRY PILASTER, WEST AUX GYM ENTRY a 10 11211 = 1'-0" � 1/2" = 11-0Il IN2� . GRID �_} I WALL TYPE - PER PLAN arse 1'-0" 07 24 OQ SELF ADHERED MEMBRANE FLASHING 1.-0" I _-.. • of' Q7 46 46 WALL PANEL BASE PER / , „_ WT r h Q :.` it i( INTERIOR �l CI►I�GC�S TYP,UNO TYP,UNO I[__ 05 40 00 METAL J CHANNEL -• \ / 07 46 46-FIBER CEMENT PANELS ' I�{ 0111111- ` VENT STRIP FLOOR FINISH PER �� I■NE I �` FINISH PLAN I - I 7 721 NW 9TH Ave, 07 62 OQ PREFINISHED FLASHING Suite 350 I *; _ I Portland, Oregon 97249 -- • 07 24 00-SELF ADHERED MEMBRANE FLASHING Ale _ - I -,,,L- 05 31 00-COMPOSITE I T {206} 340 9500 F (206} 340 9519 FLOOR DECK 1011111111- . . . Nom; .' ." aI • _ - � - : ---- -- yD78400 FIRESTOPPING SEALANT;: - ', d- - , sUPF R LEVEL Ailla - - CIVIL ENGINEER & LANDSCAPE 208'-0" '' a`de a d • 1-d1 w •ff 'a "e •_ 9 1°12$na, ; .' '' I_, d % . - �• ° a ' / ; ♦♦� �►� I 07 84 00 FIRES TOPPI NG Cardno w'- - - -� � - I FIRE SAFING& 6720 SW Macadam Ave Suite 200, illSUPPORTS PER MFR Portland, OR 97219_ d. ; ; a / � ` T(503) 419-2500 a d ' . • . . . : sp� ii ', • ®4�.�f►1i� -` -'-- 05 40 00-COLD-FORMED STRUCTURAL ENGINEER 'SAS - i - - - _ _ /. . .. /. bassett! ' i 2" I 4" 1 W 5" architects er '- 07 62 107 24 00-SELF ADHEREDERED 07 24 00-FLUID APPLIED AIR ! - 07 62(07 24 00-SELF ADHEREDERED07 24 00-FLUID APPLIED AIR FLASFMEMBRANE FLASHINGiHING BARRIER 07 62(07 24 00-SELF ADHEREDERED07 24 00- FLUID APPLIED AIR PREFINISHED FLASHING 1�0d N FLASI-MEMBRANE FLASHINGHING BARRIER FLASFMEMBRANE FLASHINGHING BARRIER co • 07 24 00-SELF ADHERED • 721 NW 9TH Ave, Suite 350 1 1/4 I ! - . MEMBRANE FLASHING TPortland9500340 9519 'if 2112" 744..tsle6lt ds • 1.. 07 24 00 FLUID APPLIED AIR (2 6) 340rF (206) �' BARRIER I \ CIVIL ENGINEER & LANDSCAPE IPCardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 tiPipip . i �� Sip so ipipipip )11_ ' T(503)-419-2500 II ` , . IP 11° tt IP i DRAINAGE PLANESTRUCTURAL ENGINEER 111/ - / ! PER EfFS MNFR_ n Catena Engineers ipipip /\1 , ' ,i �_ .J�� : I:' , �r - =. L \. 1500 NE Irving St-, Suite 412 .•-,,ITtn > \. , , ., ■.. =,,,...,..,....,, 06 10 00 BLOCKING z J'� - - Portland. OR 97232 .■■ ■1 - - - "r -, - ll,�I,,,�I,■ t - I I i I 1 II ■■■■■■ Yir■■ ■■■■■L'�'!�!J ■■■■. 5^ PRESSURE TREATED T(503)-467-4980 M.. 1r1r .l i■■■■■■..... ..■....I 111111111111 I . _ �► ILL■■■■■ ::::11111111111111111111111111111111iiiiiiirlb ■... 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OR 97204 iIi■�raat� IL. ■■■■■■ ;':•�r :/■■■■■r 07 62 00 PREFINISHED FLASHING ♦♦♦ 1 ♦.....�♦ 07 92 00 SEALANT AND `•�. ::::p w..`-; MEMBRANE FLASHING T(503)-227-5280 1 05 40 00-METAL J-CHANNEL 33/4" 3314' BACKER ROD ■■■■■■ 'i ■■■■■. I•- I l' * : •�`..' ` 3" 07 62 00- PREFINISHED ■■■■■!' ;-' `� FOOD SERVICE CONSULTANT f 05 40 00-COLD-FORMED METAL FRAMING FLASHING II-+ ■■■ PREFINISHEDFLASHING 12" NyI` 1I2" • ♦♦ \ • ; 1= 1=aE -:. Webb Foodservice Design SII■■II� 07 62 00 �,�r I ♦�♦♦��♦♦♦♦♦♦♦♦♦♦� 1/2 ( ■■■■■�I 3700 SE Lafayette Ct 07 42 13 METAL FLASHING - ■■■■■Ii 07 92 00-SEALANT AND B20D � TIHI PdO02 \ �_- \0762 00-PREFINISHED FSHING 1 112" ji1 1/2"� °i° LINE OF MASONRY BELOW r C3 I ii,1 1/2" ■■■■■■ 07 24 00-FLUID APPLIED AIR ■■■■■■ ' �1 ACOUSTIC & AV CONSULTANT BARRIER The Greenbusch Group 1900 W. Nickerson St., Suite 201 IIS CORNER @ STOREFRONT JAMB FIBER CEMENT TO EIFS MWP A TO MWP B CMU TO MWP B EIFS TO MWP INSIDE CORNER Seattle, 8- 98119 69 T 206-378-056921 3" = 11-0" 16 3" _ 1'41— (11) 3" _ 1'-0" (.6) 3" _ r_o" 3" _ 1,-0° COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 r C? LORNE?4tcC0NAC trl i •east . !..-3 IIASEA E,WA , 0 /2 18 ' le41/2" `'' • 7 1t7" 1 V 41/2" 0'' 7 112" /\# REVISIONS DATE �` A ,. I1 172.00`�� ` A. 07 25 00-WEATHER HäH ■■aI■ BARRIER -1■■■■Ii 1!I. 1iil! 1 1,::.:,,:,: . • o,�' DRAINAGE PLANE PER MNFR I !illllii!!; IIII■i�Ii�! ll° WALLPE 0 I:I --\\\--- '.._. I r,, PER PLAN% — 07 24 00-SELF ADHERED ■■■■■■■■ I :;-"El";•_''' f ` ■■■■■■■■■■■■MEMBRANE FLASHING ■ ■= I _.. •. 07 24 00 SELF ADHERED __7- ■i�■■■■■■■■■■ • . - ■LC:C::■� i I -.-` ` MEMBRANE FLASHING T ■■■■■■■■■■■■ IIIIMIEREWRill III I ; •:."< Ci D� 1 Iia• ■ ■ :i . :— — 07 25 00-WEATHER - - I •111H11I . '■■■■■■■■Ir Ik :: IIS ION I 11111111111 I _ I ■■■.■■■■a■■.i BARRIER I:j.:`_ 07 25 00-WEATHER `� •■■■■■■■■■L■■I .r ■.■ I BARRIER I ■■■.■■■■. ■■II .. 1 i TIGARD TUALATIN SCHOOL DISTRICT ■ ■■ 1,..,,.::::.;, •r■■■■■■■■ Ir. _ ...,! �I • 07 92 00 SEALANT AND : I1 i ■I•■■■■■■■IN-- . • "" " TIGARD HIGH BACKER ROD ■ ■■■■�■■ I I 1111IE1, I �: WITH WEEPS AS RECD M ■■■■■::: } [ BY MNFR I - PREFINIS _ Nv 054000-CONTINUOUS F '. . - _ �: _- - L _ .I I L I I I SCHXJL I ■■■■■■■■■ i _.. _ •1:,, _. •.• ---� - Iii liii , • I I I I • - --- I ■■■■■■■.■■■. FV1c 'DERNIZ/\TIO I` • 9000 SW DURHAM RD T-2" v - - - - - TIGARD, R 97224 r� FROM 2x1 I ! :- it o OF M. DIM PT - - -- - _ - _ I FROM 2x10 ` r M. RIM PT • JOB NO: 16992-00 ♦♦ Y +ice 11111111- _ -. ;.... - . ISSUE DATE: June 19. 2018 • ....IIIIIIN i. I Jurisdiction Stamp Area ♦ ♦ — I: 1. 15/8" ♦ ♦ ■■■■0■■■■■u■ �♦, ♦♦♦ — ♦♦♦: ♦♦♦ ■■■■NonT■■■■■■■■ ♦ ( ♦ :� ♦ I ■■■111111■: ♦ ♦ - I # II1_ ♦ ■■■■■■■■■■■■ . i y- ■■■■■■■■■■■■ I; ( ■■■.■■■ ■■ _ ■■■■■■■ ■■ I I ■■ r WALL TYPE . -.,..r..-_,_:,_.-,."-_;.., ♦••♦ I •• ♦i♦i :::::::: EXTERIOR Q PER PLAN �� ': -• _ ♦♦♦ Vis, ■■■In s' .....■o..•• w DETAILS • ;;I:.::1.-:;1...'.;.:...1-' ■■■ ■. NCi - _ . ......■..... VJ o ♦♦♦ - _ __ ♦�� I I I I I WALL TYPE +�♦ .. ��♦ ■■■■■■■.■■■■ ♦:. s•; =I 1 1 t I PER PLAN , " ♦;♦ Off 1■■■ ■■co >, ) • NIHIL■■ A5 .42 DETAIL EIFS @ CMU DETAIL MWP CMU a. � 0 6" = 1'-0" 5 07 62 00-PREFINISHED FLASHING MIL-3 A52.5� . • 4 . \ bassetti architects — - I I 07 62 00-PREFINISHED 721 NW 9TH Ave, Suite 350 MTL-1 I FLASHING MTL-3 Portland Oregon 97209 07 42 13 MWP-C T (206) 340 9500 F (206) 340 9519 cA5.2 A5.22 - ! i II _ _ CIVIL ENGINEER & LANDSCAPE _ Cardno w 6720 SW Macadam Ave Suite 200, ! Portland, OR 97219 L T(503)-419-2500 I ! STRUCTURAL ENGINEER ! Catena Engineers --H 1500 NE Irving St., Suite 412 S1 51 I Portland, OR 97232 I T(503)-467-4980 07 4213-MWP-A MECHANICAL ELECTRICAL & /-- I PLUMBING ENGINEER N. vGlumac \ 900 SW Fifth Ave., Suite 1600 N i Portland, OR 97204 N. 7 T(503)-227-5280 / N i FOOD SERVICE CONSULTANT N Webb Foodservice Design ,i •• N I N 3700 SE Lafayette Ct. Portland, OR 97202 / N i T(503)-236-8566 \\ ._ - — EQ--Y - EQ-. MTL-1 __ _l,-- 5 _.\ SIM � 1 ACOUSTIC &AV CONSULTANT The Greenbusch Group A5.22 - SIM � 1900 W. Nickerson SL, Suite 201 074213-MWP-B Seattle,WA 98119 .11 — _ T 206-378-0569 —.. iiiiJ -- 07 62 00-PREFINISHED 5.42 --o------- FLASHING MTL 1 — ;r-t COST CONSULTANT Construction Focus ' 1 112"- --1 112" 740 Almaden St. 1 3/8"------/ 1518" Eugene, OR 97402 T 541-686-2031 - 1'-0"- . MTL-1 • A5.42 — i i -- - Y _ — v '`•I'S'C°D114hC° ' Q LORNE McCONAC ease 91 08 43 13-PREFINISHED , ALUM TRIM SEE ! 21 A5-25 ASEA' E,WA 5 MTL-5, RETURN CAP FLASHING 0 12 18 - S1B S1B / AT EXPOSED EDGE OF CMU N.-...-- / I i I - I MTL-1 @ EDGE OF CMU I I Aft Z 08 43 13-PREFINISHED VP 1ALUM. SILL(0.90)MATCH MTL-5 I .Z 04 20 00-CMU-1 k I I 1 I Ei6.22 \ ENLARGED ELEVATION DETAILS U/' 1/2" = 1-0" At REVISIONS DATE \_.sX'-X" T/O MASONRY • 04 20 00-UNIT MASONRY 4 x 8 x 16 CMU COURSE \ 7,-2„ TYP. TIOMASONRY ` _ _ _ _ _ — _ LINE OF FLASHING PER DETAIL, SEE 51 A5.42 OPENING PER I ELEVATIONS TIGARD TUALATIN SCHOOL DISTRICT w / / TIGARD HIGH< , ,, " 1 .._ , < 1 L6- cc Lu SCHOOL OJ o MODERNIZATIOF' cc 04 20 00- UNIT MASONRY —. 8 x 8 x 16 CMU COURSEo 3'-0" Lu 9000 SW DURHAM RD. io 04 20 00 UNIT MASONRY / WNW RO TIGARD, OR. 97224 LU z 4x 8x16CMUCOURSE \` E / r- 2'-10" JOB NO: 16992.00 04 20 00-UNIT MASONRY MO l� ISSUE DATE: June 19, 2018 8 x 8 x 16 CMU COURSE _, N= BLOCKING&SILL Jurisdiction Stamp Area ¢ FLASHING PER 0 o SILL DETAIL SEE o 1101 A5.22 & 51 A5.231 i 0 o U O u- 0 z 1 ua o _ J CV Q 0 i - LEVEL EXTERIOR o NA'. ` 0 UJ DETAILS co MASONRY EXPANSIONLii t 11 JOINT; SEE ELEVATIONS v� co TYPICAL MASONRY COURSING ALTERNATES BETWEEN 4"NOM COURSE&8"NOM.COURSE 2 N W A5 .43 ----\ TYP. MASONRY COURSING 0 1" = 1'-0' - — 07 62 00- PREFIN METAL 07 62 00-PREFIN METAL 1'-6 5/8" 1'-1" 1'-1 112" COPING 1'-6 518" COPING / er FIELD VERIFY / FIELD VERIFY / / FIELD VERIFY 47 62 00 SELF ADHERING j! 07 62 DD SELF ADHERING 06 10 00-BLOCKING UNDERLAYMENT FIELD VERIFY TO MATCH CMU WALL COPING UNDERLAYMENT tiassettli SLOPE SLOPE (2)LAYERS 2X6 ANCHORED WI SLOPE 06 10 00 112" PLYWOOD FRT SLOPE 06 10 00- 112" PLYWOOD\ > architects / - - � - - (2)31$"DIA LAG SCREWS @ 48" - - - - - ` - - - - - — 4, _ - T O PARAPET _ T 0 PARAPET OC - - T Q PARAPET 06 10 40 SHIM — / - - \ PER ELEV v --\--- �_ _ _ - y - T O PARAPET \\ \\\ '2=_N\_ PER ELEV \\\ \\ \\\ 47 21 00 RIGID INSULATION \\\ \\ \ T� PER ELEV \\\ \\\ = / 1 PER ELEV EF_ I I \\\ \\� ,\\ \\\\ i( -� I \ \\\ _\i I \\ \ \I , (2)LAYE06 10 00-BLOCKINGRS X6 ANCHORED I \\\ \\\ • \\\ \\\_ ": I 1_1:1:31J-1 trn 721 NW 9TH Ave, Suite 350 I - 1i I 1--- � I sae 1 I i WI(2)31$"DIA LAG SCREWS T I\ �' I!, r •E• r \ - -SH rr-n ! \`- LN I i 1 Ii AI M 48"OC - 1- - - Q' 0610OD-NAILER Portland Ore an 97209 ■ M ii��■�ii� ■■■�■ i@ v 1 ',,- \ I -/ CONTINUOUS, TYP r�■ l■� �� I ■ III DIM PT ■ „ � { DIM PT 3 318" i }, 9500 340 9519 co �� L ` DIM PT ■_ ii -I �� _ } _ =y_ _ ' � �, ,�� i D7 21 DD-RIGID INSULATION i l ]1 ' I DIM PT T (206) 340 F (206) - °°\ IMPIPIIIIII 111 2X4 2X6 _ - - � ,� ---Ti i0- r >'-.; M� ��■ :. 4- 2X6 1 �l T O FRAMING 1 ` \ I T O FRAMING I1iC4 2X6..\1L T O FRAMING _ 1 -FV- -� - / 2X4 2X6 \ " T\ 11 ■ \ '� I 07 62 40- -` i . �� d I T O FRAMING r - • ' 1 _( Eli f \ ■• ■■ l �I CONTINUOUS CLEAT / t• ■ln =1�' \ 1 • ss�■l I \ \T NOTE: mom �\ ■ _ \ �■�r I-� `!� n ; 1 -:II -1- \ CIVIL ENGINEER & LANDSCAPE 07 62 00-CONTINUOUS 1 i •' I. I 1 =\ OR COMMONEM= ■ , ) 07 62 00-METAL FLASHING *. M - y ; ■l ,- ` Cardno CLEAT '.•. -- r :; NOTES&CALLOUTS ■_: -� r,_-, ., 118"DIA WEEP I = ■ - _ .1 ' 1 -} �-� I CONTINUOUS CLEAT $ , f I r I- 07 62 00-COUNTER 6720 SW Macadam Ave Suite 200, _ SEE ■= I - _ _,•I HOLES @ 12 OC { - ® + '- .: I ( ,•, � � FLASHING SYSTEM Portland, OR 97219 47 92 00-SEALANT AND ',`. ::"' II r \I - ■�■l 1 T(503)-419 2500 \ 1 \ 07 92 00-SEALANT AND1 I imam _ 07 54 23 CONTINUOUS BACKER ROD I `, - \ 1 I.,..:_, 07 62 00-METAL FLASHING >i■■ t I 1 TERMINATION BAR ' 3 A5.51 MMi \ BACKER ROD i �_ - s!� _...,T. PER WALL TYPE I ��D M PER WALL TYPE I -3112" 1 DIM PER WALL TYPE I 3 E. I ` 04 20 00 `-r. �.W:} I -��_ 1 , �� - I•. i,-... � 07 42 13 METAL FLASHING r I i\ 'N'N- STRUCTURAL ENGINEER r_ I ROOF TYPE MK 1I I 07 54 23-SEPARATOR PRECOMPRESSED - I' - - - PER ROOF SII / ` I I �__ ,I I I Catena Engineers FOAM `' = , \ PLAN WT ��, / \1 - NOTE: WT I'_r-\ \ NOTE: ` I I D7 24 4D 1 LVID APPLIED AIR 1500 NE Irving St., Suite 412 1'f I ■�_ \ FOR COMMON NOTES I �' FOR COMMON NOTES 1�1 BARRIER Portland, OR 97232 331$" I'',, \� CR-1,--) PER 2112" l AND CALLOUTS PER I I IIII [ SAND EE CALLOUTS ., �, VIII _; '; ;: I / / ( • PLAN I r♦ SEE PIAN L.:-I r f II C I VAPOR RETARDFERGT(503)467 4980 -2X4 2X4 ■■t■ l•■■■■I . 't1 ,, I — 1 07 24 00 EXTERIOR I_ ■■n N I•■■■■ '..:' MECHANICAL ELECTRICAL & - _, I I r-2--- INSULATION AND FINISH _ I' ` \ I 1 I' I I 07 54 23 POLYISO BOARD • moor \I_ ` A5.51 A5,51 I':,'l 1. I I A5.51 I _ PLUMBING ENGINEER • J 1 INSULATION • I _' . _ y ' 07 24 QO EIFS ■■ �� SYSTEM I _ t fi DIM PER I''ALL TYPE _Th. I 1 i I n �,_ . 1 ►_ Glumac 1 - - _ I I I r - 05 44 04 EXTERIOR WALL I / �� 900 SW Fifth Ave., Suite 1600 + • / /:;_. 1 mn[ ., I 072400-RIGID INSULATION I I:;.- i I f :`; I SHEATHING = 07 24 00 RIGID INSULATION ■A /r \ 1 I �-1 ':"/ �I - Portland, OR 97204 - + - -- // \I- \ �';= I I - - :I 061000 NAILER -, `- , ■� lT(503)-227-5280 • 1 1 '- -111=1/ \I_- 07 24 00 ADHESIVE I I�,.1 1 I--- T , 1`-0"LONG @ 4'-0"O.C. i • E 07 24 00-ADHESIVE ■� \ STICK WI DRAINAGE \ I I I - �r-}-. -' - -� I- l:; FOOD SERVICE CONSULTANT - I / I STICK WI DRAINAGE r , CHANNEL PER MFR - j ■■■■ inf. / :: 06 10 00- 112"PLYWOOD FRT I I / CHANNEL PER MFR \I F . I �■ ` / - I Webb Foodservice Design 1 i 1 ■■� �� PER / ,: I — m o -r r ��.I \ 07 24 00 FLUID APPLIED I I 079200-BACKER ROD i itt■� �■ t PLAN I I 4� 3700 5E Lafayette Ct. I ` Portland, OR 97202 ■■■ILN -\ AIR BARRIER I - I 07 54 23-HOT WELD \ 4X4 - �_ 07 24 00-FLUID APPLIED \■■■■�r I I, 1 I 1, I - T(503)-236-8566 AIR BARRIER ■■■■ _ _ �� ^\ /.: 1_ 07 42 13 THERMAL SPACER I Z I.I 07 54 23 THERMOPLASTIC ' f -, I '- - - • • - '•.■■I I _ - - ■�■■ / . � 1 a 1:v. / ° / I ROOFING :•.1:`:-_,:•_:.,.....;,.- I I 06 10 00-PLYWOOD MK / \,` - � I�.� 07 42 13 METAL WALL ! `� -- '- l� ACOUSTIC &AV CONSULTANT 04 20 00- UNIT MASONRY I !"I SHEATHING, COORD WI �-�II IA PER ELEV _aj I 1 ROOF TYPE \ 1_ ,. ROOF TYPE PANELS \� I I i / The Greenbusch Group —{ I 1 T . 07 54 23-VAPOR RETARDER I - ' I STRUCT DWGS SII , I GO PER ROOF i I RT PER ROOF PER ELEVATIONS 1 TEMPORARY ROOF ROOF TYPE 1900 W. Nickerson St. Suite 201 � ,, l . 1 ..� PLAN /-- - � PLAN if I , I _.� � T PER ROOF Seattle,WA 98119 ' / l; ■��r \.I r / 1 �� / :. CRT J 04 20 00-VENEER ANCHOR �� ,. 1 Eli 'r \ �4- 2X4 2X4 2X4 07 42 13 SUBGIRTS; MIN 16 - - _.• _ } '' PLAN T 206-378-0569 { \ ' . „ i • _ - - GA 1,1 l 2)C4 l yC4- ,..,„... ,.,,1 { 1 • I„ I FI I � ' I ]72100 RIGID INSULATION I•mI .:. - -^ - I I - nn _ N �::: COST CONSULTANT "��■�`� - 07 24 00-FLUID APPLIED D7 21 40 RIGID INSULATION l 1,. . ■ I -_ ��■ n _ ��■ Construction Focus I I`_' 05 12 OD STEEL BEAM, ■ \ I I / _ 1 COORD W/STRUCT DWGS - �■ / I I ■■ 1 -`/ / - ■ 740 Almaden St \ _ 1 1 i AIR BARRIER 07 24 00-FLUID APPLIED : '.` ±' - 46 10 00-PLYWOOD �■ 1 --' i -- Eugene, OR 97402 ■I 4X4 •. I I 4X4 11in :' 1 ` i ■ AIR BARRIER f '- �:•,~; 05 12 00- BENT PLATE• , SHEATHING: COORD WI =�1 I i , ' 1 05 40 00-EXTERIOR WALL .,,\ 1 4X4 I • T 541-686-2031 COORD WI STRUCT DWGS STRUCT DWGS �■ �� ■ Cl- l I , _ - I :_ / g - SHEATHING ' a ■ 05 40 00-EXTERIOR WALL : - r '•, �■i; i ■■ SHEATHING � '. . / - �` r /\ I. _ I . -/ - 4 I 061000-BLOCKING j1 '- / g 05 40 DO CLIP PER - 1 �'`.;'1 % - �` II y _ -1 STRUCT - ■ I ) � I 05 40 00-COLD-FORMED - - ' (S°%V j)41% 06 17 33 WOOD IJOIST -� _ _ I ; r I E7 _ _ METAL FRAMING ' :1- 4X4 ■ ,�,� �� 4X4 I■ I- i 1 \ ' 4X4 1 1 J 'Seel= �77- - - �.� ~ WALL TYPE �' I �•' , \ Y� / /�/ /�/ /� 7�/ 1 I ■ F:.' C! CLIP PER STRUCT V LORNE!KcC011AC I / - .1 i ■■ I / eose . 91 PER PLAN I ( _ I 05 12 00 BENT PLATE, �_ ” r `a ,:, I 41,1 I I ' 1 ,„ I �� r , , BM COORD WI STRUCT DWGS I♦�' I 1 r BM i ./ -t,,.::::-.:.--, I 1 �^*^i��7 I'.1.f / OS 12 04 STRUCTURAL - _� / SA ,WA :.. +�( ri ri ri rr rr rr r ,r ,i 1 . I I I 1° : STEEL FRAMING, COORD W! -- I� L 1 CSo • I t.:.,,,,1 PER PLAN 8,WALL SECTION STRUCT DWGS I +_;_.1 \ _ l' . I i_ • \ PER PLAN 15ECTION 0 12 18 PARAPET WI CMU @ METAL STUD -.-r4PARAPET WI EFTS @ WOOD PARAPET WI EFTS @ MIL STUD PARAPET WI METAL WALL PANEL @ MTL STUD ,_%),) 3" = 1'-0" � ) 3" = 1'-0" (2.) 311 = 1, ,, � 3'I = 1'-0" / '* \ REVISIONS DATE � �� DOOR 3 EXT SOLID STEEL • 11 , 1 WT WALL TYPE ■■ ■I WALL TYPE NOTE: s . It I I I I I I - WALL TYPE 08 11 13-EXT HM FRAME I ■■ PER PLAN ■■�■I PER PLAN FOR COMMON ,:4{ PER PLAN WI CONTINUOUS WELDED BACK :Y.1 `_•I 07 24 00 EIFS I Il'� SEE ES&CALLOUTS �' 07 24 00 RIGID INSULATIONNM h � D74213 METALWALL �� D74213 MWPC 072119-FORM-IN-PLACE _ 1. �� INSULATION .• _ I • 07 24 40 FLUID APPLIED AIR 1 1 �` / PANELS PER ELEV 4 ;; { BARRIER . f / A5.51 07 42 13-SUBGIRTS; MIN 16 GA 07 92 00 SEALANT AND 1-:1 `;`� ; Ii - 07 42 13-SUBGIRTS; MIN 16 GA - 1 07 24 00 SELF ADHERED ;: / II \ // BACKER ROD ��'`'♦- n♦ IR I 07 42 13-THERMAL SPACER �`�'. I _-I-- � 07 42 13-THERMAL SPACER"' MEMBRANE FLASHING ilk D7 62 00 PREFINISHED FLASHINGF_.! 1 �� 07 92 00 SEALANT AND 1 ! 1 112" viy� 1 07 62 00 METAL FLASHING / �4 - h '� �� 07 24 00 FLUID APPLIED AIR WI FULLY SEALED BACK DAM 8 1■■� BACKER ROD '�� W/118"DiA WEEP `� IIv -- BARRIER M • _ 1�-- ' �l i:' : 1 114" TIGARD TUALATIN SCHOOL DISTRICT 06 10 00 SHIM \ END DAM :• in/WEEP HOLE @ 12" I■■I■■�1 f_ HOLES @ 12 DC 1 i - 07 24 00-SELF ADHERED • -_ ki 8" 1/? 1 t_ , a ��1�1 3 112" . Y 1 07 92 04 SEALANT AND OC MAX / I j MEMBRANE FLASHING / ill., ' iii07 62 DO METAL FLASHING 'v ■■�■f I B 0 PANEL J �y�y ME 7,C 'I r f1 t I I /- 707 62 00 METAL FLASHING BACKER ROD -_:=___-::_____________ ___7 :':'/ I = 2112"ao 1 _ �I - - �. . �._� _.- ,.3�� J� .l` I 3112" TIGARD HIGH y___��y y_��i\��i 1-1 I -.1 I B O EFTS �� I lua B O PANEL /yp _ ____ _ : — Mti �` /,-"- 1 07 62 00 COUNTER �,� _ Y ' 71 u _ _____________________ _-`- =4 `- ; - \ -- t� - _ I -' I 1 FLASHING SYSTEM \ r• � ` _ _ SCHOOL T� - 07 62 00 COUNTER 217'-2'' Te--'1',---- _'•_ _ r07 62 04 COUNTER - r_, I 07 62 40 COUNTER �N :': I - `� FLASHING SYSTEM ,'+/ FLASHING SYSTEM 1 I , _ _ 07 24 00-SELF ADHERED r4 0FLASHING4 40SELF A HERED ` • ,, 11 1 ,____: ,, �_ iL: MEMBRANE FLASHING e i':.1 MODERNIZATIOls 07 54 23-VAPOR r 07 24 00-SELF ADHERED 07 24 DO SELF ADHERED MEMBRANE FLASHING RETARDER!TEMPORARY I MEMBRANE FLASHING \\T�� =, MEMBRANE FLASHING 1 1 07 54 23 CONTINUOUS M �‹ tia, 7' `: 2X6 2X6 \ TERMINATION BAR1 A,_ (l 07 54 23 CONTINUOUS ROOF ;;;1 1 -... I \ 07 54 23 CONTINUOUS ::: 07 54 23 CONTINUOUS _ w z�\ \ 47 21 00 RIGID INSULATION I __ I TERMINATION BAR a�.,/ I TERMINATION BAR 1 w \ :,•, `.- \ T TERMINATION BAR g::z _- \ ? 07 54 23-4"SEPARATOR ,-I 67 54 23 SEPARATOR _ w 2X6 07 54 23 4"SEPARATOR �`w r �` w Z 2X6 2X I - 07 54 23-4"SEPARATOR "- I • vi J :_ a 07 54 23 ROOFING _i \ 1 9000 SW DURHAM RD. �� 1` \ MEMBRANE FLASHING ct 0 1_�' w / �? ::^ i J TIGARD, OR 97224 • ` 1 `` • - • 07 54 23-ROOFING - \ 0 Ili - 07 54 23-ROOFING » - �_ w _ • 475423 ROOFING /�, 06 10 00 2X BLOCKING 1 MEMBRANE FLASHING �a =` MEMBRANE FLASHING 03. - \' 06 10 00- 1!2" PLYWOOD FRT a_ T ',.< ENIMI• MEMBRANE FLASHING R ROOF TYPE PER r:° R XX / i - �'' ? t ■M� JOB NO: 16992.40 ROOF PLAN \ z ■■■ 06 10 00-518"PLYWOOD `4'"- / ';: Vic-- ■m■ \ 06 10 DD 112"PLYWOOD FRT Y ` _ _ 07 54 23 CONTINUOUS 075423-VAPOR - 1 06 10 OD 518"PLYWOOD / �� ' rt ! 1 - / TERMINATION BAR RETARDER 1 TI=MPORARY ISSUE DATE: June 19, 2018 ' \ F \ �R_ X� ROOF CEILING I` 07 54 23-CONTINUOUS D7 92 OD SEALANT AND - �\ _ .. ;'- k. 1 WELD 07 54 23 HOT i - 07 54 23-HOT WELD �X/ TYPE PER ROOF I - •+�� TERMINATION BAR Jurisdiction Stamp Area BACKER.ROD 1/2' : VIIALL WIDTH PER PLAN . ill _ /:`, 1ROOF CEILING 1 - - tip:., 4 / 4 ROOF PLAN 05 40 00 EXTERIOR WALL 07 54 23-HOT E_R-X20 ROOF CEILING D7 21 OD RIGID INSULATION c-_:--) •._ .:_-_. - -'..-:,:;-:_.,2-- / TYPE PERSTAIR PER PLAN " , �{\ ■ ITYPE PER .: , SHEATHING WELD L w/ ' 07 54 23-VAPOR ` 2X4\ ROOF PLAN • �, I I 1 4= 2](41 ROOF PLAN � II I RETARDER 1 TEMPORARY - _ �- / -- I i - '1 \ 4X4 I• � ' I I I___ I T L _ ._- I ROOF - 1 -- I I ' I ' _ 1 I I I ti I I kk 1 - 1 1 06 10 40 BLOCKING / 7iti ■ I 1 I 1 -_ I I I = � I ,- . - -.'/ r-" 1 L_ - _ GEM= I I 4X4 1 1 1 T - — % :- r . , :: . ', .,... 4X4 , r _ .,1 __. _ LI_- _ - AN I -- \ I - _- I } I - I 1 1 _ I 4X4 - - - -- -- �_t— - - -- 4 1_ 3 � �- il ;;_ 4X4 MM 1 i 1 4X4 -- - -- - _ - = - -- - - - - -- - v - ROOF DETAILS _ '1L1L1L16/'.l1 )j „r `�� f��.-f�7/*/-7 -11-7‘/- 7/-/7/-//71-/7r- •': / �. ,Ill _ • Ij _ __ ' 1 � I L.I.J o �� . ' \ 1..,..„,,,.,,,,,„ ,r. ,, „ „ „ ,r ' „ „.-„ „ I . V) ie I I— di :,` UPPER LEVEL - --_ - - ,._ _ -- - - —. -- . - _ - - - TRAN TRANSITION - EFIS 1 ROOFING 20$ WALL ROOF TRANSITION MWP A B ROOFING WALL ROOF TRANSITION - MWP R FIN HM 4-SIDE FRAME DR SILL AT ROOF �C WALL ROOF S �pp� 0 _ 1 0 G 00C 1 ROOFING � 6 3„ 1'-0” 2 311 = 1'-0" O 3" = 1'-0" `� 3" = 1'-0" LU A5 . 51 Ci_ • Q7 54 23-THERMOPLASTIC I ROOFING ♦ l075400 PREMOLDED STACK !;71-TI ;!;!;4 ,•.' MEMBRANE BASE FLASHING I ( �_ f,„- -- BOOTAND COUNTER074213- PREFIN SHEET I8ss8 ii1METAL TRIM BEYOND ;T;T;T;T;T;T;T-I-I-i-I-I-,-I�::•- FLASHING r- 06 10 00-BLOCKING I-l-r-I-I-I-I�. I- 0754 23 CANT STRIP architects 1-f-11I111 1---- 1-1-3--1-1-1--1 I-l-I-I-l-I-I-f-. - I1-i-1-1---1-1-1. -: •::,, RTI-I-i-I-I-,-1 l{ ' , }-'-' E z 07 54 23-THERMOPLASTIC 111 1111-----IPER PLAN07 54 23 SEALANT , , + , , I-----i` ROOFING IIIiIII , 1 I 911 ',',',I`' 'I- - 721 NW 9TH Ave Suite 350 T1T1TiT,T,TI i ...-,1 '� 1 Portland, Oregon 97209 _ 9 _ _ I-I-,-I-I-I-I- r T (206) 340 9500 F (206) 340 9519 _ 07 62 00 SCUPPER --I--i-i-l- I i • \ / I I I 076200-CONDUCTOR HEAD • r� --- I_ , , \ , • ,i z� -I-,--1-1--1 \\ // I I i 1 T1i'T'Tlil C - 075400-TPO COATED I I 1 ---Th-T-# - -- , , 2X6 �� --r I ■■ 1 -_1. \ / I \ ' I '1,1','111'1'1 METAL SCUPPER N. / I I 075400 TPO COATED I !1111! ' ! +_'=L - _-- ■■■■ - -. �c BEYOND ' 1 ' i� . I I_ I ■■■■■�■ ■■■ CIVIL ENGINEER & LANDSCAPE I I METAL SCUPPER BE 0 I 1 _ + ■■■■ / \ ! --- ii I III 1 I1 I I I1 I Cardno I / \ II ; 1'-0" SUMP I // I N\ I I — OVERFLOW OPENING , /� 6720 SW Macadam Ave Suite 200, i I • / N I I ---- Portland,)d, 9-R 97219 I 'Y T 503 -419-2500 L - P / - - - - - - - I — I / 076200 PREFIN DRIP EDGE i \�� //` o SCUPPERTPO COATED METAL a _ ,'/, _ YWASTE STACK FLASHING STRUCTURAL ENGINEER c L - - - - - - -I I - f j../�1 \ cn-I-- - ____ — — — — - (1)l 3,1 = 1'-0" Catena Engineers 1 I I 076200-DOME STRAINER //,\\ ¢ / 1500 NE Irving St., Suite 412 ,-/- / \ Al r 1 D Portland, OR 97232 Tl r - - - - - - T(503)467-4980 L MECHAN L I L _ _ _ _ — — I — I I l i_ . `` PLUMBINGIAENGINE ENGINEER & - - L1 - - - J I I l I E- T 3X4 2X4 I --1;:2 -�-1' F ' ' - - 2X6 \ _ I t` Glumac 074213 METAL TRIMS I ,•-,-,_,_,-,� I 1-,-1-l-I-1-I - i 900 SW Fifth Ave., Suite 1600 /�.I I I - , 1 L- -1-1-1-1-1-1-1- 1 i I In Portland, OR 97204 IL - JI /�• � L �-,-I-1-I-I-1- i T(503)-227-5280 I-I-3-I-I-I-I - ► I-I-i-1-1-1-1- I �� 07 62 00-DOME STRAINER 1-'-'-'-'-'-' • I--I-i-I-I-1-I fi ;1,i., ;171; :y`'_ - (( FOOD SERVICE CONSULTANT 076200-DOWNSPOUTII I I I'TT'-" ,_,_,_,_,_,_,_ I _J f - Webb Foodservice Design —1-1--I-1-1� - _ I 3700 SE Lafayette Ct. .� l-II-I-I-I-! � EDGE OF DRIP FLASHING ABOVE ,-,i1i I-,-,-,-I-. I I T7- T1T-T1T+Ta :: Portland, OR 97202 '-1111-i 1 11f ---- T(503)-236-8566 -1-11111-11411,13 '• I;. WT ` ' ' ITIIT' ' — /PER ;1;1T1T1;1;IT� , :- 1\1 / Al ACOUSTIC & AV CONSULTANT PLAN The Greenbusch Group THROUGH WALL SCUPPER AXON CONDUCTOR HEAD ELEVATION CONDUCTOR HEAD/SCUPPER AND SUMP PLAN 1900WNickerson St, Suite 201 Seattle,WA 98119 1 112" - 1'-011 3„ _ 1,_0I, (il 3" = 1,-°„ T 206-378-0569 COST CONSULTANT ,._. 111 I I 1 F� 07 54 23 THERMOPLASTIC 07 62 00 PREFINISHED FLASHING -'11:11;!;1:11, ;1 .,' II f W/DRIP EDGE -1-1-1-1-1-1-11 ,, ' Construction Focus ! 1iI ! , III I I ROOFING 740 Almaden St. itTITIT ITITl TI I I 07 92 00-SEALANT T�1 • , ; i+_l�', =, 'I I V. MEMBRANE BASE Eugene, OR 97402 7±71 -'-:I---- FLASHING T 541-686-2031 05 50 00 FIXED WALL = _ _ 06 10 00 BLOCKING 07 54 23-TPO COATED I i 11 X11 11-1 1'; I 06 10 00-BLOCKING LADDER (3) LAYERS 2X8 FRT METAL SCUPPER I �T 1 II I 1 I ♦♦♦• BLOCKING FASTENED =,'_;';!;!;!li_ _.7 l--I-I-I-I-I I �♦� BETWEEN STUDS WI(6) 1-I-I-,-1-I-E-" I _-�- " N0. 10 X 3"SCREWS PER I -I-'11-'71-'i'_- ' -- � 05 50 00 FIXED WALL • ____./V LADDER / Imo-- - �: _ _ L4X3X114 GALV STEE Ty / 1 END 07 62 00-CONDUCTOR -L � ' — / HEAD ;; ;;;!;il' ANGLE i. -I-� l i-i i ' \ _ case . 91 }� �— Q55000 112"X 5 SST LAG [ -HT1-1-1-1-1-1-r='- C - 05 50 00 FIXED WALL I SCREWS AND WASHERS. !` = - �■ �. I-I-I-1--I--I- 1 i_II- -iu;.-; 2X6 • •,. I r-3 I-I-I-I-I-I _ LADDER WET SEAL AT FASTENERS ;;!;-, -, ;_. _ ASEA I �� NOTE: / 1i iIlil;l�-t rI 2X4 06 10 00 NAILER E,WA C T 1/4" GALV STEEL PLA' .� ' I -- - - r METAL STUD BACK-UP NOTES: - - - ' .�.JI` - `:= • IF>2"• CONDITION SHOWN AT G "y 1. ACCOMMODATE BUILT-UP �� --1 - ; '.-I '-1,-- -..I'. ', - - - ' _ CRICKET INSULATION TO MAINTAIN - - - - - - - - - - — - •,( - r , , .. , , _-- 07 92 00-SEALANT �'-1 i 1-1 1 1 1-1-1 1--I;1 1-Ili�I p' I - 1 I��_I-r I--.-i-i•-i-4-i .rei=1'l i i _ �tw 1_-1-14=12-1-1-1-I.'ll 1 11 I� STRUCT CMU BACK UP 07 54 23 THERMOPLASTIC I-E1-1-I-E --I-I-IV T'II-I-I TlI ,-I I- II-I-III I11111- -Li'1 ,-I , 1I- I- , Vl-I--I-I-1-II- ROOFING 1-I-I-I--I-I-I-I-II-I-,--,- , I , II4-I-i-II- I , I-IIIlI III--i- -!- _ ,-1--I-l-l-l-I-,- PROVIDE (4)31$"X 4" ' X.LANPERMINIMUM ANCHOR HEIGHT ABOVEV /2 18 1-7T! iii!T 1T1T1-117!T1T171717ITI ''371\171'17171717 1,-17,71 i 1,11!X7 TI�IILi!I-LIJI IiIi-' _ 1 1,1,11 il3lllii7� 1-1-1-,-1-1-1-I-1-1-E-1-1-1-1-1-1 1-1-1-1 1-I-1-1-1-1-1-1 ,--1-1-1-1-1-1-1 1-1-1-CL -1-1-1-f-1, 'I,-i-1-,-1-1-1-1-1-1 C �` -I-I--1-I-I-I-1-I-,-I-I-I-1 I-I I-l-I-,-,-I-I- 1-,-I-I-I-1-,-, I-,-_ -!-' t -1,1,111,1,1,1,--,- -,-,-,-1-1-,-,-,-,-,-,-,-,-1 , IlI II , EXPANSION BOLTS IN LIEU OF 112„ ROOF SURFACE. 11 24 28-FALL RESTRAINT , 4I ''''171111 1 7 11 171711'-T1i 1T'-f1 p ''-1111111111,11111!11'-11 1'11!11111'''1''71\1 -1-1-1-1' ' k 1' 2 ''-' IT Tli1T lTlu LAG SCREWS ♦ 1-1-1-1-1-1-,-1-1-1-1-E-1-1-1—i-1 I 1-1-1-,--1_,_,_,_\_1_1_1 1�,_1-,_,_,_,_1_1_,_,.� ____,_1_..1v1-17, --I-1111- ti O 2. SEE STRUCTURAL DRAWINGS ANCHOR :91 �� 11717 71717 1 7 1 7 17;'1k1T1T1ili1Tli Or,1,111,111,1,111111,1, 'T1i 11 71171 71T1i?7-�,1 T!71{111-,1 ai 'T! l i_1- I-IT,i u Y 07 54 23 CANT STRIP ___ co FOR CONNECTIONS TO 07 62 00 SST CLAMPI I- U o " a ! _'_ H ii 07 24 00-SELF ADHERED c� NJ • STRUCTURE. RING � - -�-----_ - __� -� 055000-8 XS X114 GALV �' � � MEMBRANE FLASHING n m Q \ C 07 92 00 SEALANT (22_, j u� r STEEL PLATE WITH 4 � �LAP UNDER ROOFING - N ♦ 07 54 23-THERMOPLIcc a HOLES 1" IN FROM / �i 41 ROOFING �� CORNERS MEMBRANE X 4 1 076200-SST CLAMPING --P-L11 -i MEMBRANE FLASHIN 2„ L ♦� r� `` �' - 1 ♦ /� _/' _ 7Z ♦ RING �� r- co PER _ _ � � � � _ _ - Q _ 1 I LL PER 07 54 23-THERMOPU PLAN 114"- 3 v, T� �I - i �� — - --- -- !_l_ 07 54 23 THERMOPLASTIC PLAN ROOFING 07 62 00 METAL TRIM , r I8 __ �$ _ •■ ___�_ co / ran ♦\ 07 62 00-DOME STRAINER OF I _ ■ 1L ROOFING L J L ` 07 92 00-SEALANT AND r 1 I _-_ p RT MEMBRANE FLASHING lu1 BACKER ROD ` / \ II 2X12 �� 2X$ 1+ y� I �- z _ _ I t PER PLAN I `n I 05 50 00-METAL v \ TTT-- ITII` % I I IIco lip � ao—jJJ J � 11 i ] HIHWW1iiL = T- T T= -,r /� 1IAAR61 H GALV STEEL BENT PLATE a i `2X8 sr 1 ROOFING - ---------_. ,�� -11111-1117 --- . . . . 05 50 00 LADDER WI ♦ l� I '1'111'1111 '. \B � I I-1-I-I-E-'-r_ -1-1-,-1-1-1-1 :. ■■ F - •mu.�m -i I __ PLATFORM&RETURN ' ■■■ I -- - I -- 4-r \ 07 62 00-METAL TRIM L - J 01-F--T r`�I�,I+_ ,, - I n iii �� - #_' - I --- / -1 , ITI- I I 07 54 23-VAPOR RETARDER J- - 1 - 1 1 - _ 05 50 OQ METAL 1 TEMPORARY ROOF - -I MEAS I ) ., rm. J,. �. _ _, .•. I — -_O = - iTi I-II ,I_. .._ I _- _ ■=M� 7 I �� T_ _ __ I �� FABRICATIONS 07 62 00 DOWNSPOUT :.-..,-/I.,. .:..,. .-.7 C z., — 114"GALV STEEL PLATE -1-1-1-1-1--1-1,- - ----- `-- - . O`v 2LAN � �■�i-ii1COORDSTRUCTDWGS-I i r11 \ 1�1 \ I FABRICATIONS • :14:14-74-1,144,1. / N Li \ 05 50 00 FIXED WALL L4X3114"GALV STEEL ANGLE SEE FIREPROOFING DWGS LADDER -3"NOM GALV STEEL PIPE PIPE STANCHION BELOW 055000-FIXED WALL /--.-..,\ ROOF FALL ANCHOR FLASHING LADDR 8X8X1E4"GALV STEEL BASE PLATE LADDER ROOF SUPPORT LADDER WALL BRACKET -- ---\� CONDUCTOR HEAD/SCUPPER AND SUMP SECTION �, -4- 23 11 = 1-0" ( 18 ) 3" = 1'-0i, , 12 1 311 = 1 I-°II ,--- \..____/ 07 62 00-PREFIN METAL — 3 � v,— / 112"112" COPING ci_2 - � 07 62 00-PREFINISHED P .., FLASHING A 1CONTINUOS CLEAT REVISIONS DATE COORD W/WALL THICKNESS 11-6"CLR / r /r \\ • ,— 2X6 \ \ / • _ '�-G / 06 10 00-518"PLYWOOD so Cl!F_D // PER \ // 06 10 00-PLYWOOD Z9 PLAN SHEATHING, COORD WI z - j.TRUCT DWGS 055000-FIXED WALL - - FILL STUD CAVITY TO TOP OF CRICKET LADDER WITH PLATFORM h '�AND ROOF SIDE RETURN ' -�--=~ //// \II ? II/ H TIGARD TUALATIN SCHOOL DISTRICT _ - II ��♦ 1111111 111111111 \ 111111 IIII E_ILi . z T.O. PARAPETIIIIb IIlll TIGARD HIGH — "� _ 7=-__TE-- i AV, I I I II.I. I.I_I a7 w YROOF DIVIDER SCHOOL '1 ,, I 31 _ 11-0" MODERNIZATIO w , ..., . g O, c, . _____________.„ - _______-- 1 -J I i , U DIV 23 HVAC EQUIP,COORD [�� 1 9000 SW DURHAM RD. Wl MECH DWGS II �► TIGARD, OR. 97224 I 11 I • cLuil�, DIV 23-CONTINOUS WOOD NAILER -� z I II , -i= _ JOB NO: 16992 00 DIV 23-PRE-MFR INSULATED GALV 'ii_i i1'- -- U I L -1-, ISSUE DATE. June 19, 2018 a STEEL CURB, COORD WI MECH ;;;�; � m =1=, I� _. EQUIP ;_;=I Jurisdiction Stamp Area I-I-1 Y I EXTERIOR WALL AND RC 1 1-i• / DUCT Q a --A--- - ROOF 07 54 23 THERMOPLASTIC PER _-- 4-7 r EXTENSION m -l r CONSTRUCTION V ROOFING PLAN ;11, WHERE 1� '111= OCCURS f % ID V NON-SLIP RUNG, TYP 1� . �'-'1 I ♦ COORD W/ ♦ 18 '1-' II ♦ MECH DWGS \ 1 _ -- ---- 1-1 -I-I- 1-1-I A5.52 -I 1 1 STEEL BRACKET-COORD —4 i I ___�_ I 11111 LOCATIONS WITH _ __ 11. 1=17 I REQUIREMENTS OF LADDER ---+-- - 1. �- T-- MFR - I - -1,1,. ff _ I _ I-I- ■ PIPE SUPPORT ASSEMBLY I ! ill-� -1�'� !{ `` '-' ROOF DETAILS . t I I I I I F 1111 I I I 'FTII- i i --L tJj -,_ I _... 0,11-1-1 , ci_ � COORDINATE BASE PLATES I ch I / i WITH SLOPE OF ROOF I W 'n I / DECK I 1 /11 \ / I (1) isiI II I r / .// . / // // /II I I 051200-STRUCTURAL - _ - '�� -I —I— j STEEL FRAMING COORD WI - --- -- - STRUCT DWGS c•i CKti FIXED WALL LADDER WITH PARAPET RETURNEDir, MECH EQUIP PRE-MFR CURBLu A5 . 52 15 1 314" = 1'-0" 3" = 1'-0'I a_ FOR COMMONS 1 5 412 N D NOTES&CALLOUTS SEE FIELD VERIFY SLOPE -O PARAPET 0_ -- 07 62 00-PREFIN METAL (Th • ----N-- - - - - - — -- - • \ \ COPING \5 6/ ; / PER ELEV bassetti/ 07 54 23-THERMOPLASTIC ' t"' I -1_ �__-- .- architects rp 1 ROOFING N Ei r I L 075423-VAPOR RETARDER m Iii 1 v \' I I r = T o ITEMPORARY ROOF I�- TOCURB G 4--tif`.7 ',..l• "-Liv - --:- •., -‘ \ FRAMING IF Nf ,, _ I I 721 NW 9TH Ave, Suite 350 - - - ' T 0 PARAPET I a7 62 00 COUNTER / - 07 42 13 �° Portland Ore On 97209 \ • : I\ FLASHING SYSTEM / :_ �I----- I CONTINUOUS CLEAT g °' 06 10 00-2X BLOCKING , , -i T (206) 340 9500 F (206) 340 9519 BACK SIDE FRONT SIDE 2X4\ 2X4:. CUT TO FIT - �'- * 1 _ 07 62 00-METAL FLASHING c_ 07 62 00-PREFIN METAL COPING 2X8 •�- ---- ' _ •_ -'1i 07 62 00- POST/STUD `. I � --I`' �I L CONTINUOUS CLEAT 06 10 00-2X BLOCKING ' I + _• = CIVIL ENGINEER & LANDSCAPE CUT TO FIT '\ \ 07 54 23 I '`.. i\ \; - - 07 62 00-CONT SEPARATOR -' - 1+ 07 62 00 METAL TRIM Cardno - 1 \ CLEAT,TYP \ �- „'�- 6720 SW Macadam Ave Suite 200, T O SCREEN 07 54 23-ROOF \ 1' I I 07 42 13 PANEL Portland, OR 97219 N\ ' i_ - !` �. II-1 MEMBRANE \ ;.' — CLOSURE PER MFR T(503)-419-2500 Y 079200-SEALANT 1-%; 0\p, SI PER ELEV \ FLASHING ,` ,: ! '• _. I. �c a '' I r STRUCTURAL ENGINEER % 075423-THERMAL I f N T 0 STEEL0 PLASTIC MEMBRANE 1 1500 NE IrvingCatena gS#eSu e 412 07 62 00 PREFINISHED ~ l� \ ROOFING WRAP OVER \.'-'1':; I- i FLASHING TOP OF CURB I 1 -' I ---- T(503 -467-4980 Portland, OR 32 J TRIM I 07 62 00-CONT CLEAT '\ • i L.`.:• r ( ) 07 42 13-METAL FLASHING 07 54 23 HOT WELD 1 I MECHANICAL ELECTRICAL & 05 12 00-STEEL PLATE, I J TRIM I - PHASE 2 CONSTRUCTION, -.._ , COORD WI STRUCT DWGS 1 ' `t\ \ DEMOLISH CURB, REPAIR ROOF TYPE I- PLUMBING ENGINEER PAINT I \ PHASE 1 ROOFING,TIE PER ROOF --�� - #'_'- .. ' r Glumac J [\ s INTO PHASE 2 ROOFING PLAN �. - �'' r900 SW Fifth Ave., Suite 1600 07 54 23-THERMOPLASTIC 07 54 23-HOT --•=-t ;. .7 HI F - �` - 05 40 00-2 112" METAL ROOFING WELD -\-- 7 / I I 1 Portland, OR 97204 05 40 00-COLD-FORMED Qti-X2DJ STUD AT 16"OC, TYP / r;': / _ _.. T(503)-227-5280 METAL FRAMING r/ 1 -0 �� \ \ ,r h.,_-":',.,:., � 1 2 112"METAL STUD FV ,,'/// ,1, -.1 _ -- — — __, � � _ _ _ 2x4\ c4 '__ -H I FOOD SERVICE CONSULTANT r 05 12 00-STEEL BEAM, ----+-' COORD W/STRUCT DWGS I 1 I I •I I , �_ I �� 07 42 13 METAL WALL Webb Foodservice Design PAINT i . _ I I -I- I 1 1 �' PANELS -- \ \ - I I = ` PER ELEVATION 3700 SE Lafayette Ct. 07 42 13 METAL WALL I L T i\ \ --- ----- 1 i 1.,,.•, - - Portland, OR 97202 PANELS I 1\ \ I T(503)-236-8566 -� I -® 0742 13 SUBGIRTS; MIN 16 GA PER ELEV I -- I �_ 1 I 4X4 I 47 42 13 THERMAL SPACER ACOUSTIC & AV CONSULTANT I 05 40 OD COLD-FORMED I I _;; \; I I I j � 1 i I The Greenbusch Group METAL FRAMING --t=� 4" - - 07 21 OD RIGID INSULATION 10"METAL STUD r _ -_I -' I I { 1900 W. Nickerson St., Suite 201 I I FV ■ -- - ,1 PER STRUCT ., ( Seattle,WA 98119 i -t I _ _ _ _ _ I I - f I I = 07 24 04-FLUID APPLIED AIR T 206-378-0569 �� - 71- - - - - -,-1 I .� u • i �-� 4 - - I` 4X4 r j 'f BARRIER --1- 05 40 00-EXTERIOR WALL COST CONSULTANT \ ' I SHEATHING II Construction Focus Ii , ROOFTOP MECH SCREEN - MWP - TOP / I ; I ii � = ,�, TOSTEEL Eugen740 e, ORn97402 1 1� 31 = 11_OII ��/ �- - IV///// /�// /, :: . ., .. - PER STRUCT T 541$$6 2031 / 054000-6"METAL STUDS 05 31 00-NON-COMPOSITE 05 12 00-SENT PLATE, - 1.;,: I POST/STUD ROOF DECK 06 10 00- BLOCKING 05 12 00 STEEL BEAM, COORD WI STRUCT DWGS 1 i - 07 42 13 METAL WALLPANELS I COORD W!STRUCT DWGS 05 40 00 COLD FORMED PER ELEV 05 12 00-STRUCTURAL STEEL FRAMING, COORD WI . 06 10 00- 112"PLYWOOD METAL FRAMING �' I WALL TYPE LORNE ACONAC 1 ` STRUCT DWGS EXTERIOR TEXTURED CLIP PER STRUCT PER PLAN -- 05 40 00-COLD-FORMED PLYWOOD II. ease . 91 1" _ METAL FRAMING - 1 i' I , a - I 10"METAL STUD PER STRUCT • t -_ SEA E,WA N 054000-21/2"METAL STUD TEMP ROOF CURB AT GRID CD - PHASE 1 - PARAPET - N WING ENTRY SOUTH WALL 7454 07 62 00-PREFINISHED -i AT 16' OC, TYP „ -1--„ FLASHING ` 8 O BEAM0 J 3 - - DIV 23 HVAC EQUIP; COORD ( 1 ) 3,1 _ 1,-0,, 0 /2 1$ •. /`~' `v ' -IF \ B O SCREEN 41,_ 1 ` 1 I PER ELEV 10" SCHED 10 PIPE:4 112 or 6 518"Q.D. I Ir ,f 07 62 00-PREFINISHED ---- , 0512 00-STEEL BEAM, R �� ♦ • •♦�,_ % ��♦�• FLASHING COORD WI STRUCT DWGS C_ „...s. ..y �� "4 ♦ ♦� PER STRUCT I PLAN ♦ 4•• •+• ♦�� ♦ ��♦♦♦♦♦•♦ ♦ 1 118 DIA WEEP DIM PT �f 1 HOLES12"OC II - - - - - - - - - - - - - '► @ T.D. CONC CURB \ / - - 1 . --- 05 12 00-HSS POST ■ I Ili ,';+ ti �, `■e■ - -- ' GROUT I 04 20 CELLSDAT �`� PER STRUCT, PAINT 1�� 1 _ ,` • e d I 11 ANCHOR I. U ;. I �� 076200-318"SST u' h EXPANSION ANCHOR BOLT `§ / - - ( - 07 62 00 DOWNSPOUT /1, 7 STRAPS AND SUPPORTS: 16 V cc ' II / `, GA GALV SHEET METAL W/3/8" o ._j -� ! \\ � BOLT&NUT, PAINT, TYP NOTE: Ny 05 12 00-STRUCTURAL 07 62 00-DOWNSPOUT BRACKET: SEE MECH DRAWINGS FOR STEEL FRAMING, COORD W/ 1/8"THICK HOT DIP GALV BENT 07 54 23 THERMOPLASTIC - FRAMED PLENUM OPENING "L"x"W" STRUCT DWGS PLATE ROOFING LOCATIONS& DIMENSIONS(L x W) - DIV 23-DUCT '\ PAINT TO MATCH DS,TYP PIPE PENETRATION 09 22 16-NON-STRUCTURAL FLASHING PER METAL FRAMING 07 62 00 DOWNSPOUT 3 / A552 , _ _ _ �- 43 �QQ� AHU 1 DOAU PLENUM FRAMING 0921E16-GWBD5/8" DOWNSPOUT BRACKET AT CMU VENEER moo) 3/8" = 1 I-0" (,---;,---\. -- - - 3" = 1'-0" v -- --, I ROOF TYPE z = 07 62 00-GUTTER SUPPORT STRAP PER ROOF °D DIV 23 HVAC EQUIP, I Ait PLAN COORD WI MECH DWGS REVISIONS DATE • 1 1 CD 1 I 07 92 00 SEALANT AND MITER TRANSITIONS, WELD i I BACKER ROD I AND GRIND SMOOTH PRIOR ,i. I I IL I 1 TO GALVANIZING. TYP \_- T I Q DIV 23-PRE MFR UNIT I \ I l. . CURB 'zi\'\ =� L. . _____T .'-•i DIV 23 DUCT LINER d# MAN ' DIV 23-DESIGN!BUILD UNIT H ---- i NIIIIIIIIIIrr - ------------- • I _ CURB CONNECTION TO _ I I _ -- L 07 62 00 SELF ADHERING -11 I _ 1 II ' �� ; H. -- ,- UNDERLAYMENT #• CHANGE IN WALL PLANE 07 54 23-POLYISO BOARD - INSULATION ROOFTOP MECH SCREEN - MWP - BOTTOM 076200-PREFINISHED FLASHING 1 WI FLAT LOCK SEAMS PER SMACNA '- ----- `} 3 - 1 -0 06 10 00-NAILER • TIGARD TUALATIN SCHOOL DISTRICT 3" 1' D" 2'-6" 1'-011 3" 07 54 23 CONTINUOUS ` 112 1 12". \ J � ¢„ ' R %' ;� _ _ _ _ TIGARD HIGH ,� /� ,� ,� ,� ,e TERMINATION BAR ' I N �Inr - * I 1 07 54 23-CANT STRIP DIV 22 ROOF DRAIN 07 54 23 THERMOPLASTIC DIV 22 ROOF OVERFLOW DIM PT �� I \ \ CS 4 SCHOOL ALL SIDES OF SUMP ROOFING - - T.O. CONC CURB -' -' 07 52 23_ROOF COVER 07 54 23-VAPOR RETARDER 118"MEN SLOPE - <�II�_ ;- TIT ..d • I I f i 07 54 23 POLYISO BOARD 07 62 00 COUNTER I _ d_-I-I-I-I- INSULATION BOARD 1 TEMPORARY ROOF TO DRAIN T ` B 4 I-I-I-I-I \ .- J_.1'1'`'I MODERNIZATION 1 dr � °. 4 1111111111 \ j - - RC FLASHING SYSTEM I • I 1 _ ___ - ', d ' -1-3-1-1-1- • [ I 07 54 23-POLYISO BOARD 07 54 23-THERMAL BARRIER I I 1 I ` D L '.- s [�'=!�'F�] \ INSULATION HOARD I PER 2X6 - - ' ^ r� r -, 06 10 00- 112"PLYWOOD -_2X4 , _ I-I-I-I-I PLAN Z .,t ■Irr 1 ,� "-.:, 1�=�=1=�`�' A 1 07 54 23 THERMOPLASTIC "Ca �--�` 6" d -17;17171 �C i I - 1 I ROOFING - - _ • J ed e '°-d °- 1 i 1 11 i 1 I. - 00 � • - s,-I-I-I-I-I 9000 SW DURHAM RD. 1 1 1 1 1,1 1 o ROOF SURFACE • 1 - - _ _ __1 ..- - A \ / - e - / TIGARD, OR. 97224 eh \‘ CIO ,l �/ .. 6 ." -4: 111 f11�I r `. � • ■■ ,� I N l \T i f PER // .! `a• ". _ - :�I�I�I�i� �� --- 1 /. � 1 l N—• — PLAN - --_ . JOB NO: 16992.00 `� I ' `I Lel % - ,.,. •- -' • . :LT-Li-LT-Li-L-1- ISSUE DATE: June 19, 2018 4 - 1-1-1-1-1- •. - 2X4 4- - ,I-I-I-I-I- �._s�• � " --� 1 ._. I I fr._I�_,. — ----` I_I_I_I DOWNSPOUT TRANSITION - TYP _... it 1 I_- I fir...#* I 1 1 de ___ 4) 3" _ Jurisdiction Stamp Area 1— d ' 1 ' { I. ♦ _— __. ... —_ - 4 -e.. n - ' -I-I-1—I—I I—I—ISI—i—I 1 __ —___L_- . 1` 1III`I` II`I 1, 11` 1 }. e - I_ 111l 1111 II_I11-lVII il.,__17. ....,,L_•_-1\I - -- •-• •---t---. 1 p•d • I ' '-' ' ` 1 '-I I DRILL AND TAP FOR(4)SST d I-I I EI II ! I I 1 - i . ` ° I I i.:1 I-1- TAMPER RESISTANT `... - ' 1'. - i " - SCREWS I T—�—.. a , d ' 2 r • 4,--- , _I „____ 1,H __1 r 1 f I .= 1 --_ ■ ,___--mss ins CGP. . .a ��F'.Ilie I— I }•. ": .f Is;;- f11110 GOVER PLATE --\/ I 1 \ ` - � 1 \_____ CLEAN OUT OPENING PER ROOF DRAIN MFR `L PER ROOF DRAIN MFR . // /i ROOF DETAILS LI , \\,„,,, 03 30 00-CONCRETE CURB - r' L 11 I- n n WALL SEE DIAGRAM �- 4 11LU0 up 0 05 31 00-COMPOSITE ROOF - FOR STUD 5-112"X 7-112" 14GA GALV Cf)^^ Co DECK FRAMED MTL COVER PLATE v! PLENUM DIMS 05 12 00-STRUCTURAL ----- -- ' STEEL FRAMING, COORD WI Co 4"X 6"CLEAN OUT OPENING co o STRUCT DWGS NEOPRENE COMPRESSION PAD 2 r-- ( ) ROOF DRAIN AND OVERFLOW DRAIN AHU 1 DOAU CURB _ ct ,I _ I 11 -- - 7-� DOWNSPOUT CLEAN-OUT TYP w A5 . 53 5 311 = 1'-0„ CL 1N1 B FOR COMMON NOTES & N B 07 62 COPING 0 PREFIN METAL FOR COMMON NOTES & CALLOUTSLLSEE �_ C/ALLOUTS SEE 1'-83/4" 2'-3" 5 1 1'_9" 7-3" 07 24 00-SELF MEMBRANE FLASHING ED f 5 i �� • • A,,5_.__5_7) A5.54 A5.57 06 10 00 518"PLYWOOD basset/. �� ' I — 07 62 00-PREFIN METAL 1/2 : 12 SLOPE ' COPING 112: 12 SLOPE //A � FRT 1 112" architects ( -- T O FASCIA i T O FASCIA 0_ ;,' _ _ _ _ _ _ ,0I \\, _ -. i - -moi �� - - \\\ -I PER ELEV - - - \\\ \\\ PER ELEV I - - - ,.\ \\\ _ ,� - - 1 - rel _ - - - ' - r-7 — — \ - - - - - -\\N \7\� I �\— `, — — ` —\-S _" ��\ — I 0 a i--.-, 721 NW 9TH Ave, Suite 350 ' � i I _ Portland, Oregon 97209 I/ Ve:-'' 6 b T (206) 340 9500 F (206) 340 9519 i A I �' b I i� 07 62 00-PREFINISHED 07 62 00-PREFIN METAL - /I o -0 �� FLASHING 07 62 00-COUNTER �c`:I A o -0 I �� COPING I _ /I FLAB IND SYS EM ` — I ��'' CIVIL ENGINEER & LANDSCAPE 075423- I - / 075423- A , 07620Q- SEPARAT�R• ': CONTINUOUS CLEAT „h \ I CONTINUOUS CLEAT .1 � �i 1 Q762aQ SEPARATOR /I � _'- 6" Cardno 6720 SW Macadam Ave Suite 200. ■� 07 54 23 ROOFING 1 ■�� Portland. OR 97219 075423-ROOFING /1 MEMBRANE FLASHING -- I MEMBRANE FLASHING 1' — I `. ° T(503)-419-2500 7I } 07 62 00-PREFINISHED ROOF TYPE PER 1 It_.: 07 62 flO PREFINISHED ROOF TYPE PER —u / I FLASHING TAI _ I FLASHING ROOF PLAN 07 54 23 HOT 1'1 % . ROOF PLAN 07 54 23 HOT / � rr•.- STRUCTURAL ENGINEER WELD — �. I 20 GA, FASCIA WELD 1/I I •' 20 GA, FASCIA Catena Engineers (R-XX) i T• 1 ,- IINE :: ) /I 07 24 QO SELF ADHERED CD I MEMBRANE SELF ADHERED g �� I / � MEMBRANE FLASHING t------------- � FLASHING 1500 NE Irving St., Suite 412 �1 - 06 10 00-518"PLYWOOD _ I - _. - . - - 7 _ I Portland. OR 97232 FRT • : - =I = I' I T(503)-467-4980 �_ I L , MECHANICAL ELECTRICAL �ii�� I— ` o- o y / I - i o- o ti, ■�- / — III I I I 1 PLUMBING ENGINEER I ■ o- o I I I _; o- o I \ Glumac ■ --- i i , _i i i ` i, 900 SW Fifth Ave., Suite 1600 _ i ,1 1 f _ - r Portland, OR 97204 - i - - �� .-\`,_ - I } _ -111Pr�V 11�� C T(503)-227-5280 076200- i IJ : II �� 07 62 00 opv —1=1111� i _ rl CONTINUOUS CLEAT " _+ FOOD SERVICE CONSULTANT _! -- - - - - { ►� ;_ I - __ _ _ _ _I_ , ^ - - �I� , � �' CONTINUOUS CLEAT Webb Foodservice Design ,. ... . : . , . ... l I 37D0 SE Lafayette Ct. g ------------ ----------- ------- -- - - -== - 0 1 Portland OR 97202 ____________ ____-_--_-__------______---_--_--- 0 076200-METAL TRIM �NB \ FOR COMMON NOTES - 07 62 00-METAL FLASHING ` AND CALLOUTS asse i X 1'6 112" 07 62 00 CONTINUOUS CLEAT 2.$„ 1-6" SEE2 architects ROOF TYPE 07 54 23-THERMOPLASTIC ROOFING 07 54 23 COATED METAL I I A5.54 PER ROOF MEMBRANE FLASHING 1 PLAN I 06 10 00-2X BLOCKING 47 54 23-SEALANT - �� .y „ , , 07 54 23-VAPOR RETARDER 07 54 23-THERMOPLASTIC CD07 54 23 THERMOPLASTIC ROOFING i , Portland, Oregon fl%96) 34o RMALBARRIER 05PLY150BOARD COORDWISTRUCTDGS- I - `' 1 1r1 I 'S\�` V "' BOARD INSULATION - - I T (206) 340 9500 9519 i I I I I I I - i i i i i i ' - - - - = "' "'_ - 05 31 00 NON COMPOSITE 07 54 23 POLY150 BOARD 06 10 00-BLOCKING 4dd, :41,,it:i 1 112” `5\� 3\� 1 1 1 1 1 1 1 I I C INSULATION - - _� i/ —HI11II 1111 ' ROOF DECK _ I I 1 I 11— I I cv `?/st� .-1� `` I 1 2X6 J �.'- I ��QV I =1 I ( : f f is '_j i 11CIVIL ENGINEER & LANDSCAPE , - �� , Cardno r- - - . Q� s/a a 2X6 6720 SW Macadam AveSuite 2 I c e 00 Q' ��' Portland, OR 97219 ' 2X6 ,-. I i \\\__ 07 62 00-CONTINUOUS CLEAT 1 I - , ' o T(503)-419-2500 r 07 42 13 SUBGlRTS; MIN 16 GA - - I I 1 ` 1 j 1 1 ---� I -o - - - - 04 23-METAL FLASHING l�I� 2X6 I _ III - FASCIA, 20 GA 1 ' STRUCTURAL ENGINEER z,-7-- - -' - -,-- � �� - -. . zo 07 54 23-THERMOPLASTIC ROOFING17—: # _, '_.. . -� _ i / Catena Engineers P07 4 23-TH I �' --------------- - - ----- ---- 5 ERMOPLAST C ROOFING 1500 NE Irvin St Suite 412 ______________:::::::::::::::::::::::-:-:-:-:-:-:-=-: ------__---_--_--_-_-_-____-_____ _ _ ________ SM Eli) 4'-0" 1'-6" V 2 �/ NOTE:FOR COMMON �� 07 54 23-FLASHING MEMBRANE 07 62 OD PREFINISHED 07 54 23 CANT STRIP I 3'-0" 2 10 bassetti FLASHING NOTES& e )ie 07 54 23-MEMBRANE I CALOUTS SEE 07 54 23==:FING Af 075423 SEALANT075423 -TPO COATED METAL a� ' ev v 07 52 23 1 :77:22::SEALANTFASTENTD TEELANGLEAND3 / A5.56 ROOFING cp 2s� )�� BENT PLWI(4)TOTAL Q.157"DIA07 54 23 POLYISO BOARD INSULATION07 21 00 BATT INSULATION I TPD COATED METAL �i29 �y \� �� THERMOPLASTIC HILTI X U PAFS AIT EACH STUD 05 31 00-STEEL DECKING 1 ROOFING CLOSURE PLATE ROOF TYPE PER 07 54 23-VAPOR RETARDER 07 62 00 DEBRIS \�� ..r \ 1 TEMPORARY ROOF 07 92 00-SEALANT AND ROOF PLAN ROOF TYPE PER ( 051200 STEEL ANGLE, ROOF PLAN GUARD 721 NW 9TH Ave, Suite 350 \l,,,‘ 07 52 23-ROOF COVER BOARD COORD W!STRUCT DWGS 07 24 00 FLUID APPLIED AIR BACKER ROD M �" �' 112" II BARRIER 07 54 23-THERMAL BARRIER BOARD Portland, Oregon 97209 � xn jt; - - I Q:z-xx_D R-XX 07 24 00-FLUID APPLIED AIR : AT 762OQ T (206) 340 9500 F (206) 340 9519 � I - 05 31 00-NON-COMPOSITE ROOF DECK BARRIER 4:k1( - - 7 62 00-GUTTER o o - I I I ---- - � -- __ EXPANSION JOINT 112" • / , 1. -- -l/ '� Q G I:• I 1 v I I - I \ ------ _ —+ - i / I __ -' / �_ 'c '� Cardno - 1 , - - 6720 SW Macadam Ave Suite 200, '_ - - - ° I 2X6 ' I I_ � -------- -- I I r 2X6 1 N 1 - - J r —�- I Portland, OR 972 9 07 54 23 20 GA FASCIA I /I ' -- 1 ( - i I. \ 07 62 DO METAL FLASHING �` T(503)-419-2500 I � L - --_ ._I i 9"GUTTER WIDTH o �� 2X6 / / / I t' 2X6 sr _. 07 54 23-THERMOPLASTIC I 'l L__ __717--- — —__ 1 -- - - --�}_ l__ �' r �' w STRUCTURAL ENGINEER ROOFING I 6� �� -r l' ___ -� 4 I - Ij -- _-- ' � 6 GUTTER Catena Engineers 07 24 00 SELF ADHERED I\ ,. -f . t ,._ �, -- ,I► tea.— -.1�� . _ _ - - - - - - --T I_ 1 i „/.,, _� -^ - 1 _ z 1500 NE Irving St., Suite 412 -4. - t. J-,=---1-,., __:- �i,� -. -.,_�_,..t_ _ _ Portland, OR 97232 MEMBRANE FLASHING �. , . . , _ �_ � - � 2X6 , 1 1� - - � T(503)-467-4980 r. , . .: - __. _ ,. . ._ _ \. „ . . . 07 06 10 00-518"PLYWOOD -��,,� j fi = v) CONCEALED FRT Y /° — I • MECHANICAL ELECTRICAL & I\ a " " AAA\ T O STEEL �� e 2X - PLUMBING ENGINEER 05 40 DD 4005137 43 @ 24" / _ _ -. T O STEEL I , �� o_ HANGING GUTTER OC, FASTEN TO OTHER I • / 4 I �'� Y'� -- II JJ•// /r // - -1 A 1 v ,y r `° Glumac PER STRUCT 911 rr -`�r .... - �f � STUD WI(3)#10 SMS, TYP ,4 - 0 I ! 1 PER STRUCT ma T ' * -- — 900 SW Fifth Ave., Suite 1600 I, - 6" I \ �� 07 54 23 CONTINUOUS _ �tl. I. - 07 62 00 GUTTER Portland, OR 97204 CLEAT —� o `�+ 1 I ,_ 05 12 00-STEEL BEAM, ' I ! I BRACKET T(503)-227-5280 ° - COORD WI STRUCT DWGS j------- - (� - = / I 1 # J - 07 54 23-THERMOPLASTIC FOOD SERVICE CONSULTANT ,_ r _ D5 12 00 STRUCTURAL # 3�� o / I: 7 ._____ — STEEL FRAMING, COORD W! — ROOFING Webb Foodservice Design � f—� to / �- L - .Nh STRUCT DWGS 1 i 3700 SE Lafayette Ct. ! --__-- ___ j ; 07 24 00-SELF ADHERED Y 05 31 00 STEEL DECKING 4 r - MEMBRANE FLASHING Portland, 503 20R 97202 ��'1 1 .` I T � - =-============= I ( ) 36 8566 \� 1 CL05URE PLATE / '� . 07 62 OD- SHEET 318" 1 /,:: 05 12 00 STEEL ANGLE, �` � / FASCIA, 2Q GA ACOUSTIC & AV CONSULTANT COORD WI STRUCT DWGS =��` , 05 40 00-6"METAL STUDS J J 1 . I \ --7_____ �� The Greenbusch Group 05 12 00-STRUCTURAL ( L [ I f 07 21 19-FOAM-IN- o -Y• ;`\ 1900 W. Nickerson St., Suite 201 STEEL FRAMING, COORD WI PLACE INSULATION f a - 07 62 00- %,v Seattle,WA 98119 STRUCT DWGS I o - CONTINUOUS CLEAT T 206-378-0569 WT PER STRUCT I �� j". UB I ( 0610 00 518"PLYWOOD - -I 05 40 00 HORIZONTALI :.1, • ii ° ° ':, �,r COST CONSULTANT jj BACKING i , ,, 1 . �� FRT 11 ^i 1r �. - .- } - k- _ 07 24 OD FLUID APPLIED I I p r 31$ f - Construction Focus ;' ( �( I 06 10 00- 112"PLYWOOD 07 62 00-METAL TRIM 740 Almaden St. AIR BARRIER I I .': 1 07 92 00-BACKER / > , Eugene,OR 97402 07 62 00 METAL TRIM / I ----- Vit;-' 1 ROD 1 j t I �_ f - 05 40 00 3 518"METAL T 541-686-2031 _ _ L ` \,iA 05 4D 00-3-5I8"METAL 0610 00-2X BLACKING STUDS 07 42 13-METAL WALL 07 92 00-SEALANT AND �H-L-t _ STUDS 0512 00 STEEL ANGLE PANELS BACKER ROD 7 - \ f 07 24 00-SELF ADHERED _ - _ -_ -_ MEMBRANE FLASHING k _ r' .: } - 07 42 13 METAL WALL COORD Wl STRUCT DWGS D7 62 00 METAL TRIM r -� :( r,... "..,1-,:` = - / PANELS A� 06 10 DD-BLOCKING �� [ ________>._ 074213-METAL WALL - � � , .� � 07 62 00-METAL TRIM PANELS 1 } 07 92 00 SEALANT AND /' <I C? wRi�£McCQ 91 BACKER ROD ease 91 WALL TYPE i I rr /i /r �� // /r /r `�r ,'.1 07 62 00-METAL TRIM PER PLAN WT �� // // it I r // /7 i, ;_.: :-. ' • \ �� I / 1�T PANELS METAL WALL aVEA WA �-N', PER PLAN&WALL SECTION Jry �� I WALL TYPE � �a �I PER PLAN 1 WALL SECTION �� Jr PER PLAN 0 /2 18 / -\ ROOF RIDGE - S2 WING N WALL ROOF EAVE 1 GUTTER - S2 WING S WALL J �� 4 3 = 1 -o l3\ j 3, = 11-0" 055000-METAL FABRICATIONS COL/BEAM 1/4"STEEL PLATE WELDED 3 y PIPE TOP CAP 'I �I (' �� 10 14 19-DIMENSIONAL ( LETTER SIGNAGE 055000-METAL N / FABRICATIONS I / PAINTED 2"DIA STEEL PIPE . I 05 50 -METAL FABRICCATIONS VERTICAL SIGN SUPPORTS, I PAINTED C3X5 SIGN T 2.375" OD,WELD TO CANOPY I HORIZNTAL SUPPORTS, TOP W_. 07 54 23-THERMOPLASTIC ROOFING STEEL BEAM, EQUAL &BOTTOM, STOP 2"BEFORE 07 54 23 SEALANT SPACINSIGN,G TO �0 OC AX i IT LETTER / END OF LETTER SIGN,WELD I 1 / TO STEEL PIPE 07 54 23-METAL FLASHING / /� 07 54 23 -ROOFING / \ GRID 07 52 23-ROOF COVER MEMBRANE FLASHING REVISIONS DATE BOARD 07 54 23 -COATED METAL i / _ 07 54 23-THERMAL BARRIER 112" I , jiI %// BOARD / 1/Ls2 � �05 31 00-NON-COMPOSITE ,/ I 1 ROOF DECK je 3" -� % ! N� I o I l I I „ . . co yam �\ff _ 1 V 1/ I z /L {`i.1'•- I I 07 6200 PREFINISHED N LL I I " :=',..'..`••=::, -:, - - FLASHING u- I 1'6,. 2,. fi„ a� a� Jr10" 1'-2" ih I - - - 07 54 23-SEALANT / / 07 54 23 ROOFING 07 54 23 THERMOPLASTIC —� - fi - C 07 62 DO �' 1 MEMBRAN FLA IN ROOFING %� + - 07 54 23-MEMBRANE CONTINUOUS CLEAT I E SH G IN - , 1 NB PIPE PENETRATION + fi // // rr r" r� r% 07 54 23 -COATED METAL FLASHING SEE ! FLASHING 07 62 00 DEBRIS �` I . �' I 3 / A5.52 I 07 54 23-MEMBRANE GUARD It1 -_- I I 07 54 23 -ROOFING D7 54 23-THERMOPLASTIC FLASHING r I r - j MEMBRANE FLASHING I � l � ROOFING 07 54 23-COATED 07 62 00-GUTTER / ------4: � 45 12 00-BENT PLATE, % �i��, �� . 2 112" 07 24 00-SELF ADHERED METAL OCCURS TIGARD TUALATIN SCHOOL DISTRICT / COORD WI STRUCT DWGS srg EXPANSION JOINT WHERE / ! r 5116", PAINT �p �_ MEMBRANE FLASHING 07 52 23-ROOF COVER 07 54 23-THERMOPLASTIC 07 54 23 ROOFING ,� BOARD ROOFING CONCEALED TIGARD H , , . D6 10 00 BLOCKING N 07 54 23 CANT STRIP 2X2 MEMBRANE FLASHING N(` t�\w 1, 3" 07 54 23-THERMAL BARRIER I ! 07 24 00-SELF ADHERED -\ 15" 1 �� 1 HANGING GUTTER ., , 07 46 46-SOFFIT PANEL , BOARD �J I I MEMBRANE FLASHING N/2'f 07 24 00 SELF ADHERED # • _ �.. a ,� T O ROOF SCHOOL 74646-J-TRIM _ • - ,- �c ✓ 0 - 1 ___Isii/ MEMBRANE FLASHING - - - - . . - 079200 SEALANT - - / rn rn i / 07 54 23-CANT STRIP � _ /___, = _ - _ = a M O D E R N I ZAT I O Is I2"X2" 1 3„ 3„ 1 , ,=_______= _,_ z �, ,A) -5 112"- z 0 / 1 i T 0 STEELLuCC / = iv x I �� - �r 1\ � GUTTE,R WIDTH _ �' r PER STRUCT I— ` / N \ 9000 SW DURHAM RD. �• `rr /r J /r /i /� _ C9 05 12 00-STEEL BEAM, i 05 31 00 -DECK , V•\ 7\ J , TIGARD, OR. 97224 COORD W!STRUCT DWGS ��r I - CLOSURE PER STRUCT _ _ �� ,. ` 1 (/ 05 31 00-NON-COMPOSITE 06 10 00-BLOCKING . r Ti: {li ' . �[I\,, \ JOB NO: 16992.00 • 1 ROOF DECK J. I I 07 62 00 PREFINISHED 3/8' I ( ISSUE DATE: June 19, 2018 07 92 00-SEALANT AND - 05 31 00-NON-COMPOSITE r 05 40 00-3-518"METAL x L - - - J SHEET METAL, FASCIA, BACKER ROD ROOF DECK / STUDS zD GA Jurisdiction Stamp Area - 05 40 00-3-518"METAL STUDS 05 31 00 DECK CLOSURE 0512 00 STEEL BEAM, 07 62 00-METAL TRIM 07 62 00-ALUM DOME 07 4fi 46 WALL PANEL PER STRUCT 07 46 46-SOFFIT PANEL - COORD WI STRUCT DWGS STRAINER 07 46 46 SOFFIT PANEL / - 05 12 00-STRUCTURAL 07 46 46-WALL PANEL I STEEL FRAMING, COORD WI 06 10 00-BLOCKING I I I -- 07 62 00-GUTTER 07 92 DO SEALANT 1 • l _ STRUCT DWGS IN BRACKET 07 46 46 -PAINTED 07 62 00 METAL TRIM _ ALUM SOFFIT VENT - I 07 62 DO DOWNSPOUT - 074646-FASTENER 074646-WALL PANEL PER PANEL MFR 054000-3-518"METAL 4' 1'-0" / I I 1 . - SOFFIT STUDS 6" PI_R WALL SECTION ROOF DETAILS 4,_2 PER RCP I— < NLil cp co 074646-DRIP TRIM CO p 07 46 46-SOFFIT PANEL CO co T co N WING CANOPY SAVE 1 SOFFIT 1 GUTTER w A5 . 56 -- N WING CANOPY RAKE DETAIL N WING CANOPY RIDGE DETAIL 3„ _ 1,_�„ K 11 , 3"" = 1'-0" c 2 Ti = 1'-0" - f_ k . . WALL NOTE: @ , FOR COMMON NOTES 1'-6" 2,-3,. AND CALLOUTS /% y /. G`A SEE 4 / A5.51 07 62 00-STANDING SEAM 20 / A5.57 :21 10 00-BLOCKING METAL FABRICATION Q7 62 00 SELF ADHERING 05 40 00-L2X2X54MIL X 7OD RIGID INSULATION UNDERLAYMENT CONT FASTEN TO EACH STUD WI(1)#12 SMS, TYP ` y architects 06 10 00-518"PLYWOOD TOP OF 05 40 00-EXTERIOR WALL 112: 12 SLOPE FRT,TYP - 1 112" I N ` I PARAPET SHEATHING ( y y ,�\� I �_ �I 'I �.- - - - - - - _ 225'-0" �, �� \� �� _ \\ - �- � ' PER ELEV - � � - - - --- - - - - �! � `ti �� _ _ 721 NW 9TH Ave,\ , —� _ _ - _ - - , - ••\N Suite 50 _ _ _ �7 I i, to 3 M " __ern 1 — — — —�� \\ -- X�\ - »� -� t o o - � Portland, Oregon 97209 \---‘ ; — M "' 1 I 2"MIN J, p-- v - ' T (206) 340 9500 F (206) 340 9519 - • le . o O I I `I n, I J DIM PT "' , li ::1 ■I� I I TYP /I =� C v 4,r- �- \ 2X4- 2X6 ,-. T 0 FRAMINGN I '�'f - I 076200 COUNTER - *5\ i ! - `, _ j r • FLASHING SYSTEM 1 0 -0 I I � 07 62 QO PREFINISHED CIVIL ENGINEER & LANDSCAPE I �� r �',. -� \ 07 24 00 SELF ADHERED I j 2X41 ?X4 v �_ /1 FLASHING ;-5,• Cardno / M nj\ I ■ - ,, MEMBRANE FLASHING / /I 07 62 00 2' 6720 SW Macadam Ave Suite 200, r I 1111111 I' Portland, OR 97219 07 62 00 PREFINISHED I 1-,_ - . I �_ I CONTINUOUS CLEAT FLASHING _ jl �'" T(503)-419-2500 — = \ Ii; 1 /1 _ 07 92 00 SEALANT 3� ' - D7 54 23 THERMOPLASTIC - Q7 TERMINATIONUBAR C° 07 62 00-CONTINUOUS =�f ._ 07 54 23 I —_ STRUCTURAL ENGINEER CLEAT TYP �� I ROOFING ✓) �� 07 62 00 METAL FLASHING 08 43 13 ALUMINUM 08 4313-WINDOW �� _ SEPARATOR Catena Engineers ren- 1 07 54 23 FRAMED STOREFRONT ATTACHMENT ANGLE& g 20 GA, FASCIA I 1 07 54 23 ROOFING 07 52 23-ROOF COVER f FASTENER 1500 NE Irving St, Suite 412 fl7 42 13 PANEL FOAM •_ - =3" `3'- I / MEMBRANE FLASHING BOARD SEPARATOR - / 06 10 00 SHIM Portland, OR 97232 CLOSURE PER MFR, TYP -, /� %; / 07 24 00 SELF ADHERED 06 10 00 BLOCKING T(503)-467-4980 _,- k_ / -- MEMBRANE FLASHING \ / i 06 10 00- 112"PLYWOOD FRT 07 54 23-POLYISO BOARD 07 42 13-MWP C ( • =LT / -- �1 07 92 00 SEALANT AND I� I m .'h i I I=`; 1 �� 07 21 00-RIGID INSULATION INSULATION 1 i / ( � 06 10 00-518"PLYWOOD BACKER ROD `� I p MECHANICAL ELECTRICAL & _ I✓ - iiiri ��° _ .....i -j /- :, I o- �` a FRT, TYP - 40 PLUMBING ENGINEER�,�,;�,.e� - DIM 07 54 23-VAPOR 07 54 23 ROOFING / GIUfT18C r H C'� - mem 07 54 23-VAPOR RETARDER ? 0. 1 TEMPORARY ROOF 07 62 00 METAL FLASHING / 41. 223-8 ♦ MN 1 - - T ,n RETARDER 1 TEMPORARY MEMBRANE FLASHING �� N r' ■; _ - ROOF �., I ■, • , PT 900 SW Fifth Ave., Suite 1600 ' o- \ o I 07 62 00-METAL FLASHING i / l __: i Portland, OR 97204 B 0 PANEL -r _NI - 07 54 23 HOT ROOF TYPE PER ►-- 2X6 2X6 4 l'_:,: I WELD ROOF PLAN ROOF TYPE PER 07 54 23-THERMAL a i` ■ T(503)-227-5280 N • ROOF PLAN BARRIER BOARD % CONTINUOUS CLEAT Q7 62 00 COUNTER - ■ ; . I RT I 07 54 23 HOT V / •. ' \ , -� FLASHING SYSTEM ; - t2X4n �,,,,,, WELD J I �, % - • FOOD SERVICE CONSULTANT • 2X4 412) l / o �r ��' .115_::::, . i 07 24 00-SELF ADHERED -.- / Webb Foodservice Design 2X4 4 •1:: A MEMBRANE FLASHING 3700 SE Lafayette Ct. 07 54 23-ROOFING (I I -./ r• . . Portland OR 97202 MEMBRANE FLASHING i I I j L. —� 318" 11/ 07 54 23-CONTINUOUS / I6 T 503 236-8566 07 54 23-HOT WELD !_ - o G ��- TERMINATION BAR �� -. 1 - ■ 05 40 00 400S137�3 24" ■� _c OC, FASTEN TO OTHER / ■�NIMII • ACOUSTIC &AV CONSULTANT - 4X4 1 , L 07 54 23-4"SEPARATOR �� ilil , STUDS W/(4)#10 SMS, TYP ■��i `` 07 54 23-VAPOR - j ---- �_ 4x4 o o -� �� :ME The Greenbusch Group RETARDER I TEMPORARY -/ ti;,; I ) I - _ • _- -- - �� _:.. _almIN 06 10 00-518"PLYWOOD 07 54 23-THERMOPLASTIC _._.�� , 1900 W. Nickerson St., Suite 201 ROOF -//,„- •:; i 1110- FRT, TYP ROOFING _�. Seattle,WA 98119 0610 Op- 112"PLYWOOD T 206-378-0569 ROOF TYPE PER `-' - a� r I -1 I ■■�- 07 62 00-METAL TRIM - __ n RT ' ■ ' ' - J - - _ _ _ _ - _ -- _ _ _ _ _ _. _ ■— 4X4 r I MEMBRANE FLASHING 07 21 00-RIGID INSULATION lj COST CONSULTANT / -HJ_ 2X4 ,M4 / 07 92 OQ SEALANT AND 07 42 13 METAL WALL Construction Focus lit-) I 'if:, ,_' I BACKER ROD PANELS 7 • - • � '• - -' - �•...•�� 05 4D 00-EXTERIOR WALL 40 Almaden St. I , 41 ',:• / a �► I SOFFIT PER RCP SHEATHING Eugene, OR 97402 �� I 076200-METAL TRIM T 541-686-2031 ,_ I --< \ _ I / _ �/�/� \ 'r // * ` ■■ 074646-FIBER CEMENT �� WINDOW SILL AT ROOFING - /lio / l r nn�ie, c r 2" > ` _. �a�r�on. PER ELEV l 3" = 11-0" II 05 40 00-EXTERIOR WALL \ MI■� - i SHEATHING 05 31 00 NON ROOF DECK / / ! ,__, MND I `\ 05 40 00 VERTICAL CLIP ■ SLB600 @ 24"OC,W/(3)#12 � LQlti�lJ IVfcCQNAC �, 05 31 00 NON COMPOSITE 0512 00-BENT PLATE, r �� I SMS INTO STUD AND(2) _ •case I n 4X4 %" ROOF DECK 0512 00-STRUCTURAL • 1 I COORD WI STRUCT DWGS :_ ■! 0.157"DIA HILTI X-U PAFS • 05 40 DO-6"METAL STUDS STEEL FRAMING, COORD W/ •/ _ 1/4"X CONT ' 1, -I SEM INTO BENT PLATE,TYP • A . - r STRUCT DWGS - BETWEEN COLUMNS 07 62 00 PREFINISHED SEA Ili,WA r 0512 00-STRUCTURAL i i- • ■I • COLIBEAM FLASHING WALL TYPE STEEL FRAMING,COORD WI � I `� WALL TYPE `.-: �� 07 54 23 ROOF / 10" i ' y� / STRUCT DWGS 07 54 23 COATED / PER PLAN +y I - ■�� PER PLAN MEMBRANE FLASHING METAL 0 /2 18 r 05 12 00-STEEL ANGLE, ` ';-; 11E11 ROOF TYPE 07 54 23-SEALANT 07 54 23-CANT TRIP COORD WI STRUCT DWGS WT i' -\- r ■�■■! PER PLAN / f MINIM 07 54 23 THERMOPLASTIC ,k _ R_XX ROOFING 3" ,' - C 0, // I ti� --A PARAPET — COMMONS N WALL ROOF EAVE — COMMONS S WALL I — /1j 14 3" - 1' 1 112" `�\ NOTE: 07 62 00- PREFIN METAL • _____" 1. J - �I FOR COMMON NOTES COPING AND CALLOUTS = r' `� I SEE 1 / A5.51 07 24 00-SELF ADHERED i MEMBRANE FLASHING I\-1 / `C4% 1-31/2" ffit),w..r.di C ( _ \ �. 06 10 Op 1!2"PLYWOOD FRT • FV 06 10 00-SHIM I \ _ - TOP OF I ``�� - _ - - - - � , - Nc PARAPETAih %� ��,v I - r J i- / /// ///' /// / PER ELEV // ` 1 ' 07 92 00 SEALANT - /// _ / C ' Ir M III` 076200-METAL TRIM I 1i -� 1 ■■■■: �� co ! 05 40 00-COLD-FORMED ( SA) I �` • 2 METAL FRAMING ISTUD ` / I I -, I `„ _ DIM PT I_I • IT I ''� --- "�� = I WALL TYPE • 07 46 46-WALL PANEL / 2X6 2X4. -• / mum Y4410,,• 07 62 00 COUNTER lI . ' r_. MIMEO T O FRAMING ``-� 07 14 00-FLUID APPLIED _ PER PLAN 1 ■ `�' ?� 1 D6 10 00 2X BLOCKING FLASHING SYSTEM I ) 1 rYl` :41 _ _ WALL TYPE WATERPROOFING , �- 07 46 46-FIBER CEMEN • T I . r' f �••.- �■ I N 07 62 00- PREFINISHED PER PLAN / .'i ■■ PANELS ,I• - _ ■ 07 24 0Q SELF ADHERED i. ._ Ar..F.1 07 24 00 SELF ADHERED i - • FLASHING ■ 05 12 00 BENT PLATE, �1 , MEMBRANE FLASHING 1 h■!� L� COORD WI STRUCT DWGS MEMBRANE FLASHING �! ice-: _'li■■■■r■ I I■� I I 07 42 13 SU BG I RTS; MIN 16 GA / • / 11■■■fi 07 54 23 CONTINUOUS •I ■■ I : li■■■.■ 1 1 ,� Mat - CLEAT, TYP ;PIN" Q7 42 13 THERMAL SPACER N 1 +s'i • COORD WI STRUCT DWGS TERMINATION BAR I' �!!■I_ •, �[ sr, • I 07 54 23- 07 42 13-METAL FLASHING _ ■■■ - ■■ I - `- ---- ■■■ -7_r Fmi== 07 62 00-METAL TRIM v SEPARATOR / 1 ,. ■■■ + 07 54 23 THERMOPLASTIC ■■■/ - rim= 3 112" ROOFING �, ■■■ 07 42 13 PANEL FOAM -. I LL■ ■� �� _ ;'. �� - - — - - - - - - - - - - - LI�� - - v - -B O PANEL_ ' - .► - - ��R LEVEL I CLOSURE PER MFR,TYP •y; 06 1000-2X BLOCKING / r 07 52 23-ROOF COVER - . - 208'-0" BOARD / e I... -• - - - - r - `_ SOFFIT j 1 !_ I ■ :, I 06 10 QO 1f2"PLYWOOD 07 62 00 COUNTER r 1 _ _�11'.. • FLASHING SYSTEM `- , PER RCP 1\ A\t REVISIONS DATE 07 54 23-POLYISO BOARD I t ■_ •' I:;:- �, 07 21 00-RIGID INSULATION _ 07 24 00-SELF ADHERED 74 INSULATION I,., ■■ • I A MEMBRANE FLASHING 07 62 00-METAL TRIM j. 1 / ' • EN �� 07 54 23-CONTINUOUS 07 46 46 SOFFIT PANEL 075423-VAPOR _ COMMONS CANOPY RAKE ■■ 1 TERMINATION BAR `� �� \1 RETARDER/TEMPORARY _ ■■ ` ■■ Y; I \ 2X6 2X6 \: = ROOF ilii - �� 3" 1'-0,. 07 54 23 1' ! 1H� ,�, `' -_ � - 07 54 23 4"SEPARATOR 07 54 23 SEALANT 05 31 OQ NON COMPOSITE % '.! r ■■■■ ` ROOF SITE ROOFING - - - ■■■■ ''. I -,- 07 54 23-THERMOPLASTIC MEMBRANE I- - f ■■■■ I�•, �n ? 07 54 23-ROOFING MEMBRANE FLASHING 7 54 23 MEMBRANE FLASHING 1 ■■■� >:-: 0512 00-STRUCTURAL ROOFING 07 21 00 BATT INSULATION FLASHING N.:.::I ■■r■■ 1:,' 07 54 23-CONTINUOUS 7 54 23 COATED METAL __ _ .=• E3E3 STEEL FRAMING, COORD WI f- 07 52 23-ROOF COVER / , ■■■■■ I • STRUCT DWGS -. - TERMINATION BAR 05 31 00-DECK / r : ■ ■■ ROOF TYPE PER BOARD - 07 62 00 CONT CLEAT CLOSURE PLATEII ' ■■ r \''._-_ 07 54 23 HOT WELD ( R_)O(� ROOF TYPE PER COL 1 BEAM 7 4 I♦■■ I \• \�_� ROOF PLAN ROOF PLAN 0 5 23 THERMAL BARRIER 07 5423 THERMOPLASTIC ROOFING t / ROOF TYPE PER 07 54 23W�ODT / -----__ -_ ;1,__ \ ‘--1.. -�i I r ,. �' / r: .- O BOARD 5„ ROOF PLAN /X � . 1 . , % ,C ii 1' 10" r- Rxx`l n- :/ � ,-1 I 1 1: , ! J . _ _ / 07 42 13 M WP C N 2x4 �._ - J (11-X)-0 - - _ _ T o ROOF TIGARD TUALATIN SCHOOL DI „ i L _ STRICT - 0- - - !! ■■. , MIMI 07 42 13-SUBGIRTS; MIN 16 ; ; 1 T O STEEL I I ■■■ GA •,; - - 2X6 2X6 - - - ■0 - 1 _ ' ■■■ 07 42 13-THERMAL SPACER ~ ■■ PER STRUCT 3" 114,. 0_ 1111 " TIGARD nom HIGH f 1�i1 I , �`' ■iii ._. I ,,.,•- ,, 7112" )r i ___ n ` 4X4 ■ 072100-RIGID INSULATION r'. �rr rr rr �� / rr �� 1. SCHOOL � 07� - _ _: 1 iii - #- - - "�_,...' I Ir. / ,t 17 , 24 00 FLUID APPLIED AIR :j�2 112"- BARRIER I •',� �■ � - c. 1MODERNIZATION I 05 40 00-EXTERIOR WALL , , - 11111 - J 4X4 r .. SHEATHING I 1 =,-:, ; y�- METAL pFRAMING COLD-FORMED , - f : _ _- / I J - 07 62 00-PAINTED 5116, -" �'' 1 -• ,• / ,• �� i - 07 46 46-SOFFIT VENT STEEL BENT PLATE 9000 SW DURHAM RD. / II " E GUTTER, WELD TO L3 112 X I 1 r iI I / 05 12 00-STEEL BEAM, 3 112 X 114, SEE ELEVATION TIGARp, OR. 97224 _ r. PER PLAN PER PLAN ■■ 1-0COORD W1 STRUCT DWGS 07 46 46-WALL PANEL 7 , 1•,-h=- BOTTOM OF r• �� oi {'; ■■■ /- :,�{ - - � DECK ` r ■■■ JOB N0: 16992.00 07 14 00 FLUID APPLIED 07 92 00 SEALANT ' '7' r+ ,4 7/�` r--\ r .F . -I _ - T0- `:' WATERPROOFING i MN705 40 OD COLD FORMED - , PER STRUCT .`•' 0610 00 BLOCKING METAL FRAMING ISSUE DATE: June 19, 2018 Iv • / l 07 62 00-METAL TRIM - 07 24 -_ -_ I■� 2 112 • 05 40 00 VERTICAL CLIP • 00 SELF ADHERED ■ ,e).," - Jurisdiction Stamp Area / / ��-- PER STRUCT, TYP MEMBRANE FLASHING1/44" _ Y „ /�„ r 07 46 46 SOFFIT PANEL -• "/ • :,�- - _ LJ `" I META05 40 LFRAMING COLD-FORMED 1'-1 112" - � �: ✓ F -MINI Yr // // // / it ri ;i i :. Ligi 71- co I 1 ,1 7 Li!:':• `�\ • �I T O STEEL �- •1 i� WALL TYPE vi rr / r rr ry - - - i11 - - �ti - — -- �- f ■■ • ` / PER STRUCT - J PER PLAN PER PLAN ' •':,4 , • SOFFIT SOFFIT 7, �i r r I _ � ,., . .. tv ,_.[Ni PER RCP PER RCP WALL TYPE 07 24 00-SELF ADHERED 31F" mum 09 22 16-NON-STRUCTURAL METAL FRAMING 05 12 00 STEEL BEAM, WT 7 / -- I VVf PER PLAN MEMBRANE FLASHING - 09 21 16 GWB CEILING BOARD `- . 07 62 00-METAL FLASHING v COORD WI STRUCT DWGS ROOF DETAILS Q6 10 00 BLOCKING 07 92 00 SEALANT AND 2 1/2" 05 40 00 COLD FORMED 05 21 00 STEEL JOIST BACKER ROD D7 92 00 SEALANT AND •f ��' METAL FRAMING 0_ FRAMING-TOP CORD 05 12 00-BENT PLATE, EXTENSION &BEARING SEAT COORD Wl STRUCT DWGS BACKER ROD F•-- 7 PER STRUCT&MFR 6 05 12 00 STEEL ANGLE, 08 43 13-ALUMINUM I 5" 07 46 46-SOFFIT PANEL �.L� 0512 00-STEEL BEAM, COORD WI STRUCT DWGS FRAMED STOREFRONT ,V (11 6COORD W!STRUCT DWGS vJ co F— A5 . 57 E PARAPET — COMMONS E/W WALL MWPgio COMMONS CANOPY 1 WALL 2 iic.,_.,_, .j.; i 3" = 1'-0" 4 COMMONS CANOPY EAVE 1 GUTTER � �) 0 FOR COMMON 07 62 00- PREFIN METAL SH 07 62 00-PREFIN METAL NOTES&CALLOUTS S9.2 COPING I` ` COPING SEE �� fl6 10 00 1I2 PLYWOOD FRT �� 1 ,A--„,..-..„.:„.,::,,:' '::::::. -'"-':'''.'. '''''' L..'' ':'-(''''''''':.:'.'2:''....'.: ''''.:''.: C .'-0:.?:.'':.: ',--..::,...:. :;''....'5!..'.." _ • ='. .i r ! 2O ' / 1FIEVIFYD FRT WI(2) LAYERS 2X6 WI(2) LAYERS 2X6 2' 4' ANCHORED WI(4)318"DIA ANCHORED WI(4)318"DIA 4" 06 10 00-BLOCKING LAG SCREWS @ 48"OC SLOPE LAG SCREWS @ 48"OC c--- 2: _ ‘‘ / 4111101 ,___)' 721 NW 9TH Ave, Suite 350 V ~� T O PARAPET /( /,' T O PARAPETtPortlan r/ I — _ d Oregon on 972D9 MINIM 9 i 1 . J C` 7 4... �2xs~ ril lili , .... _ r- fH -, IMRT (206) 340 9500F 2Xs _ (206) / / PER340 9519 47, / �/� ///� r PER ELEV � - /// �// • //f "L� ELEV � + 1 I -` Iill__... I®■ r cwt = 1 - , / -� 1 ��' rini _L I I N I r 6 M■■■ N ■;J // J .I■. '�' Vf - i • I N, "--- - I "': - _ • - - I ti \\\ -- '' \\\ \ ' I _ '�'TI>< 1 07 24 00 SELF AD I ' -i-- Ull II. . ------ . - �` - - _ — _ —_ _ _ — — — - HERED CIVIL ENGINEER & LANDSCAPE • DIM PT MEMBRANE FLASHING Cardno I j I r ,` - - - - 0 • 06 10 00-112" PLYWOOD FRT D7 24 00 FLUID APPLIED AI 6720 SW Macadam Ave Suite 200 / T O FRAMING R I/ I - \ T O FRAMING i I ,: -� -\ 07 42 13-THERMAL SPACER D7 24 00 SELF ADHERED 07 21 00-RIGID INSULATION BARRIER Portland,OR 97219 I/ I I Ir f ( .; 1 I WALL TYPE MEMBRANE FLASHING T(503)-419 2500 1/ + - - / I+ PER PLAN 06 10 00 112"PLYWOOD 07 24 DO RIGID INSULATION /7/ ,; ,,; / it 1 ; I / 07 42 13-SUBGIRTS; MIN 16 07 54 23 THERMOPLASTIC I I \ \� I r r. • ' \`__ GA ROOFING FRT 07 24 00-EIFS ,: d7 6200 - / I • , �\1 07 62 00 STRUCTURAL ENGINEER 1 I' e- 1 \ CONTINUOUS CLEAT 07 24 00-SELF ADHERED I/ CONTINUOUS CLEAT I / ` + I MWP PER ELEVATION D7 92 00 SEALANT 07 92 00-SEALANT AND Catena Engineers / 1 •t•:; r MEMBRANE FLASHING I/ I i / BACKER ROD 1500 NE Irving St, Suite 412 2X6 Q5 4D DO METAL J CHANNEL 07 62 00-PREFINISHED FLASHING Portland, OR 97232 1 ,-,...7.....4_,,, - 2X6 07 24 00-SELF ADHERED /- n- • - - 07 24 00 SELF ADHERED 07 62 00-PREFINISHED 1 :•:' 1 MEMBRANE FLASHING / ='.-� _. 1 t,' + MEMBRANE FLASHING -- GUTTER BELOW SEE 07 54 23 THERMOPLASTIC FLASHING T(503)-467-4980 F07 42 13 METAL FLASHING ROOFING I' I \1 T ' WRAP OVER TOP OF i 5" /^¢ • \ 06 10 00 112"PLYWOOD -- ,' PARAPET ` r / - / ( 4-- GUTTER BELOW SEE MECHANICAL ELECTRICAL & 07 fit 00 PREFINISHED V � 8 07 54 23-SEALANT �T / t FRT / • _ I _i .... FLASHING \5.5/ 4 PLUMBING ENGINEER � ', 1'-0114" i / .•:"\ ` 'i ''� ! 4 3" -c 3 (k-5.5� Glumac -, ' ., __ f.-. - ,► �_ ' 1 _:r , , 900 SW Fifth Ave., Suite 1600 FIELD VERIFY r �r / Portland, OR 97204 �- , r D5 40 00 2 112"METAL 3/4" N -1 I / / , / r, „ x/ T(503)-227-5280 _ _, I / =•( ;-;'.1 STUD FRAMING PER 314" 314 - f- .� I \ STRUCT // // {J �. 1 ': +'� \ 3" X FOOD SERVICE CONSULTANT 3" I . ``, •r ; ; )( Webb Foodservice Design • :� 1114' • 07 54 23-THERMOPLASTIC - - + " _ g ' -.'\ a754as THERMAL ROOFING �, ,. '. _-;__ - � ROOF - fMP TRANSITION - PLAN ROOF - EFIS TRANSITION - 37�SELafayetteCt. PLAN Po503)-, 6- 97202 ,•-,._ , 06 10 00 112"PLYWOOD ��_', „ _ " -_.- T(503)-236-8566 j�;: � � PLASTIC MEMBRANE � ' /1 a,.,, r -I ROOFING WRAP OVER FRT IE . ` .,-z 3 - 1 D �J 3" = 1'-D„ / 1 1 ; 1 TOP OF PARAPET 0, -I� 1 t _�i FOR COMMON FOR COMMON ACOUSTIC &AV CONSULTANT = --:, ism •.--1 !\ 07 21 00 RIGID INSULATION r ' \ ` WT WALL TYPE NOTES&CALLOUTS NOTES&CALLOUTS W1,-,- 1- .,- The Greenbusch Group + - ,i `� SEE SEE WALL TYPE m1•-- -�'" 1 _ I nail PER PLAN PER PLAN 1 �� 1900 W. Nickerson St.,Suite 201 / I- 1 '1 :'1 _ I 07 24 00 EIFS __; r', I 07 54 23-VAPOR E METAL WALL PANEL 8 8 i, Seattle,WA 98119 07 92 00-SEALANT AND _-I: , T 206-378-0569 ---r r,: -'r RETARDER 1 TEMPORARY / ' _ WI WEEP HOLE 12" / / I -.�1 PER ELEVATION A5.51 A5.58 BACKER ROD _ _ 1% 1 ROOF -��_ J _ '1 �\ - -Ii T / 07 42 13-METAL FLASHING @ I_ 07 54 00 THERMAL { OC MAX _ COST CONSULTANT t \ 1 I W/1/8" DIA WEEP / 05 40 00 EXTERIOR WALL I'` I HOLES 12"OC a "; 1 + j- `� -1 PLASTIC MEMBRANE I j 2��. /;;4-2" SHEATHING �'l�y""= ROOFING WRAP OVER r - @ D7 62 00-METAL FLASHING _ 74OAlmaden Constructiont Focus � ,'. '! �- , ::_i - ,� - - • 200 0 200 0I- I+� '- 740 Almaden St. / / / ._I \ TOP OF PARAPET ��""I7� • j�� :'. �, 07 21 00-BATT INSULATION ,� t- - 'I-'I Eugene, OR 97402 I + I 07 62 00 COUNTER 1 , �'�� 07 4213 METAL FLASHING T541-686 2031 • • ;; 1 =v 1 '. _� 06 10 00 112"PLYWOOD FRT I FLASHING SYSTEM __ 07 82 QO-COUNTER I J' 05 40 00 6"METAL STUDS / _� =i �� ' : \I FLASHING SYSTEM 07 24 00-SELF ADHERED __ / I� ROOF TYPE / 1 ,' I ./ ,I , \ 07 21 00-RIGID INSULATION - _ PER ROOF + I \ / / \ _._ r MEMBRANE FLASHING �/ _ I �,;\ �� / I 07 24 00-SELF ADHERED " PLAN I -t--- t�,,c / ' ` ' MB �� 1 ,1 1 — 0754 23- APOR RETARDER ;:! 2X6 6 NI 1 MEMBRANE FLASHING 07 5 TERMINNATION BAR I/ 1`y T ) l,. TEMPORARY ROOF \1 07 54 23-CONTINUOUS I I 2X6 jpjr McCONAC �R� I 4 �� • TERMINATION BAR a7 54 23 4"SEPARATOR I ense 1 + : ;_.'1 112" 3' 3" i 9" ■■3" ■■■ I I 7.3 •-..______ „f...�..�// 2X6 I 05 40 00 EXTERIOR WALL I iN 07 54 23-4”SEPARATOR 07 54 23-ROOFING �..I -= ` fi- ` _ -r /- SHEATHING n, _ - MEMBRANE FLASHING f` + 07 54 23 ROOFING `' SEA EWA t, / 1' \ °-� 07 21 00 BATT INSULATION MEMBRANE FLASHING ROOF 07 24 00-SELF ADHERED �I% /� / ., 61 z L 2- P MEM r TYPE PER MEMBRANE FLASHING • , 1 J � 1f \ ! I 07 24 00-SELF ADHERED ROOF TYPE ROOF ( ' -i - -l1 I' ,;:-:t___� 07 21 00-BATT INSULATION / /' l j'� • -I ,�- 05 40 00-6"METAL STUDS - \ MEMBRANE FLASHING PER ROOF 06 10 00-112"PLYWOOD _7 • , I - :: , - 11 - —kt. �` 05 40 00-2 112"MET _ \I 0610 00 112"PLYWOOD FRT PLAN PSN FRT I i': 0 12 18 p I 05 40 00 6"METAL STUDS , AL \I \ R-XX 07 54..23.-_HOT WELD I% • • 1 • . 1 / STUD FRAMING PER \ 1 / T 1 __ ___4/ r`:'- / STRUCT I 07 21 00 RIGID INSULATION R XX / 05 40 00 EXTERIOR WALL / 06 10 00- 112"PLYWOOD FRT H - - SHEATHING 1 II . 1 - L,.- • --'�- - _- 4X4 );:•-<:, r \ 075423-VAPOR RETARDER ��- - 1 4 ♦ .. , - - 075400-HOT WELD 2X6 2X6 �`I .I% r- - g r'APORARY ROOF • �� . ---,� I -- /`,_=: � 07 54 23-THERMOPLASTIC 1-4-7".'PJ +' 5112" is 2X6 ''.' ROOF TYPE / .1 / + ROOFING /� f 6112" I': \ / }.� 07 21 00-RIGID INSULATION PER ROOF ' �\ _" 1 -_' / 1 = \ PLAN �, I - k,: ` - f ,^ 06 10 00 112"PLYWOOD / � ROOF TYPE I I • / r': I PER ROOF _ / FRT + l I CRT #� 05 31 00-NON-COMPOSITE C= `. PLAN fly 31 00-NON-COMPOSITE �_ - ® / /./� ', 2X6, 1 .•':': 2X6 .. 'I, • °.� I ROOF DECK ROOF DECK 11 �::f 075400- HOT WELD '4 1 �".'.� - .-. . . 'h. 053100-DECK I -f -T I - ++ _ _ CLOSURE PER STRUCT 05 31 00-DECK /- II ROOF TYPE - - 1 / �-- - 7_ _ i_ - I CLOSURE PER STRUCT / o � I T � 10" 05 12 00 HSS, COORD WI = �F I I PER ROOF I _ _- ,: r1 1 0 \� PLAN --' I 1 ' �:_ I 4' STRUCT DINGS / ,i �_^ 1 4X4 , i - -- f I I 05 12 00-HSS,COORD WI -- .I - _ i I - • I CO r -444 • -1- I STRUCT DINGS I ! 2X6 I/�, I - t I - D7 92 00 SEALANT 1 - AND 072400-EIF i I 1' 2" 6„ I • I .r BACKER ROD / I _ r 4X4 I _-_ -- __ 1• 4X4 1-- '__` - 07 42 13-METAL FLASHING _ 05 12 00-STRUCTURAL I , - - - METAL WALL PANEL STEEL FRAMING, COORD WI 1 1 PER ELEVATION --� STRUCT DWGS 1 4X4 ! ; _ 1 _ 0512 00 STEEL BEAM, / r� - - _.-- : \\ ; ' COORD WI STRUCT DWGS II { -- 1 i 'ii ii // �i1 / // / A. ,y;--.2,47,;,/, iii /iL TOSTEEL 0- 05 31 04 NON COMPOSITE 4X4 f - - 1 i r �!� - - - - T - - ---- - - PER STRUCT ROOF DECK , _ _ -_ _ ._ _ _1 _ _ . 053100-NON-COMPOSITE ROOF RAKE /MWP - COVERED KILN AREA ROOF RAKE IEFIS - COVERED KILN AREA - .- - - - - - -r- __... - ---- ! ROOF DECK G EA V , " (2_, F, _ f " 3 1 -0J 3 - 1 -D •, // \ \ / I 1 0512 00 STEEL PLATE, II COORD WI STRUCT DWGS REVISIONS DATE rr // ii ii /r // ;r .� 05 12 D0-STEEL BEAM L / \; , ■■■=1 VVT WALL TYPE NOTE: COORD WI STRUCT DWGS , �■ PER PLAN FOR COMMON 07 24 00 EIFS NOTES&CALLOUTS _ 12 / A5.51 SEE 07 24 00-RIGID INSULATION �2 PARAPET AT AUX GYM SWALL - c 1 - -0 - 07 24 00 FLUID APPLIED AIR BARRIER " A5-51 OAS51SH PARAPET AT S2 WING GRID S9.2 3" - 1'-0' 3 - ,, - BACKER OD SEALANT AND W/WEEP HOLE @ 12" • OC MAX 4 072400-SELF ADHERED LE - 2112" MEMBRANE FLASHING - - 200'-0" / `i �Q+ 06 10 00- 1/2"PLYWOOD IV 076200-COUNTER , FRT _ FLASHING SYSTEM `- • T l y III \ J 07 24 00-SELF ADHERED liv07 21 00-RIGID INSULATION �-'• J . f MEMBRANE FLASHING rTIGARD TUALATIN SCHOOL DISTRICT 07 54 23 CONTINUOUS FFOR ORSO&AOLNOUTS 6 \�I 1 TERMINATION BAR COL-\I _ 07 54 23 4"SEPARATOR1'-2" SE TIGARD:� HIGH I 07 54 23-ROOFING �' i� / ' AS r _ , MEMBRANE FLASHING ROOF TYPE 7� 6 1/2" 1 112" 5" Is J SCHOOL ROOF PER ROOF I 07 54 23-HOT TYPE PER PLAN I I DS / \' [ WELD E ) R00F R XX I I I I MODERNIZATIOls V1. PLAN �� I 1 : . �' ...- ...__ ` HTOPDF - _ i = ' ROOF I • 1 `- 9000 SW DURHAM RD. 6.,"_, • E r TIGARD, OR. 97224 _,:__\\4-., \ 7r , 5"GUTTER WIDTH I r_ - - �t 'L;IC `� . / \ JOB N0: 16992.00 ,,. RM. -1,i zr MI 11Gif �, ' fit- �� \1 1 ISSUE DATE: June 19, 2018 _ 6 1/2" N ' 1: / FV ni• \- 05 31 00-NON-COMPOSITE .= ` / Jurisdiction Stamp Area I ROOF DECK 05 31 00-NON-COMPOSITE - I -\ -� I c IN ROOF DECK / / I I ,• 05 12 00 BENT PLATE, "�st,� L - _ J \ COORD WI STRUCT DINGS 05 12 00 BENT PLATE, COORD W/STRUCT DWGS I I // r 05 12 00-HSS, COORD WI _ 1 I _ STRUCT DWGS 05 12 00 HSS, COORD W1 / I - STRUCT DWGS • H- 072400-FLUID APPLIED AIR 7 I = BARRIER OVER SELF- 06 10 00-2X BLOCKING • _ ADHERED MEMBRANE AT � - PENETRATION PER MFR,TYP 07 62 00-PREFINISHED - - - ^ � - OCCUR05 12 00 ,HSSSEE STERE FLASHING = ROOF DETAILS _ ! OCCURS, SEE STRUCT a. o 1 10" I w U) c E. 2 i WALL-ROOF TRANSITION RIDGE - COVERED KILN ROOF EAVE 1 GUTTER - COVERED KILN 8A5 . 58 co3„ = 1'-D„ 4 -- 3„ = 1'-0" W 0 BATTEN SPACING BY MFR NOTE. w: FOR COMMONjr / -- . NOTES AND CALLOUTS SEE 8 A5 59 bassett! S " architects I- - /// 1,1", -\"_ \ 08 45 00 ALUM —2X6— '-‘,„N FLASHING PER MFR 721 NW 9TH Ave, Suite 350 \ 08 45 00-WEATHER Portland. Oregon 97209 SEAL T (206) 340 9500 F (206) 340 9519 061000-2X WOOD \ FRAMING MIME ,, \ - 07 54 00-THERMAL PLASTIC CIVIL ENGINEER & LANDSCAPE MEMBRANE ROOFING WRAP OVER TOP OF CURB Cardno 6720 SW Macadam Ave Suite 200. - - DIV 21 - FIRE SPRINKLER Portland, OR 97219 _�� - - - A T(503)-419-2500 / 07 54 23-VAPOR RETARDER 1 TEMPORARY ROOF STRUCTURAL ENGINEER Catena Engineers I I 1500 NE Irving St.. Suite 412 Portland, OR 97232 I I T(503)-467-4980 1 l ' MECHANICAL ELECTRICAL& �� PLUMBING ENGINEER \ �r �\: ROOF TYPE Glumac I 1 - PER PIAN I900 SW Fifth Ave. Suite 1600 ER-XX Portland, OR 97204 T(503)-227-5280 I I L` ' — - • - I FOOD SERVICE CONSULTANT I I Webb Foodservice Design ` ' 4 3700 SE Lafayette Ct. Portland. OR 97202 4X4 T(503)-236-8566 y. — ■■N ACOUSTIC & AV CONSULTANT \, I I N I The Greenbusch Group M:. 1900 W. Nickerson St., Suite 201 ., \ 2X6-1----4.•• I i • Seattle,WA 98119 .- \• \\\ \\\ I \\\ T 206-378-0569 lnI I COST CONSULTANT \ = I I Construction Focus I I i I 1 I E UPPER LEene, OR 97402 - — F- -� - I - - - VE 740 Almaden St. - - 20�' " 541-686 2031 PER SKYLIGHT SCHEDULEjr . _ I K 08 45 00-SANDWICH PANEL _ • �<SO‘V)) ' ROOF SYSTEM , : \ I I C� ,ORHE!I'tdollAC •rose 1 084500-ALUM ' )713 �_� FLASHING PER MFR - - i \ I - 08 45 00-SELF- - _ SEA E,WA ADHERING `_ _ CS� MEMBRANE 1I �� \` 0617 33-WDOD I JOIST 0 I2 18 r R I�WI 0 � I 08 45 SEAL 00 WEATHER r - J =\ - .,. f ----'"---.-.'----1.- :. 41 L.../ X--- 6� - - -- -- 09 22 16-NON-STRUCTURAL . / METAL FRAMING 09 21 16-GWB CEILING j „44111kNOTE: BOARD FOR COMMON PER SKYLIGHT SCHEDULE I-- TRANSLUCENT ROOF - RAKE - WOOD F RAM I N G NOTES AND I'N. 8 CALLOUTS SEE 2 g” = 11-0" 45 00-ALUM :/ 8 I A5.59 _ FFLASH NG PER MFR BATTEN SPACING BY MFR ',//// \ . e NOTE: j09 21 16 EDGE TRIM FOR COMMON / 08 45 OD SELF NOTES AND o 07 5400-THERMAL _ a ADHERING I _ _ az, CALLOUTS SEE PLASTIC MEMBRANE 08 45 00 SANDWICH PANEL 4 + 1 ra MEMBRANE �. 8 / A5.59 `l TOP OF CURB ROOFING WRAP OVER ROOF SYSTEM \ 12 A5 5� — - ��,� 08 45 00-WEATHER - •<...>, ..jr. / SEAL { - + �., 12 06 1000-518"PLYWOOD 2 e 0$45 00 ALUM � \ � �.._ FLASHING PER MFR 2 08 45 00 ALUM I �2X6� `. FRAMING WOOD FLASHING PER MFR �2X6� / \ = \ 08 45 00 WEATHER • Ai /. Qfi 10 00-518"PLYWOOD I - \ � SEAL i ` / 084500-WEATHER 09 21 16 GWB SEAL r -- J - - �: \ \ \ 06 10 00-2X WOOD / O6 10 00 518" PLYWOOD I 06100FRAMING s - _ 06 1000 BLOCKING `� • _ J = \' \ 07 54 00-THERMAL PLASTIC `, a • -lye �_1 1 - - _ ` OVER TOP OF CURB / 09 21 16-EDGE TRIM MEMBRANE ROOFING WRAP / 06 1000-2X WOOD \ •-----.4.......,-- - FRAMING -� - r� �� i` J_ /. -----..--- \\ ... ! A' 09 21 16-GWB \ - �- ___ ~ L DIV 21 -FIRE SPRINKLER - - � • � A- / es 2X6 - 1' -` 07 54 23-VAPOR RETARDER / \ DATE .:.� REVISIONS / _ /TEMPORARY ROOF \ 2X6 \ 44N7 \ 07 54 23-VAPOR RETARDER 07 21 04 BATT INSULATION �� '. / -� �J 1 TEMPORARY ROOF . \ \ :,r 07 54 23 THERMAL PLASTIC - - I I L, ..t MEMBRANE ROOFING WRAP � �- \ / �z I I OVER TOP OF CURB _ - \ \_ / 4 / 07 54 23-VAPOR L Z Z I - ROOF TYPE ♦� RETARDER lTEMPORARY ` \� • I - PER PLAN 1 \• Z_ •--‹• I ROOF -/°° - ,: ROOF TYPE I I 41110 -� • f ROOF TYPE \ PER PLAN - �l, • °O PER PLAN 07 54 00- HOT-WELD I - • • R-XX E 1 R-xx \ , / : ) - - . ... ■■■■■ - I , 1 ,_, _ 1 vir -NI% \ . .. .. , ,.. F-- low• \ Ph __ — L . ■■— I I . 4X4 i� TIGARD TUALATIN SCHOOL DISTRICT / Ti -1 , _ _ 4X4 f._ 4X4 ■■ \ TIGARD HiGH J .- 4 I\ 4X4 -44/1 4X4 i1 ■�■= _•7 ,. • I II -- Ji' . 2XIa '~- - \ / . i__CSCHOOL /� �� _ 4X4 ! �2X6� • 2X6 L4X4_ i:gym:�� - �,. i - - = . - / 4x4 . . I* L " -- �.._., 1 .1 _.__i_- ,/; - ,1/2__I; 4X4 \ . " �.,. : _ _ _ I ��X6� �: . - MODERNIZATION .. . W :;,. .. ' jEVLEVL.t. ,,, In . ., . ‘,,,i...7. 71 - - - - - - - _ - - - -- - - - -- - - - - - - — - - - - - - 208'-Q"., / . i � �, • `C 2X6 9000 SW DURHAM RD. 0 6 1/4" �--•• 2 = 45 31 00 NON COMPOSITE _ '!" TIGARD. OR. 97224 - / ; ROOF DECK 2X6 2X6 JOB N0: 16992 00 ■ _ ;= 5" 1r" ISSUE HATE: June 19 2018 I L' / _ = 06 1000-BLOCKING • , 1 1R" _ 5 �,•• •- / : '1 1@- 5- •r" 1 Jurisdiction Stamp Area 05 12 00-STEEL BEAM: '' COORD W/STRUCT DWGS ''N.-,-- • I ' �� '717r j ' I I I 09 22 16-NON-STRUCTURAL - f ,. METAL FRAMING - L-461 .; ►�►� - ROOF DETAILS \\\. \ -____ 09 21 16-GWB CEILING - \\_;., 06 17 33-WOOD I JOIST BOARD ,* a_ -- sy 09 22 16-NON-STRUCTURAL COw in METAL FRAMING vJ 09 21 16-GWB CEILING \ '__- r~ BOARD (..a O 1_l._ -- _ _ A5 . 59 _ _ TRANSLUCENT ROOF - EAVE & RIDGE - METAL DECK TRANSLUCENT RODE RAKE METAL DECK w TRANSLUCENT ROOF EAVE & EIDGE WOOD FRAMING 8(16) 3. . 1.-0., 3. . .1.4). . 4 w