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Plans (11) S1T2018 - 00006 bassett/ I architects .1. I G A R D H I G H S C H 0 0 L 721 NW 9TH Ave, Suite 350 ECE� ED Portland, Oregon 97209 MAR 2 9 2018 T (206) 340 9500 F (206) 340 9519 allays . CITY OF TIGARD BUILDING DIVISION M C)4 D E R 1\1 I Z A 1.1. I 0 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 SITE WORK BUILDING 900 SW Fifth Ave., Suite 1600 _,__ Portland, OR 97204 T(503)-227-52$0 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 OFFICE COPY - - _____,:71 - , i.:=___,____.=__:„_._.____________„L____________::_._____:==__.___=___i:::, ,!_. . ,.."—,--:____Hi ._ OFFICE COPY ...--'---- .1 hillS Ill _z--;----1 -411 . • aTill4AATI N_Giu .____, ....„]__......1 __ . _____,_____ .. — ------- — ' i r.il ,,,:.,IIS -- = `__- — .. . ,.... .71.E__ ..":„.._-----._.._____ ------__::: _______________------------ . . .,. ,, , :yi -0 " In till r, _ ,,--. 1, i : • I, . , 1 , Iillk I IL ..... _ ....:.„, 241, . ,, .1 „ - —- — 11111 =��....• 4!.....,:, - - - - — - f-- --J -----1----- ---------_-------:------ I - — I Fit - 1 - . . liii-7_____LI [----i—it , , ,i_. _ i i:, : \ / _______:„.....________ ''. 1 __.=•-•- -;- ,_ ��N::::_____:::____ AREVISIONS DATE �_��-..__. 1 , Yom.. III - �-�.-_-----„H" _= _ lia -_ _ .___ ....--. 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TIGARD H iiiimmi J 1 1 I 1 1 �� i� _` .■:111101� �� SCHOOL _ ____ = MODERNIZATION ..........„_____._____ _____ 9000 SW DURHAM RD. jC TIGARD, OR. 97224 COPY H JOB NO: 16992.00 ��ZrCiA�D ISSUE DATE: MARCH 28,2018 ITOFyF R CODE COMPLIANCB �/ Approvedi 12 Jurisdiction Stamp Area OTC; I WPermit #• E ..��Address: .S� j C? LORYE McCJNAC Suite # Gf,` ` •ea " 91 aF By: `rrDdtC: ^ Z a ' 1 • SEA E,WA • ❑ 0 41 0 / 18 City -1 of Tigard gyros+o off. CO COVER SHEET Q To Schedule On�9 4175 o initial inspection: Call (503 CKPrior to footing inSt on:n N D Priorrrto finial building ldiinngtnspect1«i CITY OF TIGARD ZS Approved by Planning OD - Date: 312ag1�b (NI Initials: N cY) V) ABBREVIATIONS VICINITY MAP SHEET INDEX bassetti -I architects LIST OF ARCHITECTURAL ABBREVIATIONS I COVER&CODE SHEETS SW SETTLER ST '� • G0.00 COVER SHEET ACC AMBULATORY ACCESSIBLE TOILET COMPARTMENT MAX MAXIMUM G0.01 PROJECT INFORMATION ACP ACOUSTICAL CEILING PANEL MDF MEDIUM DENSITY FIBERBOARD j 721 NW 9TH Ave, Suite 350 ACT ACOUSTICAL CEILING TILE MDO MEDIUM DENSITY OVERLAY ) COVER&CODE SHEETS AFF ABOVE FINISH FLOOR MFR MANUFACTURER r / 1 Portland, Oregon 97209 ALUM ALUMINUM MIR MIRROR o G1.10 ARCHITECTURAL SITE PLAN > T (206) 340 9500 F (206) 340 9519 APPROX APPROXIMATE MISC MISCELLANEOUS 7o CO o G1.11 FOUNDATION AND UNDERSLAB DRAIN PLAN AVE AVENUE MMA METHYL METHACRYLATE Luo J a G1.12 SITE DETAILS AVG AVERAGE MO MASONRY OPENING Q o , s� z N G2.10 CODE&AREA ANALYSIS AWP ACOUSTICAL STRETCHED FABRIC WALL PANEL MET METAL o' �� j G2 .13 EXITING/EGRESS& FIRE RATING PLAN-LOWER BCT BABY CHANGING TABLE SURFACE MOUNTED NA NOT APPLICABLE co a) 9 y Q c' c.) LEVEL CIVIL ENGINEER & LANDSCAPE BLDG BUILDING NIC NOT IN CONTRACT g 9G\ _ M1 BOT BOTTOM NR NON RATED t{` - PROJECT SITE G2.14 EXITINGIEGRESS&FIRE RATING PLAN-MAIN Cardno C AMERICAN STANDARD CHANNEL NTS NOT TO SCALE c" LEVEL 6720 SW Macadam Ave Suite 200. CPT CARPET OC ON CENTER g G2.15 EXITING/EGRESS&FIRE RATING PLAN-UPPER Portland, OR 97219 CG CORNER GUARD OD OUTSIDE DIAMETER LEVEL T(503)-419-2500 CJ CONTROL JOINT OPNG OPENING -_,7_11G3.10 PHASE I SITE PLAN CL CENTER LINE OPP OPPOSITE SW DURHAM RD �� G3.13 PHASE I-EXITING 1 EGRESS& FIRE RATING PLAN STRUCTURAL ENGINEER CMU CONCRETE MASONRY UNIT OZ OUNCE __ �� -LOWER LEVEL Catena Engineers COL COLUMN P PAINT E iir j Opti G3.14 PHASE I-EXITING 1 EGRESS& FIRE RATING PLAN 1500 NE Irving St., Suite 412 CONC CONCRETE PERP PERPENDICULAR LLI > I Q O MAIN LEVEL Portland, OR 97232 92 CT CERAMIC TILE PL PLATE ar - a I F- J �� G3.15 PHASE I-EXITING 1 EGRESS& FIRE RATING PLAN T(503)-467-4960 DEPT DEPARTMENT PLAM PLASTIC LAMINATE z , I to /,\44R - UPPER LEVEL DF DRINKING FOUNTAIN PLYWD PLYWOOD rn m Q DIA DIAMETER PNL PANEL I cep co u, G4.10 PHASE II-SITE PLAN MECHANICAL ELECTRICAL & DIM DIMENSION PTD PAPER TOWEL DISPENSER WI WAST RECEPTACLE "' JG4.13 PHASE II-EXITING 1 EGRESS&FIRE RATING PLAN PLUMBING ENGINEER DIM PT DIMENSION POINT PSF POUNDS PER SQUARE FOOT . LOWER LEVEL Glumac DN DOWN PSI POUNDS PER SQUARE INCH G4.14 PHASE II-EXITING 1 EGRESS&FIRE RATING PLAN 900 SW Fifth Ave., Suite 1600 DR DOOR RAF RESILIENT ATHLETIC FLOORING �lllll SW WAVERLY DR MAIN LEVEL Portland, OR 97204 DW DISHWASHER RCP REFLECTED CEILING PLAN G4.15 PHASE II EXITING 1 EGRESS&FIRE RATING PLAN T(503) 227-5280 DWG DRAWING REBAR REINFORCING BAR UPPER LEVEL ,4i/ EA EACH RM ROOMcr FOOD SERVICE CONSULTANT EL ELEVATION RO ROUGH OPENING w SURVEY Webb Foodservice Desi n ELEC ELEC ROW RIGHT OF WAY L g 1 OF 2 TOPO ELEV ELEVATOR SCHED SCHEDULE w 3700 SE Lafayette Ct. EM ENTRANCE MAT SD SOAP DISPENSER z / 2 OF 2 TOPO Portland. OR 97202 EQUIP EQUIPMENT SF SQUARE FEET p ell'sQ� T(503)-236-8566 EXIST EXISTING SHTG SHEATHING N CIVIL SHEETS EXT EXTERIOR SIM SIMILAR u. \�C' C0.00 GENERAL NOTES ACOUSTIC & AV CONSULTANT FA FIRE ALARM SN SANITARY NAPKIN 'e' C1f/ r) ,00 EXISTING CONDITIONS FD FLOOR DRAIN SPEC SPECIFICATIONS o f The Greenbusch Group FE FIRE EXTINGUISHER SST STAINLESS STEEL �' / C1.01 DEMOLITION PLAN 1900 W. Nickerson St., Suite 201 FEC FIRE EXTINGUISHER CABINET STC SOUND TRANSMISSION CLASS C2.00 SITE PLAN Seattle. WA 98119 FIO FURNISHED AND INSTALLED BY OWNER STD STANDARD C2.01 SITE PLAN-ENLARGEMENTS T 206-378-0569 FOF FACE OF FINISH SUSP SUSPENDED C3.00 GRADING PLAN FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR T&G TONGUE AND GROOVE C3.01 GRADING PLAN ENLARGEMENTS COST CONSULTANT FOM FACE OF MASONRY TLT TOILET FOS FACE OF STUDS TOC TOP OF CURB 1 TOP OF CONCRETE C4.00 STORM PLAN WEST Construction Focus FRWC FIBER REINFORCED WALL COVERING TPD TOILET PAPER DISPENSER C4.01 STORM PLAN EAST 740 Almaden St. FSP FIXED SOUND ABSORPTIVE PANELS TSCD TOILET SEAT COVER DISPENSER C4.02 STORM PLAN ENLARGEMENTS Eugene, OR 97402 FTG FOOTING TINS TACKABLE WALL SURFACE C4.10 SANITARY AND WATER PLAN WEST T 541-686-2031 GA GAUGE TYP TYPICAL C4.11 SANITARY AND WATER PLAN EAST GC GENERAL CONTRACTOR UL UNDERWRITERS LABORATORIES GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE C4.12 SANITARY AND WATER PLAN ENLARGEMENTS GYP GYPSUM UR URINAL C5.00 SITE DETAILS HDWD HARDWOOD VERT VERTICAL C5.01 SITE DETAILS HM HOLLOW METAL VOL VOLUME 05.02 SITE DETAILS HORIZ HORIZONTAL WAC WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT C5.03 SITE DETAILS ID INSIDE DIAMETER W/O WITHOUT IN INCHES WAF WOOD ATHLETIC FLOORING C5.04 SITE DETAILS INT INTERIOR WC-MB WALL COVERING MARKERBOARD 05.10 STORM DETAILS JT JOINT WD WOOD C5.11 STORM DETAILS L LENGTH/ANGLE (AS STRUCTURAL SHAPE) WDW WINDOW C5.12 STORM DETAILS LB POUND WT WEIGHT C5.13 STORM DETAILS LF LINEAR FOOT C5.14 STORM DETAILS LINO LINOLEUM C5.20 SANITARY DETAILS LSD LIQUID SOAP DISPENSER LWD LINEAL WOOD CEILING C5.21 SANITARY DETAILS 05.30 WATER DETAILS C6.00 FIRE SERVICE&ACCESS PLAN C7.00 PUBLIC IMPROVEMENTS PLAN C7.01 PUBLIC IMPROVEMENTS STREET SECTIONS LANDSCAPE SHEETS L1.00 TREE PRESERVATION& REMOVAL PLAN NORTH GRAPHIC SYMBOLS PROJECT DATA GENERAL NOTES L1.01 TREE PRESERVATION & REMOVAL PLAN SOUTH L1.02 TREE PRESERVATION&REMOVAL DATA L3.00 LANDSCAPE PLANTING PLAN NW PROJECT ADDRESS: TIGARD HIGH SCHOOL L3.01 LANDSCAPE PLANTING PLAN SW 9000 SW DURHAM RD. 1. VERIFY AND COORDINATE SITE CONDITIONS, EXISTING BUILDING CONDITIONS,AND DIMENSIONS. BUILDING ELEVATION ROOM NAME TIGARD, OR, 97224 BRING INCONSISTENCIES TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK, L3.02 LANDSCAPE PLANTING PLAN NE&COURTYARD ROOM NAME L3.03 LANDSCAPE PLANT LEGEND Elevation ID OWNER TIGARD-TUALATIN SCHOOL DISTRICT 2. IMMEDIATELY BRING INCONSISTENCIES. ERRORS AND OMISSIONS FOUND IN THE DRAWINGS AND L3.04 LANDSCAPE DETAILS& NOTES / 1219 i 6960 S.W. SANDBURG ST SPECIFICATIONS TO ATTENTION OF ARCHITECT. L4.00 TREE CANOPY PLAN A101 ` Room Number TIGARD. OR 97223 L4.01 TREE CANOPY PARKING LOT PLAN ''` Sheet Number CONTACT: CATHY KRAUS(503)913 3777 3. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. L4.02 TREE CANOPY DATA ARCHITECT OF RECORD BASSETTI ARCHITECTS L5.00 TREE SOIL VOLUME PLAN 721 NW 9TH AVE.,#350 4.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE AND NOMINAL FACE OF MASONRY, L5.01 TREE SOIL VOLUME DATA BUILDING SECTION SCHEDULE INDICATOR PORTLAND, OR 97209 AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. L -Louver CONTACT: CAROLINE LEMAY(503)224 9162 EROSION AND SEDIMENT CONTROL PLANS Section ID O SF Storefront 5.WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN W 1 TAX PARCEL N0: 2S114AA00100 NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. ESC0.0 EROSION AND SEDIMENT CONTROL COVER W-Window SHEET Mr FP- Fiberglass Sandwich Panel ESC0.1 EROSION AND SEDIMENT CONTROL NOTES Sheet Number SITE AREA: 43.2 Acres 6. COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWINGS AND SPECIFICATIONS: INCLUDING MECHANICAL, ELECTRICAL, EQUIPMENT AND OTHER CONSTRUCTION. ESC0.2 CONSTRUCTION PHASING PLAN (P2) RESTORATION KEY NOTE LEGAL DESCRIPTION: SECTION 11, TOWNSHIP 2 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN ESC1.0 CLEARING, DEMOLITION AND MASS GRADING WALL SECTION 7. FOLLOW MANUFACTURER'S INSTRUCTIONS. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ESC PLAN-NORTHWEST ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES; ESC1.1 CLEARING, DEMOLITION AND MASS GRADING ORDINANCES AND REGULATIONS, ESC PLAN-SOUTH • - Section ID MATCH LINE ESC1.2 CLEARING. DEMOLITION AND MASS GRADING 1 8. PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED ESC PLAN-EAST A4.11 ITEMS. ESC2.0 GRADING. STREET,AND UTILITY CONSTRUCTION Sheet Number Location of Adjacent Drawing ESC PLAN-NORTHWEST JURISDICTION: CITY OF TIGARD 9. PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". /t\t FIRE DISTRICT: TUALATIN VALLEY FIRE&RESCUE ESC2 1 GRADING, STREET,AND UTILITY CONSTRUCTION REVISIONS DATE DETAIL REFERENCE SEWER DISTRICT: TIGARD SEWER 10. INSTALL OUTLETS, SWITCHES AND OTHER RECESSED ITEMS AT FIRE RATED WALLS IN ESC PLAN-SOUTH WATER DISTRICT: TIGARD WATER ACCORDANCE WITH I.B.C. ESC2.2 GRADING, STREET,AND UTILITY CONSTRUCTION • Detail ID DOOR NUMBER ESC PLAN EAST 3 CODES: CITY OF TIGARD MUNICIPAL CODE 11. INSTALL GYPSUM BOARD, OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS N A9.04 2014 OREGON STRUCTURAL SPECIALTY CODE(QSSC)* INDICATED, ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OF r 2014 OREGON PLUMBING SPECIALTY CODE(ORSC) FLOOR OR ROOF DECK, UNLESS NOTED OTHERWISE. Sheet Number 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) N2 N 1 -� 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 12.ATTACH PIPING IN SOUND RATED WALLS WITH VIBRATION ISOLATORS. ISOLATE PIPING IN ELECTRICAL SHEETS OR 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) CONTACT WITH CONSTRUCTION. E1.00 ELECTRICAL SITE PLAN 1 2014 OREGON FIRE CODE (OFC) E1.01 ELECTRICAL SITE PHOTOMETRIC PLAN _1 A101 / ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 13. MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL TEMPERATURE SENSORS AT HEIGHTS S El 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE (OSISC) PER SPECIFICATIONS VERIFY SWITCH. OUTLET AND OTHER DEVICE HEIGHTS TO CLEAR rt-1 CASEWORK, RADIATORS AND WALL MOUNTED ITEMS, INCLUDING BACK SPLASHES. E2, RECITE NUMBER • PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE 14. ISOLATE AND OFFSET OUTLETS ONE STUD SPACE MINIMUM AT SOUND RATED WALLS TO L . J PREVENT SOUND TRANSMISSION. R241 2 OCCUPANCY: GROUP E S2 i 15. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL, TYPE OF CONSTRUCTION: PROPOSED : TYPE II-B&TYPE V-A ELECTRICAL AND OTHER EQUIPMENT WITH RELATED SUB-CONTRACTORS,AND SHOP DRAWINGS EXISTING TYPE II-B&TYPE V-1 HR BUILDINGS EXISTING-TO-REMAIN APPROVED BY THE ARCHITECT, BEFORE PROCEEDING WITH THE WORK. FULLY SPRINKLERED AND FIRE ALARMS 16. VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS. CURBS. TIGARD TUALATIN SCHOOL DISTRICT INTERIOR ELEVATION CASEWORK INDICATOR BASES, POWER, WATER AND DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE Elevation ID 1A" PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING& FASTENING IN TIGARD I-I I G H ACCORDANCE WITH CODE REQUIREMENTS. 17. COORDINATE EXACT LOCATION OF CONDUIT, PLUMBING AND PIPING WITH ELECTRICAL AND SF-KDJL 1D A101 1B MECHANICAL SUBCONTRACTORS. • Sheet Number 18. EXIT DOORS: OPERABLE FROM INSIDE BUILDING WITHOUT USE OF KEY OR SPECIAL 1C KNOWLEDGE OR EFFORT. [Vi O D E R N I ZAT I O N 211H 19, EXIT SIGN LETTERS: SIX INCHES HIGH MINUMUM. CONFORM WITH APPLICABLE CODES. GRID LINES N NORTH ARROW 20. FINISHES: 1N FINISHED INTERIOR AREAS: NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS. ETC. UNLESS NOTED OTHERWISE, CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCTION UNLESS �, NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF 9000 SW DURHAM RD. AFOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINISHED CONSTRUCTION OF THE TIGARD, OR. 97224 A - '. CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE& INSTALL FURRED&FINISHED F- ./°_k__) HORIZONTAL&VERTICAL CHASES TO MATCH ADJACENT FINISH TO CONCEAL WORK, COORDINATE JOB NO: 16992.00 WITH ARCHITECT. ISSUE DATE MARCH 28 , 2018 21. OFFSET AND ADJUST FRAMING TO MAKE FINISHED SURFACES FLUSH AND TRUE TO LINE. �/ PARTITION INDICATOR EXIT SIGNy. Jurisdiction Stamp Area 22, PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. CL. 23 FIRE EXTINGUISHER CABINETS, EXIT SIGNS, FIRE ALARM AND FIRE PROTECTION SYSTEM CL. .t� ~tom COMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH KING COUNTY FIRE DEPARTMENT AND y A31 Partition Type OTHER REGULATORY REQUIREMENTS. C. LARNE NreCONACH trl rose 5691 FLOOR BOX 24. PROVIDE AND INSTALL FIRE-RESISTIVE JOINT SYSTEMS, FIRE BLOCKS, DRAFT STOPS.AND Z ' , • FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C. SEA E,WA A0 METAL 25. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEM SHELVING THROUGHOUT, IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. ..J 0 / 8 26. SPRINKLER SYSTEM TO BE APPROVED BY CITY OF TIGARD FIRE DEPARTMENT AND OTHER D REGULATORY AGENCIES PRIOR TO INSTALLATION. OBTAIN ARCHITECTS APPROVAL OF FIRE CO PROJECT PROTECTION DRAWINGS PRIOR TO SUBMITTAL FOR FIRE DEPARTMENT REVIEW. 27. RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES. INFORMATION d. DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE SURFACES. EtN N 28. PROVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY O CONSTRUCTION DOCUMENTS AND CITY OF TIGARD FIRE DEPARTMENT ori 00 29. COORDINATE INSTALLATION OF FIRE PROTECTION SYSTEM WITH ARCHITECTURAL, r STRUCTURAL, MECHANICAL, PLUMBING. ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT cNi AS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. W GO . O1 co N 30. CORNER GUARDS ARE SHOWN ON FINISH PLANS, A-10 SERIES, co .�.. 31. ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED THROUGH OREGON STATE. CO 0 SW SETTLER ST i m ) JJJ///+I J i 1 w o . bassetti/ tpW N • architects cp p ` < 7 BUS STOPS "' () -',i& (PUBLIC TRANSPORTATION) Tigard High School Land Use Summary co- 721 NW 9TH Ave, suite 350 SW DURHAM RD Parcel ID 2S114AA00100 Minimum Lot Dimensions i �o Portland, Oregon 97209 Location Tigard OR Width 50 feet ty fie, Jurisdiction City of Tigard Depth None w . ' 0 r : Area 43.2 Acres (approximate) Frontage 50 feet o : � ee-�o CIVIL ENGINEER & LANDSCAPE Comprehensive Plan Designation Public Institution (P1) Minimum Setbacks z ' � 7.f Cardno 6720 SW Macadam Ave Suite 200, Current Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet () I ,, 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 /SWWAVERLYDR STRUCTURAL ENGINEER Maximum Lot Size None Parking/Circulation Area Setbacks 10 feet • Catena Engineers o Maximum Lot Coverage None Maximum Building Height 30 feetcc 1 1500 NE Irving St., Suite 412 i fr Portland, OR 97232 w T(503)-467-4980 co LL / MECHANICAL ELECTRICAL & 1/ z o <�� PLUMBING ENGINEER U �' `� N Glumac w �QO STOPSa �' 900 SW Fifth Ave., Suite 1600 �Q'�o , r/ a, Portland, OR 97204 coCO � �. T(503)-227-5280 w FOOD SERVICE CONSULTANT erg DURHAM ROAD Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 Z T(503)-236-856 6 CC f #+ f I • PROPERTY BOUNDARY ACOUSTIC & AV V CONS U LTANT PROPERTY BOUNDARY -;� - � _ _ _._ —_.- -_ - - � _ _ .. .„_ . . _ ..._ . .. � _ — _ — . . . - . . .\______ . — -_ r - — -- —-- — - —-- — - - - - - -- - _ . _ - - --__ - - _ _ _ .�_- _ _ _ . ___ BUILDINGS LEGEND TheGreenbuschGroup------- --- ----- - - 1900 W. Nickerson St., Suite 201 . . .cl ' N •.» Seattle, WA 98119 \ r ti' � v/. - - � f - - , EXISTING BUILDING T 206-378-0569 • _ONTSETBACK NE " I 1 .... _ COST CONSULTANT i W C. Construction Focus • NEW BUILDING _�� CO II s 740 Almaden St. \,t.. 1 --1- o >- ' \ 11• • Eugene, OR 97402 f + ••.- $ ••• EXISTING EAST PARKING AREA T 541-686-2031 } I NEW BUS DROP-OFF w y�, ACCESSIBLE EGRESS •• "++. • — •• •••••. MAIN ENTR c O `• •� Y sG� } -- - •` ••r'• 'w•r •r.r••.r•w•.•.•. ..•r.••.•..r•••..rr••w••........••.r•�\ aa{ -•• w+.+ •+•ter+ O' '� •• 7 - • . .r ACCESSIBLE ROUTE _ • r . _- . ..+.121.....'•......• X20 MIN . SETBACK : 13' �o�' • -A ,• r, - . ,..... • 295sel -)_.. . ,, ,_., ._ . . ,-- + �' � 2\ • _ .. REFER CIVIL AND LANDSCAPING PLANS FOR ilte ADMIN &CLASSROOMS EXISTING CLASSROOM , I._� ( : 2 STORIES • '� BUILDING . } "r--- EMERGENCY GRADING PLANS cc ____.1_ < TYPE II-B l t STORY \ • GENERATOR PLANTING PLAN WITH AUTOMATIC SPRINKLERS ' TYPE V-N » EXISTING COVERAGE CALCULATIONS Z x 1Amor ' PARKING FOR CARS AND BICYCLES 0 —_.__-.- ._ _ ; WITH AUTOMATIC i .•.# �. PERFORMING ARTS o ¢1- • . A, S'=INKLERS • ••' STORM WATER DRAINAGE BUILDING III , mf- • ----..___ _ .____-- -_._-___ • \•. PEDESTRIAN CIRCULATION W —__ • cc ---(6� •' •'•9• , (NOT IN SCOPE) It/ ! ZO4... -- {': • •�•.. r \,. -- LAND USE FILES: d ' u — • +• r-� — G D ' •\ PDR 2017-00003 LL.I : NEW KITCHEN •.•'� 40 ,* ° CUP 2017-00006 ' EXISTING BUILDIN UN E- - LOADING ,' RENOVATION ADJ 2017-00020 — :•• DOCK .- \ �,' ' T STORY a • • ,` ADJ 2018 00003 Z + '� LL 1 ._ +.. WITH AUTOMATIC •\�j ADJ 2018 00004 r•wrw•r rr•.•r••r.••w•ww•••.•r ••.e. ...• " • Q SP - S --- , SPRINKLERS 1 STORY `� 1 �,-: COMMONS Z NEW WEST PARKING AREA •• - • k•• N TYPE II-B --._ { , ` . I •° WITH AUTOMATIC SPRINKLERS EXISTING CLASSROs ,•' » I • ..:z •. = ,1 2 �' . BUILDING tE 194' 0" a. TYPE IRI(1 HR) ' ...__-__1_11-11 � r• EXISTIN �\ , ';_SPRIN U • �'. tok_ AUTOMAT' k Air . _ - •. 1 STOR 11 4 i • _ � ; TYPE it 1H ., .- .:. / � ,. .,«w. '(NO WO \ • '`. • . - - —- __ - -- S• T_- / EW - \ �' WITH AUTOMATIC SPRINKLERS -_ _ _ - - _ _ :• COURTYARD • • •• -. ... _. • N OPENTOSKYI • — \V ` V % (j� EXISTING SCHOOL LOADING i DOCK ---- : \ is ' - • \ 194\ , �.r: - l • \ - O �� + ` ...-.... '.41‘ ` .._rte - \'1 4.00 l \•9Z'a, ` �� . '. O r . .. . _' `�• \\'NN \:)—.. �` :. EXISTING SCIENCE LA - - •. _ - -_ . ...+• , \ 187.0 BUILDING •• • 2 STORIES , i '* REVISIONS DATE .•., 187.00 `' 187.00 TYPE V-N -'. , ; » 187.00 WITH AUTOMAT! I. NEW AUXILIARY GYM I. 1 STORY 187.40 / SPRINKLERS ... . `, s , + -- • `• TYPE it-B Y - / \ • • ------ 187.00 \ • '• WITH AUTOMATIC SPRINKLERS ,. `• T TICI K� (NO RK) • _y_;i < { % �. NEW ATHLETIC `• ti — • \ �;,. \ 87.00 - • 1 • 1 • NEW TECH. • )----,f •"� •• •r SHOPS `�• •; >- ` . ••• \ 4 > 2 STORIES »• • NEW FIRE LANE •, 186'-6 51256" •. • .- �_ _Y :-..- -r ,?.... . .... •• `� ♦ • / : 141 ' .•...••wr••.r• •••• • 1 .•' • w • GATED ACCESS TO J )(I • • �• r •.•' �\\� • ." °• COURTYARD AT GRADE ,�,• , .T Q�� / s LEVEL /- •! i ••• •" o Q�0 /' • TIGARD TUALATIN SCHOOL DISTRICT 4.. ...' Yr / �,� ,. (sem WALKWAY •,• /••• S •. CONNECTION AT UPPER I FUTURE CONCESSIONS& •,• �•• 186'-6 5!256" QS ��. �.�. . / # �• LEVEL TIGARD HIGH �___._.__-� RESTROOM BUILDING '.� •,•' ,• {{ i ••'•�. EXISTING . 1, Q'•# t••• V EXISTING PORTABLE STRUCTURES I •, AUTO SHOP \» •• (NO SCOPE) SCHOOL �� j +• 1 STORY �� `• •• 1 STORY H • �•; V `• INTERIOR RENOVATION, , . , / ' (DEEMED)TYPE II-B , v. • WI\ — •,• MODERNIZATION � . �f `•, WITH AUTOMATIC SPRINKLERS ,/' \ �_ •••+ \\\\/,- / j ••. -- , �� '.' �� ••`•, �� '" I 9000 SW DURHAM RD. �;. �• • • i %� TIGARD, OR. 97224 EXISTING ` .� �,. • • a. ; / FOOTBALL FIELD .• . �' / JOB NO: 16992.00 » ...•' • ' ; j' / 2 ISSUE DATE: MARCH 28 ,2018 • •I. w.•.•�NE ' ' Jurisdiction Stamp Area 568 • ' •'r 0 ' • I CD IL0RNEfcC9C l . •I • 7 I L • . / / SEA E,WA • I p o • liA, CI ,'N •• , �� I ---. . - - /, :11 . 07 / 18 : \ I m ARCHITECTURAL SITE PLAN Nill' -1- . 0 1: o ' 1 co N TRUE ZONING & CODE SITE PLAN 0 20 ' 40 ' 80 ' a, NORTH in G1 . 1 0 Lo CN1ID1" 7- 40'-0" '. H U) bassetti architects DURHAM ROAD 721 NW 9TH Ave, Suite 350 PROPERTY BOUNDARY PROPERTY BOUNDARY P , ---- .... -_-.--- -- -- --- ------ ---- --__..._...__—.. __.._. _ ..._._.__ .� .._ _ —_ ----- -- --.__ _—_- -_ __-_.__ .-- - ---- - - - - -- - - ---- - --- -- - - . ...._ _ - --'- - - -__.. , - --- -- - _.. _--� _ . _ .. - _ _.... _ ._.... _ — __ ---- - _ ...._.._-- - _ - --- - - - - - -- — - - — - - _ _ ____ - - _____ _ _ -- - ____ _ ___- .. ..__- - _ -__ .. _--- _ _ —_- - . T ( 0o(rtlan)d) 340Oregon9500 97209 F ( 0 ) 3409519 FRoNTSETBACKLINE CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW{ Portland. OR 97218 Ave Suite 200, T(503)-419-2500 NEW BUS DROP-OFF EXISTING EAST PARKING AREA �� . - . -- - I . - 4M , - 1•10 .. .M- • r . 41 •• . 1 • . . •• . . . MAIN ENTRY ----- FD CONNECTION STRUCTURAL ENGINEER 192.50 Catena Engineers 191.00 1500 NE Irving St., Suite 412 191.58 T____ ___ , OR 97232 :i • MECHANICAL ELECTRICAL & . .. PLUMBING ENGINEER Glumac a 192.50 • SWAve., o I : c.\41- 5Q EXISTING Poo and,FOR 97204 Suite 1640 D Q I PERFORMING ARTS T(503)-227-5280 P3 m •• BUILDING FOOD SERVICE CONSULTANT o o I 1x1.42 s—� _ (NOT IN SCOPE) Webb Foodservice Design cc w I - _ r 3700 SE Lafayette Ct. a ' i-- W 0 r T(503)-236-8566 -.- FD CONNECTION Portland. 97202 p Z ACOUSTIC & AV CONSULTANT W 192.50 The Greenbusch Group Q1900 W. Nickerson St., Suite 201 Seattle,WA 98119 0 T 206-378-0569 Z NEW WEST PARKING AREA - •-•- N COST CONSULTANT =4 Construction Focus t• '' 194'-0" 740 Almaden St -� Eugene, OR 97402 f = T 541-686-2031 • 496.00 w 192.51' : �► • 492.50 �� -\�' \ • FD CONNECTION �. EXISTING SCHOOL LOADING — • DOCK — - — 4.94 ��<c;0) '�°� • GO • • 192.50 1 f . .......... . 184 fld N �GO� N Co\ __ • 0 - 185.5 F� 0 NPEDWHATHLETIC o�N.C,) 1�2cP , �QG 03\ S �y , " _ „.„-- . ,,,,,. , • • : , . , • NEW FIRE LANE , „ „ . ° GATED ACCESS TO �� \ ® COURTYARD AT GRADE ' LEVEL N9)5 5 WALKWAY �\ ��`� CONNECTION AT UPPER o FUTURE CONCESSIONS& LEVEL RESTROOM BUILDING 6). �G'\G O EXISTING PORTABLE STRUCTURES ��55� � (NO SCOPE) - ------ - _ _ _--- --�-= 1 STORY -- REVISIONS DATE EXISTING FOOTBALL FIELD I �,S��NG FSR . i 1 I I TIGARD TUALATIN SCHOOL DISTRICT � TIGARD HIGH Q i ! SCHOOL i MODERNIZATION -- ZONING & CODE SITE PLAN FOOTING DRAINAGE 1 1” = 40'-0" 9000 SW DURHAM RD. I— JOB OR. 97224 ;— JOB NO: 16992.00 2 ISSUE DATE: MARCH 28 ,2018 11 Jurisdiction Stamp Area W a. � PROVIDE CLEANOUTS AT THE FOLLWING LOCATIONS: Ft G LORNE KCONAC 14, eosc . 91 1. PRIMARY BUILDING CORNERS Z a I - R 2. FOR EACH AGGREGATE CHANGE IN DIRECTION EXCEEDING 135 DEGREES Q SEA E,WA k. 65 3. PROVIDE REVERSE-DIRECTION CLEANOUT JUST UPSTREAM FROM CONNECTION TO STORM DRAIN SYSTEM. 0 1 18 4. AT INTERVALS OF NOT LESS THAN 100 FEET OF STRAIGHT PIPE. MD PLACE PIPE WITH POSITIVE SLOPE DRAINING TO DOWNSTREAM CONNECTION POINT WITH STORM DRAIN SYSTEM W FOUNDATION AND LOW POINTS OR"BELLIES" IN PIPE WILL NOT BE ACCEPTED. z rvX UNDERSLAB DRAIN Cl.. REFER TO ARCHITECTURAL DETAILS SERIES A-4 FOR TYPICAL FOUNDATION DRAINS. PIPE SIZE FOR TYPICAL coFOUNDATION DRAIN IS 6 INCHES. N PLAN Cd o 4 FOOTING & SUB-SLAB DRAIN NOTES co 0 N NI- N G1 . 11 c (.1) r sset a 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 12"MIN >r r DOOR SWING zo0 N 055000-BOLLARD WITH • PUSH BUTTON ACTUATOR • —k -e4"-Th/ 1—th -', . _, ._ ..-_ -T---_—t j11 , , , 111 „ , 111 r-g RADON PIPING OR UNDERSLAB +I I 1 1-1 N PIPING SLAB ON GRADE DETAIL � � II V I I I . 1 112" = 1'-0" —I — ,- - - - I -.-÷' I i 1 i' I i /#\ REVISIONS DATE N I ! I I 07 92 00-SEALANT AND � BACKER ROD TIGARD TUALATIN SCHOOL DISTRICT i I — � I I DIV 32-ROCKERY v I I ., OR c_ 055000-BOLLARD WITH CL 055000-BOLLARD WITH TIGARD HG H • 03 30 00-CONCRETE CURB DOOR, PER PLAN DOOR, PER PLAN I I I PUSH BUTTON ACTUATOR PUSH BUTTON ACTUATOR m101 • a = 41. dr WALL VARIES I , 5" 1 �. . . . SCHOOL -* x ! �� - ..iptatsi+ - -_._ � • - �• _ 1 ,..e. MODERNIZATION_ _ . . i — �7i 1 --: ..., ,y --. 0 I I_ : _ I ?..7:.--.4,- III-1:--,.......:._:._..6. .- • .- :- -: , i 'Aoi;•-•:•.•:•:tsia:. La-K, L)kN__,.- ,"' , r y — i 9000 SW DURHAM RD . — ___•,v _ -- d4 . _ 1. — _ 0 I -I 1_ 11111I I —Ia TIGARD;OR. 97224 • r\ 144 LiUJLL a I —7 JOB NO: 16992.00 1UJ: 4 ` i ��'•. —I I I1 1— �., I i 4,� 2 ISSUE DATE. MARCH 28 , 2018 =i = 11= a = - .•- L\HI11-H I 7In Jurisdiction Stamp Area 1=1=I 191 _ = Lii w = a_ (s.op4k4. __ —III • . ,.. . �. I . •"•: .. _• = I I — C7LORNE SicCONAC 1. 1 I 1 }'•• I ,,±- -4,' +' . '1 I--�'" —-I NJ c!� p L11 eTh CT) 7V eose 91 .s. . — O O O O 4 • � � I I =• ——1 : . '_, — — 3 Lux o r — SEA' E,WA D [MAT I 11 :: 'A'...-:-: ` 1: -.";. :1::- - `:+ - - - `i — 11=11 1 I =—_ STEEL ROD STABILIZER m SITE DETAILS-1 I j d I_1 f a 90000 —1-CI I � Q' - - ' ' — I 1_[ 1= 03 30 00-SLB ON GRADE_1n- 11-111-mili-„ , 111-, , ,111-„ ,111-, , II ��- 1 111 — Ii ; =11 — =1 — , . . 0 co -:—__1I 1-1 II III—III I III III—III _I —1'43" co I/ �/ BOLLARD DOOR STOP/CARD READER DETAIL BOLLARD DOOR HOLD OPEN/CARD READER DETAIL O BOLLARD DOOR HOLD OPEN SECTION BOLLARD DOOR HOLD OPEN PLAN DETAIL w 61 . 12 r' _iuJ 1 112" = 1'-0" 1 0 1 112" = 1-0" bassett/ I architects ri 1.1 Tr J 721 NW 9TH Ave, Suite 350 _ � Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 116' J I - lr - f CIVIL ENGINEER & LANDSCAPE 1 Cardna - -- / \ 1c - -..- - PPE 9AveSuite 20 UPPER LEVEL 6720 SW Macadam A0 -- - - - - - 208'-D" T(503)419 2500138 __-_ .i� STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-067 4980 1;5- ii_ (1 K-- /-, --' MECHANICAL ELECTRICAL & MAIN FLOOR PLUMBING ENGINEER � l E-------1 I I I -� -- - - - - - 194'-0" �1 Glumac 0 i. ' -iic---- ___ CP---11900 SW Fifth Ave., Suite 1600 - L_.P — * i LIA L1 A Portland, OR 97204 d T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design LOADINGDOCK - SITE 3700 SE Lafayette 1 J 1/8" = 1-0" \ Portland, OR 972022 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 _ _ rHZ 1 ' I IY 44' / / EL-1 i. -------- �-- 208'-0" — - - -- - - - — - -- - - - - - - - - - - - - - UPPER AUX 201'-0" V • 1 , ' II . i ; � � ��1 -4 MAIN FLOOR ftik l '194'-0" LI ATHLETIC ENTRY - SITE (----2D 1/8" = 1-0" -- # REVISIONS DATE 474' i TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH , , = n If ,, � � SCHOOL 'MODERNIZATION • - - — UPPER LEVEL —. 9000 SW DURHAM RD. -- - - - — - - - - - - - - - - - - - 2D8'—QITIGARD, OR 97224 • = JOB NO: 16992.00 1 • - - - I _ _ _ _ _ _ _ _ _ UPPER AUX ISSUE DATI=. MARCH 28 ,2018 — 201'-O" Jurisdiction Stamp Area � W " � D 44C" I I I s, " -M11.2 MAIN FLOOR (..jo _ _ _ _ _ i 0 i i i I I � �, .i �, Q ertSe _ 41 'rte I I I I I I 1 I I I I I I I 1 0 � I I I tl I I 1 I I I 1 I • 1 ' ' 1 1 1 1 1 1 1 II I ' I ' I I " _t • y t'� I I I I 1 I -F . xim i ❑ SEA Ey WA CS LOWER LEVE J �,�s . 187-0 ,,..^ o / 18 i ..1-__!) a ,, r 1 ..10 I, _ .:..' � - -- CO SITE SECTIONS a. Ct N N lI7 co Q 7- - SOUTH WING - SITE w c•...J _3) 1/8" = 1-0" 1— GI . 1 3 co co REFER TO OREGON STRUCTURAL SPECIALTY CODE(2014): PROJECT INFORMATION t,41F-• (EQUATION 5-2) CHAPTER 3: USE AND OCCUPANCY CLASSIFICATIONS PROJECT NAME: TIGARD HIGH SCHOOL .�♦�, If=[FIP-0.25)W 130 .I“�..`. * :`, E EDUCATIONAL DESCRIPTION OF PROPOSED WORK: �1,....t, CLASSROOMS 1. CONSTRUCTION OF ADMINISTRATIVE AND CLASSROOM BLOCK .�.�.,�..��`�♦�♦��..` K IS=(2) W/AUTOMATIC SPRINKLERS PER 903.1.1. &SECTION 506.3 VOCATIONAL 2. PARTIAL DEMOLITION OF EXISTING SCHOOL '�w.'4.N ��I..�. 3. CONSTRUCTION OF KITCHEN.ATHLETIC&CTE WINGS AND OPEN-TO-SKY COURTYARD IN DEMOLISHED AREA basset," ,...`,,�.�..`,�+�.��' 508 OCCUPANCY CLASSIFICATIONS/SEPARATIONS REQUIRED A ASSEMBLY 4. PATCH & REPAIR OF FACADE IN AREAS AFFECTED BY DEMOLITION &NEW CONSTRUCTION. �`.��v s„�� CAFETERIA-COMMONS WITH TABLES&CHAIRS 5. NEW INTERIOR FINISHES IN NEW CONSTRUCTION AREAS. PATCH AND REPAIR INTERIOR FINISHES IN EXISTING architects ��.;�:.:.. .:.`�� ' �::�� ` ACCESSORY OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED INDOOR GYMNASIUMS AREAS 6. NEW BUILDINGTED BY SYSTEMS THROUGHOUTDEMOLITION EW CONSTRUCTION AREAS. STUB OR MODIFY BUILDING SYSTEMS IN `��♦••�••a��j+`,,�•••�•••` � ✓/�, NO SEPARATION OF OCCUPANCY IS REQUIRED BETWEEN MAIN AND ACCESSORY OCCUPANCIES. B BUSINESS -(ACCESSORY OCCUPANCY TO E) EXISTING AREAS AFFECTED BY DEMOLITION&NEW CONSTRUCTION. ��.�.��.♦� 1�..��.�.��I..� % OFFICES • ��t •w' 4 '��.I v, '''44. �Q NO SEPARATION IS REQUIRED BETWEEN E AND A OCCUPANCY TYPES OCCUPIED BUILDINGS DURING CONSTRUCTION: 721 NW 9TH Ave, Suite 350 �..�j�� .�i�;��t► �`�� ' � S STORAGE -(ACCESSORY OCCUPANCY TO E) BUILDING A 1 *` ,•♦�•••�'�`� ,�,� . Table 509 INCIDENTAL USE AREAS <•;��.�+� 1w�1:‘ STORAGE 1 CUSTODIAL ROOMS BUILDING B Portland, Oregon 97209 4' �•i ��,�•� •�••�•►♦�• ��,/% MECHANICAL I MDF 1 IDF 1 ELECTRICAL ROOMS BUILDING C T (206) 340 9500 F (206) 340 9519 •��'`��+�`�•� •,. � •♦ ,'��,�� SPACE TYPE: SEPARATION AND/OR PROTECTION: BUILDING D 4�••�•Q �•�� I; '� ►�j�\ CHAPTER 5:ALLOWABLE HEIGHT AND BUILDING AREA BUILDING E / 1 FURNACE ROOM WI EQUIP. >400,000 BTU/HR INPUT 1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM BUILDING F C � �!'�� BOILER ROOM WITH EQUIPMENT OVER 15 PSI AND 10 HORSE POWER 1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM BUILDING G ! �� Table 503 HEIGHT AND NUMBER OF STORIES CIVIL ENGINEER & LANDSCAPE hr. ` �.�,� (FOR TYPE OF CONSTRUCTION LISTED BELOW IN CHAPTER 6) BUILDING H ALL9WED PROPOSED BUILDING J Cardno ►-♦ CHAPTER 6: TYPE OF CONSTRUCTION MAXIMUM HEIGHT(FEET) 85=(65+20) 36 6720 SW Macadam Ave Suite 200. CMAXIMUM 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 1 Table 503(UNMODIFIED)FLOOR AREA PER FLOOR [At] PROJECT OWNER: O Table 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS TIGARD-TUALATIN SCHOOL DISTRICT STRUCTURAL ENGINEER E 14,500 (TYPE Il B ) ELEMENT: TYPE II-B RATING(HOURS) 9,500 (TYPE V-A) Catena Engineers -- STRUCTURAL FRAME INCLUDING COLUMNS, BEAMS. GIRDERS.TRUSSES 0 PROJECT CONTACT: 1500 NE Irving St., Suite 412 - - - - - l`' " "' BEARING WALLS. EXTERIOR 0 506 AREA MODIFICATION JOE ECHEVERRI Portland, OR 97232 I BASSETT!ARCHITECTS T(503)-4.67-4980 1 • BEARING WALLS, INTERIOR 0 (EQUATION 5-1) 503-224-9162 721 NW 9th AVE. #350, PORTLAND. OR 97209 NON-BEARING WALLS AND PARTITIONS, EXTERIOR 0 MECHANICAL ELECTRICAL & _ NON-BEARING WALLS AND PARTITIONS, INTERIOR 0 LEVEL BUILDING A t I f I s A a ACTUAL AREA / - FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 ALLOWABLE AREA JECHEVERR!@BASSETTIARCH.COM PLUMBING ENGINEER -- ) ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 1 * . APPLICABLE CODES Glumac ,• * EXCEPTION: HEAVY TIMBER IS ALLOWED E+ L 14. 500 SF 0.50 2.00 50,719 SF 44,277 SF 900 SW Fifth Ave.. Suite 1600 IN LIEU 1. CITY OF TIGARD MUNICIPAL CODE Portland. OR 97204 1l - t �..i..A•�•�•- ►••+ �*�+ 1-HR RAOTED CONSTRUCTION o T(503)-227-5280 \ • ►��.�.�:�.�.� �� * EXCEPTION: IF ROOF IS 20'ABOVE FLOOR,-4 G , 2. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)* ..A..AL ak ��-1�. 1-HR RATING IS NOT REQUIRED 3. 2014 OREGON PLUMBING SPECIALTY CODE(ORSC) FOOD SERVICE CONSULTANT = 1 / ) FP ,�� o,. 4. 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) Webb Foodservice Design 1 / ,... ��,►�►e.�.�. `�,�.+` ELEMENT: TYPE V-B RATING(HOURS) 5. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) g z L 14, 500 SF 0.37 48.814 SF 41,051 SF \ / .�� ►.�`♦ STRUCTURAL FRAME INCLUDING COLUMNS, BEAMS, GIRDERS,TRUSSES 0 Q 6. 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 3700 SE Lafayette Ct. \ / \ ��....w'l'►,+��+�• BEARING WALLS. EXTERIOR 0 K+ D 14, 500 SF 0.54 51384 SF 50,687 5F 7. 2014 OREGON FIRE CODE (OFC) Portland, OR 97202 \ / � ..��y �•�,�� BEARING WALLS, INTERIOR 0 8. ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES T(503)-236-8566 \ / 1 .�#. Lahr,�.•�� ..�,1.�►.r # NON-BEARING WALLS AND PARTITIONS, EXTERIOR 0 J 9, 500 SF 0.05 28, 931 5F 25,494 5F 9. 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE(OSISC) 'I / �. .�. �.�,` �� NON-BEARING WALLS AND PARTITIONS, INTERIOR 0 \ ��► 4�� 1►.1►..f/� UPPER K 14, 500 SF 0.75 54,394 SF 19,719 SF ACOUSTIC & AV CONSULTANT • / ..1",..+...��.; FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 1 / '10��'�.�`�ilik 4 :♦H.: A ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 LAND USE The Greenbusch Group ii \ ��ik..,3��-.- ��. �4 1900 W. Nickerson St., Suite 201 /1 . '.�.�.�►� -:�+�.��+�♦�.►i�.� SEE CODE SITE PLAN FOR LAND USE INFORMATION Seattle,WA 98119 - / \ �+ '��,�,� t - 4 te Table 602 FIRE-RESISTANCE RATING- W,. w WALLS BASED ON FIRE SEPARATION DISTANCE T 206-378-0569 / F� ►...�� +� ` DISTANCE TQ INTERIOR PROPERTY LINE OR CENTERLINE OF STREET OR ALLEY. RATING(HOURS) 11 i 1 / ' ��'' •�`� 4►�•.•�� •� LESS THAN 5' 1 COST CONSULTANT / �� jlw11711# �..♦�� `;►�.��ri.�.�► 10'UP 10' 1 Construction Focus ..4674k_4_ � A -�� 740 Almaden St. ',lit-4"i./ II 1 30' OR GREATER 0 BUILDING DESCRIPTION COMMENTS STATUS TYPE AUTOMATIC LOWER MAIN UPPER TOTAL AREA Eugene. OR 97402 / 1 SPRINKLERS LEVEL LEVEL LEVEL PER BUILDING T 541-686-2031 I CHAPTER 7; FIRE AND SMOKE PROTECTION FEATURES / 1� l TYPE II-B&TYPE V-A CONSTRUCTION;GROUPS A&E A AUXILLARY GYM + SUPPORT SEPARATE BUILDING-NO SCOPE TO BE DEMOLISHED L___ _ �_ - ^_�_� RATING(HRS) OPENING PROTECTIVES(HRS) B* PERFORMING ARTS SEPARATE BUILDING-NO SCOPE EXISTING TO REMAIN \ _ - 706 FIRE WALLS 2 1-1/2 C PORTABLE STRUCTURES SEPARATE BUILDING NO SCOPE EXISTING TO REMAIN 707 SHAFT ENCLOSURES CONNECTING LESS THAN 4 STORIES 1 1-1/2 707 ATRIUM WALLS(404.6 OR GLASS WALL FORMING SMOKE BARRIER WITH SPRINKLERS) 1 NA D MAIN GYM EXISTING TO REMAIN II B YES 0 SF 13.725 SF 0 SF 13;725 SF - = 707 EXIT PASSAGEWAYS(1023.3) 1 1 708 CORRIDOR WALLS(1018.1) (AUTOMATIC SPRINKLERS) 0 0 E AUTO SHOP INTERIOR RENOVATIONS EXISTING TO REMAIN 11-B(DEEMED) YES 10,565 SF 0 SF (MEZZANINE) 10,598 SF F SCIENCE LABS NO SCOPE EXISTING TO REMAIN V-N YES 19,700 SF 19,700 SF a SF 39,400 SF CHAPTER 8: INTERIOR FINISHES G CLASROOMS NO SCOPE EXISTING TO REMAIN V- 1 HR YES 0 SF 30,160 SF 22,440 SF 52,600 SF H MUSIC WING NO SCOPE EXISTING TO REMAIN V- 1 HR YES 0 SF 6.350 SF 0 SF 6,350 SF - 7 �_-, Table 803.9 FLAME SPREAD FOR INTERIOR WALL AND CEILING SPRINKLERED l: I INTERIOR EXIT STAIRWAYS AND EXIT PASSAGEWAYS: CLASS B J *** -- BUSINESS & COUNSELING - NEW& EXISTING V-A YES 0 SF 20,685 SF 0 SF 25,753 SF I CORRIDORS' CLASS C K- CLASSROOMS + COMMONS - NEW II-B YES 1,085 SF 48,810 SF 20,420 SF 54,820 SF ROOMS: CLASS C `'' ATRIUM: CLASS B L - ATHLETIC & CTE - NEW II-B YES 21,885 SF 30,740 SF 0 SF 74,327SF CHAPTER 9: FIRE PROTECTION SYSTEMS 903 AUTOMATIC SPRINKLER SYSTEM THROUGHOUT -. INSTALL PER NFPA 13 �'' 906 PORTABLE FIRE EXTINGUISHERS: INSTALL PER NFPA 10,TYPE 2-A, 75 FEET MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER TYPE K WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT GRAND TOTAL BUILDING AREA: 180,157SF 915 EMERGENCY RESPONDER RAIDIO COVERAGE CODE BUILDINGS - UPPER LEVEL CHAPTER 10: MEANS OF EGRESS .* SEISMIC UPGRADE UNDER SEPARATE PERMIT gIIS INTENTIONALLY OMITTED FROM BUILDING NAMES l 1" = 50'-0" 1004 TOTAL OCCUPANT LOAD: *** SOME NEW AREAS, SOME RENOVATED AREAS IN THIS WING � (SEE SHEET G2.12 FOR OCCUPANT LOAD SCHEDULES) tip... - SEE ALLOWABLE AREA CALCULATION TABLE(THIS SHEET)FOR PROPOSED NEW BUILDINGS ' FIRE WALLS & FIRE BARRIERS LEGEND NOTE: SEE CODE ANALYSIS PLANS FOR EXIT REQUIREMENTS PER EXIT. NUMBER OF OCCUPANTS EACH SPACE. AND EXIT WIDTH REQUIRED A .1 K \ Table 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT \ EXISTING 2-HOUR RATED AREA SEPARATION WALL A . ASSEMBLY WITH FIXED SEATS SEE 1004.7 r►A� ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED(CHAIRS) 7 NET ` ,fit k4A, NEW 2-HOUR RATED FIRE WALL UNCONCENTRATED(TABLES&CHAIRS) 15 NET `,",•v r %W STANDING SPACE 5 NET . *A EDUCATIONAL „ J0•••••0 NEW 1-HOUR RATED FIRE BARRIER CLASSROOM IJ •� O SHOPS AND OT20 NET HER VOCATIONAL 50 NET �i - .4 WI4 •/ OFFICES 100 GROSS / 4.1111414 .4...41M NEW 2-HOUR RATED FIRE BARRIER / / LIBRARY / C; J / READING AREA 50 NET STACK AREA 100 GROSS .� C �- SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND - 1 - - LOCKER ROOMS 50 GROSS / WM � EXERCISE ROOMS 50 GROSS // \ - . 'rte NEW FIRE WALL & NEW FIRE BARRIER LOCATIONS - KITCHENS 200 GROSS / - - - --i- - ACCESSORY STORAGE. MECHANICAL EQUIPMENT 300 GROSS / �#\ REVISIONS DATE / r1 . : _ "7- - - - '4, , ,-.... A L - J -1 1005.3 EGRESS WIDTH PER OCCUPANT SERVED / .- . i . �� ►....... ►. . W.► ♦� .. , r►.....♦ (WITH AUTOMATIC SPRINKLER SYSTEM) /' , • ►��`�•►�1r.rArt ,�•♦�,` ++�•�•�•�+�`�, / ,. , ,. ♦�•�♦ ►# � . ) / H STAIRWAYS: 0.2" PES OCCUPANT / I D I k. ��.:.k ,.. �:�;.� 5. :.:♦:*:.:.:.:wv • / / OTHER EGRESS COMPONENTS 0.1 PER OCCUPANT / 7 . _ 62'��,241. ,•*ft ��`�♦��.�`.�� MAXIMUM TRAVEL DISTANCE / / ►�,,�fs•��*•4,i. 4 � ��•�+�♦�•�•�•� Table 1014.3 COMMON PATH OF EGRESS TRAVEL TYPE E OCCUPANCY 75 FEET �,� 4.....1►..... �� I I Table 1016.2 EXIT ACCESS TRAVEL DISTANCE FOR E OCCUPANCY,WITH / ''"+;u� ►,,, ► <(►„ .4 116. �„►��,��+�� I4. SPRINKLER SYSTEM FEET / . .-IW •1018.4 DEAD END CORRIDORS,WITH SPRINKLER SYSTEM 50 FTMAX. /i \ 3 Table10151MINIMUMNUMBEROFEXITSFORAOCCUPANCY / #4,st."4.4.atto,L fyMIMUM NUMBER OF OCCUPANTS NUMBER OF EXITS REQUIR ,/ �►+`il t \ 4+ ��`•�� 1-49 1 �.��.-. 1 / I 501��aao 3 +j� ��/�� \ I=.71:...�4; :� TIGARD TUALATI N SCHOOL DISTRICT 11 "�•. 1 / I MORE THAN 1.000 4 a' • �`��.��`I♦� �`i;I Elly • R�) \ / le ��r *�� ....,................;.� ..,�f ,; 1, r ,A VE y! .;�.!.!.!.❖.❖.❖.❖.❖.❖. TIGARD HIGH r 1 / LEVEL I OCCUPANT LOAD I �• � . \4W. lilt;il \ \ / SCHOOLF � / \ (E)SCIENCES.WINGLOWERLEVEL 478 /•' ��'•'•'•'• 41.l'I-iiP ' \ ,- , MODERN IZATI0N -♦WS'. .'.� / LOWER LEVEL 2268 -I: ,4._t d' `� / \ 7 474 MAIN FLOOR 5819 ��1 • • ►�• ♦•��••••♦•••♦ L (E)SCIENCE S WING MAIN FLOOR 393 �i R_ ��a , i34tJII. / 1 UPPER AUX 494 .��,�f. .* �� iii. / \ ►•�.-.'+�, ��•.♦1►•.♦.♦�`�♦�•+•�♦�•♦♦♦••.♦. •�� rila UPPER LEVEL 1177 illlliE= ili� = M '- ��4hr C3 ��` �• �............+•• 9000 SW DURHAM RD. >�ik `1 w.w►..w.."4-1 ri=. ,'-yt;,,r 1 TOTAL OCCUPANTS 10629 �� .- .e��.-4 _" Ai��i:: \ T I �9 / 1 � fI�' TIGARD:OR.97224 .��s. s . ,: ♦ r , ��. � ►♦i�i�i�i�i�i�i�i�i�i�i�i�i�i�i ��0.44. : * �� ' EXISTING BUILDINGIor � .....� `�� p 1 I itJOB NO: 16992.00 CLASSIFIED AS A TYPE V N * • _ r_, ►• !• /��*��w��A��••• 2 ISSUE DATE: MARCH 28. 2018 BUILDING WITH AUTOMATIC `' • ' - ' - + • - .- C NI tv, 1 ��,�...��r�►�rr�r►r�+� r ....♦.`.. SPRIKLERSYSTEM. � ��` +�T • .�•��•.•. �....�A 41 'r♦ Wer ��N n '. :*�.4 �► ..........4 0.... (REFERENCE 2005 I t T• / • r 1'�,14►� ....... 4� 1 i..�.+♦ '�� ♦�� 4��( .�`��,�� Ct Jurisdiction Stamp Area ADDITION PERMIT �...� ►•�,' ��' �'"'� ` ��►•� ' ' � ... - ��+r ��►�*�� Ill DRAWINGS BY OTHERS) � '��+��•�. . .., II �G_f!*' ' � � �� Ir. ____A ...........��...1 • ♦. ' ♦4►r ♦ �.�►..t.' / ► . ...isr ....... ...X11 ►••j��j��j��j�j��j��j j�`•j�j��j��. , CL .-(S.41%W IN. PROPOSED BUILDING TYPE rilpr . 7►��_ =-' 0►...�/�' ...� .��,.��.�� .��,.�.�.��A ` � C� LORHI �o AC NON-COMBUSTIBLE t'. .ig ..,„, i......� �... •�� /►��.1 fp �� 1�'.�. '��.��.�.�.��. CONSTRUCTION: METAL '�..... ` ' ►�.�t►� �� .A � I►�� .��.��.�� Z • �1 �� . �r ��• t, �� ' ...46, ��i��=��+� SEAR E,WA y FRAME, CMU WALLS, .�.► *♦1►. �i )�N,,�.Ah._ �.aAI. 1►I►.it�S a..1'.Al,t�(,-'F'+ Cr METAL STUDS IN INTERNAL ♦.f,�1M01 I� ►.......... �.�"Ike ,L- A .' c% i �� 0 G PARTITIONS. � N. � �r'�.r Cr. �' Nk- NO CHANGE IN +,.�.�.�.�.4.♦r. g -�E 0♦ 4 ,♦., IN BUILDING AREA. .., �...�. � �� ..♦. .�._�, . .� �. A. Mill 4.4., f*?i •... m CODE & AREA 2 E , • ANALYSIS F _ ♦♦ - N I 0CO 6 CO c I w I- G2 . 10 coc., CODE BUILDINGS - LOWER LEVEL CODE BUILDINGS - MAIN LEVEL CO (1_49 1'1 = 50'-0" 0 1„ = 50' ,„ .. bassett, architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE / 'N Cardno 6720 SW Macadam Ave Suite 200, / -. Portland, OR 97219 T(503)-419-2500 / STRUCTURAL ENGINEER / \ Catena ngineers \ � \ 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Giumac 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 I-- _ — — The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 / — / — - l COST CONSULTANT _,..._ Construction Focus 740 Almaden St. L _ — _I _ ____ _ _____ ~ -1 Eugene, OR 97402 T 541-686-2031 ELECTRICAL CUSTODIAL — 300 • — — — -.- 102 SF 1 f+ firH EXIT ON MAIN LEVEL I EXIT COMPONENTS FOR .=7.01 -1101 �T"'1 TOTAL LOAD= OFFICE —:�: _ ,00 — Db--,: ELEVATOR I FIRE WALLS & FIRE BARRIERS LEGEND J I COMP REQD PRVD 96 SF 84 SF p 1 I DOOR 83" N/A IOF FICE I STAIRS 111" NIA 100 _ sLEVA CRUS OoAeRooM L EXISTING 2-HOUR RATED AREA SEPARATION WALL I 100 SF I 86 SF 1 I STORAGE STORAGE3I PE TEACHERS I NEW 2-HOUR RATED FIRE WALL I 405 F �,.r. 2471SF I �;� I 4 3 I ••••••• NEW 1-HOUR RATED FIRE BARRIER I 2=,, ^ s I UP AUX GYM 9 3 LOCKERS J �1��65 A3 . 3 `�� _EXE50CISE e '•••�C 8,176 SF .�, 705F �• muol•� NEW 2-HOUR RATED FIRE BARRIER GIRLS LOCKERS •./,T , 1636 OST 0. N EXERCISE t. 20 1,430SF 7-z c�n ISEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND L , 4-0 74Z •. 30 xNEW FIRE WALL & NEW FIRE BARRIER LOCATIONS a ...4111)::. ray . i * •. •••*. it C t� .�. ••�CD�ST .0-`).°'',..•• ,'••.:? TEAM LOCKER �. • I EXERCISE q1S .* UN ITFORM STORAGE �+� ••�s 456 SF 50 "*AiLUP 300 718 SF / CODE ANALYSIS SYMBOL LEGEND 3 ./ TEAM ROCKER EXERCISE 42oc�S�F� EXIT COMPONENTS FOR 74-9 314 TEAMER TOTAL OCC LOAD=325 5Q� OCCUPANT COUNT 1 DIRECTION EXERCISE ir�unw�n R u • 552°sF COMP READ PRVD EXIT COMPONENTS FOR .Illiit EXERCISE �, 1 �, t 1 ' ■ ,l i 12 _ Z/341,____ • PROVIDED DOOR WIDTH 1 STAIR WIDTH TOTAL OCC LOAD=400 l �+ v 533°sF , �• - ,.;. ['' MEN DOOR 48" 90' EXIT ON MAIN LEVEL 11 I F -.; ,Lni�� BOYS LOCKERS LOCKER ; `ri'.;L REETROOMS STAIRS 65" N/A REQUIRED DOOR WIDTH 1 STAIR WIDTH I COMP REQD PRVD I / Fp E»clsE F.wE ISE r 1 L24SF I DOOR 59" 90 TEAM LOCKER ■ 1,475 SF 72 SF I d,.1I II11 \ yp N ,n` E-VOCATIONAL F730 PE TEACHERS 2 ' tv\ter.--- STORAGE 5CI.PREP / \ / B f��, RESTROOMS STORAGE E-VOCATIONAL STAIRS 80" 96" 50 392 222 SF 1 225 SF 290 SF 50 367 SF32� <3Z �I�I� — — -- 1 8 REVISIONS DATE TEAM LO50CKER u E-VOCATIONAL " •• r19� 433 SF ELEC. CERAMICS••�F} LF! giviiimomiiiip ��A STORAGE `\ 9 -' NG Re CUSTODIAL E-VOCATIONAL •,• os CLASSROONf'� ROOM NAME N 300 ROOM NUMBER 100 1sF 1,531 SF •. --- SCIENCE 1,568 SF USE CLASSIFICATION __' {�J n 1 ` ,_ EXIT COMPONENTS FOR I A 6 2 2 Vhf ♦ 6 Di 00 ' `, Y :OILER ROOM DR TEAM R OMS m TOTAL OCC LOAD=325 1 243SF CUSTODIAL EXERCIS • ZI` . . 91a°sF Es 300 / OCCUPANT LOAD FACTOR (PER OSSC, COMP REQD PRVD 972 SF 3o9sF •••�[32 _:.:. 4 20. 1 M= '' ..._ 1 7 -Y` /� �, r t_ I� r.,R ...... .`,__._ 1 900 SF TABLE 1004.1.1) DOOR 48" 90" I -- - 71; •_ TRAINING DRY ROOM1 • ^ NGINEERING^ 60� ROOM AREA STAIRS 65" NIA EXERCISE EXERCISE 'x E J 488 SF 50 ; IT CLASSROOM 34 10 33 �^� NUMBER OF OCCUPANTS S I E l 10 316 SF •p E 1.1 OSF -� " IJ\l �. -.,...e �.r- — E�� • 20 VV E • OFFICE 39 ._ •03 940 SF PEEP R 20 PREP RDCfhA / .� 47 E E20 EGRESS PATH LENGTH n 855F 7 C7 PHYSICS LAB 230 SF SCIENCE LAB E SCIENCE LAB 2305F' SCIENCEi116 _202' TRAVEL �/ AUTOSHOP AUTO CLASSROOM •F1 CLEANROOM 20 12 20 20 12 20 FOREIGN LANG rr <39 E-VOCATIONAL E-VOCATIONAL •p I' E-VOCATIONAL EXIT COMPONENTS FOR 1.275845E 1,3 SF 1.366 67 SF 1,3 SF E �— DIST. TO EXIT EGRESS PATH 2.99993353SF 87 50 F `� p w® 311SF TOTAL OCC LOAD=325 9 SF Imo.: COMP REQD PRV46 D, •, a ,a EXIT SIGN FOREIGN LANG. ri \COMPR€ ORR4OM; 1 32� I E TIGARD TUALATIN SCHOOL DISTRICT �EI_ L J L.',.1 ,I.. I DOOR 48" 90" 8920 2 SF 1SF STAIRS 65" N/A 48 EXIT COMPONENTS FOR STORAGE HEAVY MAKER SPACE STORAGE E-VOCATIONAL 1. __._- TIGARD H 2.60593 5F TOTAL occ LOAD=20 • OCCUPANT COUNT 300 1,014 SFT a FOREIGN LANG. 4E COMP REQD PRVD I 20 SCHOOL 6vir , 4 F DOOR 32" I• WIDTHS 39 STAIRS 36" ..-,_- •----- , _.._... _..-,.-.�, .�,,,..-. ..-.-.-..�..- `� MATH .u_ . E MODERNIZATION 883 SF 45 I 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 EXIT COMPONENTS FOR 2 ISSUE DATE: MARCH 28 , 2018 TOTAL OCC LOAD=325 �/ COMP REQD PRVD USE CLASSIFICATION (OSSC CHAPTER 31 L.�.. Jurisdiction Stamp Area E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 DOOR 48" 90" A-1* ASSEMBLY; THEATER W STAIRS 65" N/A A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION `S �, A-3* ASSEMBLY; LIBRARY 0LORNE?4fLCD ACH '�' A-4* ASSEMBLY; GYMNASIUM Z - - eausr B BUSINESS 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE SEATTLE,WA , , S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS 0 • C.5°S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES o 1 18 *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 co EXITING/EGRESS & NOT CONSIDERED A SEPARATE OCCUPANCY. FIRE RATING PLAN d MEANS OF EGRESS (CHAPTER 10) o - LOWER LEVEL � � EGRESS PLAN - LOWER LEVEL 0 1132 0 MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) co MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) o MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) W N LO _ G2 • 13 N CO CO bassett! architects 721 NW 9TH Ave, Suite 350 EXIT COMPONENTS FOR -9,,,,,-(9 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 TOTAL OCC LOAD=258toe l:cD•, COMP REQD PRVD A . DOOR 38" NIA 4 CIVIL ENGINEER & LANDSCAPE STAIRS 51" 70" \ CE2 Cardno i' 6720 SW Macadam Ave Suite 200, 1,56775E •� \ Portland, OR 97219 T(503)-419-2500 32•/ ,'•�/V..44••• ••.. CLASSROOM\ BK RM I WORK 2•• •° 20 STRUCTURAL ENGINEER •.r�t sa,SF \ 15 Catena Engineers '• 46 ��F OFFICE 1500 NE IrvingSt., Suite 412 EXIT COMPONENTS FOR o° TEACHING KITCHEN B OFFICE TOTAL OCC LOAD=57 192SF 2a s� `\,/01 192SSF s2 sF 265 5F , \ CLASSROOM \\ 2 I COMP READ PRVD / 14 E Portland, OR 97232 20 MAIL; �\ OFFICE T(503)467-4980 DOOR 32" 72" I \ Baa F B �� 10° STAIRS 44" N/A OFFICE \ B 1 F \ 1900 E MECHANICAL ELECTRICAL & 100 4 `.• /� •r 189E ]ICEP4NDANCE 11 z5F OBICE .\\� EEVA • :Ro6MTOTAL OCC LOAD=580 CT �: • VAULT 900 SW Fifth Ave., Suite 1600 2 • 4, ° \ STORAGE 4 B cusroolAL CusTO • • 6 ,b'L ( . 300 too Portland, OR 97204 30o L • 300 �5 66 SF • 48 SF \ 451Y F COMP REQD PRVD EXIT COMPONENTS FOR 64sF 2153E �►� 9692 • ��,0 ,•� 2 •. , 5 T(503)-227-5280 TOTAL OCC LOAD= 196 1 4 ` ,��J :`Z' n '•. BOOKKEEPER DOOR 86" 148 y 1 ,..,.,-kr-' �O ' -s •••. 100 °ASST. 411r,• STAIRS 116" NIAcGMP READ PRVD 3?,, 96 � �o - ,-YSTowi. t.: •`•, '225F 1,2s°SFFOOD SERVICE CONSULTANT IDOOR 32" 72" U ] KITCHEN_CE i - KITCHEN `. 13STAIRS 44' NIA i• 0 iz� KIrcHEN KIDTCDHEN •• 2r�•�, /+IAIBNGEcaRIVOORY1305E 238 SF FREEZE ! Webb Foodservice Design 3700 SE Lafa ette Ct. Portland, OR 97202 20Sz°a c $ALCOVE •, 100 a T(503) 236 8566 278SFKITCHEN 200 SF 221 5. A2 �[�. • 329 SF 11[ KITCHEN SERVE-o. \ 2 : 15 �O• ��4,/,_,. 3 ? 303x2' K€200EN TORAG F /ST•• •• 4: z I 2.°°'s sro G _ — — TOF/,•, �44 \ ACOUSTIC & AV CONSULTANT 3675E _ _ _ — T .� MAIN GYM 21" �C _, ••,' ` \ A3 'n '� — J\r WORKROOM COUNSELING �\` The Greenbusch Group C • 13200015E O -I-F f STAIR _ ,� ,.,,� HORIZONTAL Seattle,WA 98119 1900 W. Nickerson St., Suite 201 I 5 183SF°.• 375SF EXIT T 206-378-0569 765 SF 2.' 4 $90L.L154 it +, ST DENTAIL4bRDS I` �v P `~` COST CONSULTANT -I ,. oGE .� Construction Focus 1-'5,7, I 1 740 Almaden St. �Ir i •,.O`s� •�t�sF PRAc Roots <296 •, F( M ..,D,..,1.- °°�� CONF. 44 ;"` 1 sF Eugene, OR 97402 • ��/S'T 610>'' 240'TRAVEL DIST. `" 'Sr' B wP1 ARD T541-686 2031 (570 •'�'" r0 ..... f \•60 --0 198 SF Bo • !IL 10020PRARODIr1 1F�- • (o FLEX OFFICE 2 49:SF • 163 SF2,146SF•./) ,,...••r • B 5 100 STORAGE ,moo a 100 OFFIC' F-• 1 SF � STORAGE • ! �a a; rOO, t COMMONS 22 SF B x11 1.1;r( 0 ♦ • Q/ T s A2 2 100 • 8 SF P C1(4•1CHOIR .Z>cc .. ( • ST t 15OFFICE 112 5F CU5T E ? ry'�p,•° �• / • 11,223 SF B 2 �� 20 Q� �� • 749 10a �' I ROOM DOFFICE$TOG 1801SF� 2,10�SF STORAGE ��• ' (� STOR- • 113 SF 1--' • 6 SF 106 STORAGE :is ' !CEE 20 100fit 1 • �9 STORAGE 2 V7 REST •a S 300�" ' 300 —+ i, 20 281 SF 150 SF /' 155 SF OFFICE r,�{ I� Scs ODIALI i ` ped ,,! - 856 SFa 100 Mi LJe h'.F 29�F ' I 1.� �•I • y I a 112 SF ØI I-1. ;I •OFFICE STORAGE MUSK GDMNONS -` (610 �' A • 2 �� ¢ 2. SF i00 l S O G E O 610 �� OFFICE I 2 1700 I 366 SF 20 ,' ,Q' . r I u , c 100 OFFICE • FICE DOS 2 1,184 SF GUITAR • I '19 0 HORIZONTAL -0,,,A , +: 11 z5F 100 100 a a g 20 1� ENSEMBLE 7lJ 1,467 SF I \Q EXIT ,If1�,. • 113 SF ii2 SF • • i CLASSROOM SPEC.ED.CR E 194'-011' 2 CAREER CEN��..r r 7a • u u u :)1 I aE-vpC IGll1lSL • E E 2Q 32 / 78I -I J 418 SF n'`j 1 © • • 684 SF 727 SF 21 i . ,. m • •• 84-8170F • _ _ 7C a • CORRIDOR 0° 17 • 35 .- t- - - ' CORRIDOR J a ` 0 l CORRIDOR y !DF �� 316 SF } CORRIDOR 1 17 ? f STUDENT STORE a „ „EXIT COMPONENTS FOR ---�;--- -�e a�dTAt-__, --•_• _ _ 11. 1 1,6675E 32'7_90”, FIRE WALLS & FIRE BARRIERS LEGEND TOTAL OCC LOAD=96 a4 SF _ I _ '— - - - I zs6sF ••• ••• 1 1 I ELEC CUSTODIAL _-. — COMP REQD PRVD CEg SIGNS I i CUSTODIAL STORAGE 4 300 300 I'i ■, L CLASSROOM MATH ENGLISH MGL fI 1,460 SF \ EXIT COMPONENTS FOR / • E E E E DOOR 32” 148 - '''''G-4 ■ . 100 r� a5 SF 5 • s • , 20 26 za20 213$F I m 1 f• ; + ELEVATOR \ TOTAL OCC LOAD=620 / • sazsF 9°48 48 3sF 9°1sF 891 SF EXISTING 2-HOUR RATED AREA SEPARATION WALL STAIRS 44" N/A CORRLDOR ii a ; 48 �AFEESTDR I c e asToolnL 3 ,.'� a4 sF \ COMP READ PRVD / IUSINEssLAssRO014tI . L "� 20 48 SF 57 100F 2F ,•STORAGE ? / 20 ` F , .f r. .-� L.- �� ii 3 6 1 t STORAGE 'DOOR 92" 148" 1,143 SF aC - - - • 300 EXIT AT MAIN / 58 w . rENGUNEW 2-HOUR RATED FIRE WALL AD OFFICE 18 • 715 SF LEVEL FROM 1 STAIRS 124" N/A / , L`._ p 20 I; 4,71 B • !, 874 SF COMM AREA rr 100 � L1�t11 UPPER AND - ' --T,1 / i. as E 80 2 3 F • III WSINESS CLASSROOM I j ENGLISH • -..;UP Is; LOWER LEVELS I \ / E 3,786 SF 2a ��0•••• NEW 1-HOUR RATED FIRE BARRIER IIIc 1 \ / 1,035 SF '. e• ENGLISH 190 X45 F • 4- 194'-0" No, 220'TRAVEL COACH LOCKER REFEREE LOC,. \ / 1 52 . j t • 1 i r E-VOCATIONAL E-VOCA .NAL 2D1'-0" ¢• 870 SF i "'7 I ii DIST, TO EXIT 1 / DC• 44 �•i•�•� NEW 2-HOUR RATED FIRE BARRIER ii \ 175 SF ,175 SF , ! 1—0 N 4 / 4 \ / ; . I II 0 N / N 8 ,'CHE ORKROOM I I \ / / • B ENGLISH i SOCIAL STUDIES ' ENGLISH . SEE CODE ANALYSIS SHEET G2.10 FOR EXISTING FIRE SEPARATIONS AND USlNESSCLASSRoOM • _ REST 4F 24SOMS .� NEW FIRE WALL & NEW FIRE BARRIER LOCATIONS \ N // , / 0 a 25 SF 2 SF 4SF 913 SF 917 SF • 90620 SF WEIGHTS \ / \ / 1.000 SF 8 t - E 51 r • 701 T i 46 46 46 [' 20 N / \ / A - EST' 'MS' II `(1897 SF /N I ‘-- T- ,145 / N • 5' .F /1 - ,•_ CORRIDOR •a / N • / \ < - _ s.s a...,..).....,r CORRIDOR II c>. N 1 1.14SF / \ \ • / , STODIAL CrDOR AVODM STOR"AGE 300 - G, / N / , 188 SF STORAGE STORAGE on, STRG T L: CODE ANALYSIS SYMBOL LEGEND ��•` .I II / \N - / EACHERS LOU 1 /05SF...- STG0D0AGE IIB? WORK RE 112 RESTROOMS. 2' STOR ' a• N o / \ 20 • 1 504 SF ,.157F B SH$YR j 755 SF 00 STORAGE II - • UUL \ 1 497 SF 1 �'1 278 SF RE,ROOMS , r BLIFESKILLS CONFUTER LAB CIRCULATION 3-�°°sF � � U. IMO = // � �' �T° EoLi} a2,5F ,50� OCCUPANT COUNT 1 DIRECTION 11IIInI!_ r - IIIIIII 1 ENGLISH CORRIDOR II. 20 "' " """""' "'—'-"' / \ E , 578SF �` 234 PROVIDED DOOR WIDTH 1 STAIR WIDTH /]- IIIII1IIIII1 }, / 2a 82615E ? ii Iii I. 3838> REQUIRED DOOR WIDTH 1 STAIR WIDTH — / \` CONF.RM. CONF.RM F/ B B _ LIBRARY �" ' EXIT COMPONENTS FOR I - / ; 222 SF 119 SF a 194'-0" 7.7a°SF TOTAL OCC LOAD=80 I I / 1 OFFICE 2 ,11(---____0_ --- 7.7 .5 / # , REVISIONS DATE SEE UPPER LEVEL EGRESS PLAN- \ ; 100 COMP REQD PRVD I SHEET G2.16 L— .• •i A ,v7 WORK R11.23_ [ , / \ DOOR 32" 72" Ba 100 '* �\ STAIRS 44" N/A = )' • f gI71 CE 5a65F CLASSROOIVM►� ROOM NUMBER N 100 D100� USE CLASSIFICATION �! 2) \A • 2 ^Ir E. \ OCCUPANT LOAD FACTOR (PER OSSC, N 2 1\I I I , .: 20. I` TABLE 1004.1.1) 1,900 SF.- -_ ! (I(201,-0" 60.E ROOM AREA r NUMBER OF OCCUPANTS ''S 1 El ir- I, I �— EGRESS PATH LENGTH 1 ,r -,s- 199'-0" — 202`TRAVEL . - DIST. TO EXIT EGRESS PATH —. EXIT SIGN G TIGARD TUALATIN SCHOOL DISTRICT 1 EXIT COMPONENTS FOR ,- TOTAL OCC LOAD=20 • OCCUPANT COUNT TI GARD HI G H COMP REQD PRVD I DOOR 32" Is WIDTHS SCHOOL STAIRS 36" 1 - MODERNIZATION SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW ' AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE 1 BARRIERS 9000 SW DURHAM RD. TIGARD. OR. 97224 I— JOB NO: 16992.00 USE CLASSIFICATION (OSSC CHAPTER 31 2 ISSUE DATE: MARCH 28,2018 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 CK ,Jurisdiction Stamp Area A-1* ASSEMBLY; THEATER UJ A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY 4' A-4 ASSEMBLY; GYMNASIUM rr nn LoRyE+t�oAc �i B BUSINESS V - - `'I 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE Z . ' S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS — SEA1TLE,WA Q, S-2 STORAGE; FOOD ELECTRICAL MOTORS, NON COMBUSTIBLES ~Q � *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES; A ROOM OR SPACE — o I 1s USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY. m EXITING/EGRESS & 0 EGRESS MAIN LEVEL PLAN MEANS OF EGRESS (CHAPTER 10) FIRE RATING PLAN 12 CV co 1132" = 1'-0" - r; MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) 0 MAIN LEVEL 0 6 MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) co MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) Z-:-) W N �- G2 . 14 U) bassetti architects EXIT COMPONENTS FOR TOTAL OCC LOAD=180 COMP READ PRVD 721 NW 9TH Ave, Suite 350 DOOR 32" 72" Portland, Oregon 97209 STAIRS 44" 78" T (206) 340 9500 F (206) 340 9519 I I . ...• �� ••;.. ,\'Ar ' CIVIL ENGINEER & LANDSCAPE ,:- Cardno i CLASSROOM 6720 SW Macadam Ave Suite 200, / F f 20 Portland. OR 97219 863 SF 45 T(503)-419-2500 - ,,SY CLASSROOMm c E i wQ1892 SF �, STRUCTURAL ENGINEER i ----\ ••' TQ A ` 45 Catena Engineers :44!l''' < CLASSROOM\ 1500 NE Irving St., Suite 412 !/ CLASSROOM •++O/�t 20 z0 8895E Portland, OR 97232 �\ 900 SF ••+wQ A/ 45 \ r T(503)-467-4980 46 CLASSROOM ..4•/•.3,.. CLASSROOM O\ PLUMBINMECHANIGAL ENGf ENGINEER & 20 •.. tea. �; 894 SF •• . CLASSROOM 45 •+ + E CLASSROO\ Glumac �\ CL SSROOM ° 881 SF 45 6936E \ EXIT COMPONENTS FOR 900 SW Fifth Ave., Suite 1600 It a fir--•• �' 4$ TOTAL OCC LOAD= 180 T(503)-227-5280Portland, O9704 �'' — i 45 .., .6. ...4.- LASSROOM N COMP REQD PRVD 1\\ °%..... ess°sF DOOR 32" - FOOD SERVICE CONSULTANT IL \ • i 45 — — — J \\ �: , �� ••• LASSROOM STAIRS STAIRS 44" 104" g0'••. �2a We0EE Foodservice SE Design )3f 7 .114cu5� kN- / UPPER COMMONS •fag •+� 903 F 300 Ali �� r�'^([�� Portland, OR 97202 a27 SF I 1,012 SF "1 O •`• • \\ (503)-236-8566 + 2 CUSTCDIAL '-'`'.. 40/e6. / • , b. 13 SF1' 000 O/' �`O. ACOUSTIC & AV CONSULTANT - • Tigard High School Land Use Summary Parcel ID 25114AA00100 Minimum Lot Dimensions bassetti 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 (P!) Minimum Setbacks 721 NW 9TH Ave, Suite 350 Current Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet T land, Oregon(206) 340 9500 F 97209 T 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 - - DURHA:1,,,R OA, D BUILDINGS LEGEND T(5fl3)46749$b MECHANICAL ELECTRICAL & 90.03°' — - - -- ..r ._- - — - EXISTING BUILDING PLUMBING ENGINEER --� _ 1 � I , �� — _ I V V _ 1 --.i" Glumac -•••• - --; •` '�. , �- _ - - - - Portland, OR 97204 — — - --- - — ---- - a --- -�- - ---. - •-----_--------- -- ------ - - I 900 SW Fifth Ave. 5uite1600 CL , � r • e - - ! I• - • . s - NEW BUILDINGi T(503)227 5280 a P r �� 7�� "��i i FOOD SERVICE CONSULTANT �` --- --� - ACCESSIBLE EGRESS •'� / Webb Foodservice Design li - _ ; /� 3700 SE Lafayette Ct �I ACCESSIBLE ROUTEI. �� Portland; OR 97202 T(503)-236-8566 NEW BUS DROP-OFF - • ACOUSTIC & AV CONSULTANT �.�� • • REFER CIVIL AND LANDSCAPING PLANS FOR: • • , The Greenbusch Group Ilrj11 rg-� T r �+ 1900 W. Nickerson St., Suite 201 . ,. GRADING PLANS •'� - . '.. - �. � Seattle. WA 98119 \ 1 • __L- 4 1 mT :' ; LI` COVERAGE GALGULATIONS T 206 378 0569 CONSTRUCTION — ' �� PARKING FOR CARS AND BICYCLES i •�`'��r'. STORM WATER DRAINAGE COST CONSULTANT ., STAGING AREA Y — _ , -_4"' • • Ort • r�- • PEDESTRIAN CIRCULATION Construe#ion Focus G' 'l i ' \� • II 740 Almaden St. •' ; ••' LAND USE FILES: Eugene, OR 97402 i - " I � � • T 541-686-2031 •I • . '• �1 PDR 2017-00003 i •• i CUP 2017-00006 y :I. : •ff .• 1L ADJ 2017-00020 - - - '� EXISTING EAST PARKING ADJ 2018 00004 — `�✓� AREA I1. 41 Fl F 1 I / ` \ '•. EXISTING li /_ \ PERFORM + .. • 'TS • •• s G __ il • 1 EXTENT OF PHASE 1 DEMOLITION . , ,�� ,� _ \ ••. (NO SCOP.) ' AND CONSTRUCTION • , ' •• • • / • •• a• I '' EXISTING CLASSROOM II TEMPORARY CONSTRUCTION EXIST! - BUILDING I FENCE GYM \ e1Tr • • • •qh i" • —/ .1- : I , . "t\ L__ .... __ _ . 1 \1 EXISTING SCHOOL ADING DOCK Li \ ..-- . // • ' - \••• \EXISTING .. ) - I AUXILIARY C i, ---- 11;•• - .--- \ 1; • GYM ---� � I v �► \ • j • 411140 jer____________---#.4.5.\ \ ., . , , ..--. . . , ...- -\. •-• \ \ . Ink • ....---- \ \ 7., -- . ,,, 1 �, u ,„ EXISTING - • MEMORIAL,STAIRS `,�� - \• — 4/ �' v fZEMAIf� EXTENT OF PHASE 1 f f t \ --. . '.. _, - ,...-- \ • '— . • 7 W • i , • , , DEMOLITION AND �� , \ �\ I a; . . _ . . _ . . . . ._.,..._. CONSTRUCTION At ,r '� , REVISIONS DATE vAilli 4 ,,,Li.' , _ __ _ .., .---- ,..------ ,� . •• I 1 , _ II°..... › 1 - . . \ . . ...,., < . ,,, , , _,......-------;:-, -.." . . \. ., .. \\S\ . . . , x ...„ ,i.,,,,,e-A\ ,,, ....____.,. . . . ....Y 0 . 1 . , . . , , ..,„,./,- .,--.-'. . . ., , ,...„.. ..\ _ _ _ .. c, I - _ _ ... EXISTING • ' i'� EXISTING PORTABLE STRUCTURES AUTO SHOP (NO SCOPE) • 'NI 10' .. . \\ Nk ...-- •- . TIGARD TUALATIN SCHOOL DISTRICT 1 1 TIGARDHIGH . .. ._____- . .. .., .---- I 1 .,: \ . ,, „,_ . , / ,„ EXISTING .�I .' F SCHOOL I FOOTBALL FIELD TO • V I REMAIN • N� ` MODERNIZATION 1 IE''''-"'A/°°" I ' 9000 SW DURHAM RD. TIGARD,OR.97224 �-- ' I� 7 \ I JOB NO: 16992.00 1 ! � ISSUE DATE: MARCH 28 ,2018 ctJurisdiction Stamp Area 1 1 I I 1:1_ _,,e'D 44% I I I Ci LORNE 1cCO`AC Te.4 •e•se 9f I Z • I } SEATTLE,WA d� J � . a '45 0 .1 •18 ❑ 0o PHASE I - SITE 2 PLAN Ct 03 o TRUE N 0 ZONING & CODE SITE PLAN PHASE I 0 20 ' 40 ' 80 ' NORTH co 0gip1" = 40'-0" c\I1.0 N G3 . 1 0 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 CODE ANALYSIS SYMBOL LEGEND 50>----- OCCUPANT COUNT 1 DIRECTION 2' 34' PROVIDED DOOR WIDTH / STAIR WIDTH REQUIRED DOOR WIDTH / STAIR WIDTH EXTENT OF PHASE 1 DEMOLITION SCHEDULED DEMOLITION AND CONSTRUCTION DURING SUMMER CLASSROOIVf� ROOM NAME _ _ _ •__ _ _ D100+� ROOM NUMBER • USE CLASSIFICATION — Es OCCUPANT LOAD FACTOR (PER OSSC, — / II:I- — II i 20. TABLE 1004.1.1) E 1.900 SF- •- � - 7 i 60 DURING SUMMER •x _ / �* \ROOM AREA I BUILDING IS VACANT — NUMBER OF OCCUPANTS REVISIONS DATE NO OCCUPANTS ff— "-fvLir�l , EGRESS PATH LENGTH I i A II - - - �' I, ,__ Ji„ SCIENCE fr BUILDING 202'TRAVEL DIST. TO EXIT rn STORAGE : STORAGE EGRESS PATH ' N p I fi _ c. ��' Zra W ,�- i 2.7A EXIT SIGN L — ' D--,___ rte-- -FIJI .... -- --- T��` .. �4; —TOOLS -.. -"111111111111 _ ___ ..��- ___ -JVI CORR EXIT COMPONENTS FOR • 400V � � allow ? _ _ TOTAL OCC LOAD=20 • OCCUPANT COUNT AUTO STORAGE • TOOLS I I ll=- 1IIII IIII� 40os I 400U Z._ 4-0" v-- , IIII!llill COMP READ PRVD OFFICE KITCHEN II, II :,LEAR PHYSICS LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB \I DOOR 32" a WIDTHS " _• 334E I 330-E 322-£ 318-E v FOREIGN LANG STAIRS 36" 400N 400L AUTO SHOP " -1 _ / TLT {BUSINESS TECH) 306-E 400M C62 1� m 1 # TIGARD TUALATIN SCHOOL DISTRICT --i— TJL --- ? OFFICE FOREIGN LANG. SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW I_ i______ 3oa-EOFFICE .--�- aooq AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE CL aOOR BARRIERS TIGARD HIGH CE2 ` ;L ELEC. TEMPORARY WALL CE2 CLASSROOM _ -. 400K 400Y BUILT TO SEPARATE 4000 FOREIGN LANG. SCHOOL CONSTRUCTION ZONE 302-E ITh 1 COMPUTER LAB ENGLISH MATH COMMUNITY 40UP FROM EXISTING-TO-REMAIN PRESCHOOL EARLY DAYCARE 616-E s12-E PORTIONS OF BUILDING 702-E 700-E 3 rV1ODERN1ZATION �--- -•- -• --• MATH . — 300-E DURING SUMMER MATH MATH BUILDING IS VACANT 614-E 610-E 4/1I NO OCCUPANTS IIIIE'1111 illl liil.1f 9000 SW DURHAM RD TIGARD-TUALATIN TIGARD,OR. 97224 BATTING CAGE FAMILY CHILD DVLP RESOURCE 704-E - -` CENTER JOB NO: 16992.00 USE CLASSIFICATION (OSSC CHAPTER 3) — _ E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 ISSUE DATE: MARCH 28,2018 A-1* ASSEMBLY; THEATER Jurisdiction Stamp Area CHILD DVLP • TIGARD-TUALATIN A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION 706-E . _ —_ -- FAMILY A-3* ASSEMBLY; LIBRARY W RESOURCE A-4* ASSEMBLY; GYMNASIUM ��,`S.,� �,, - SCHOOL BASED SCHOOL BASED CENTERCL 7 8E \ B BUSINESS C7LOR'NL'.�t�CONAC ' HEALTH CENTER HEALTH CENTER ease 5891 E72 E71 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE •. , r.] S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS Z • ' , . S-2 STORAGE; FOOD. ELECTRICAL MOTORS, NON COMBUSTIBLES — SEATTLE,WA ❑ 1 �a *PER SECTION 303.1.3, ASSOCIATED WITH GROUP OCCUPANCIES; A ROOM OR SPACE __I � �� EGRESS - LOWER LEVEL PHASE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS — 0 1s 0 1132" = 1'-0" NOT CONSIDERED A SEPARATE OCCUPANCY. D co PHASE I - EXITING 1 MEANS OF EGRESS (CHAPTER 101EGRESS & FIRE Ct co MAXIMUM LENGTH OF DEAD END CORRIDORS == 50 FT (OSSC 1018.4, EXCEPTION #2) o MAXIMUM EXIT ACCESS TRAVEL DISTANCE 250 FT (OSSC TABLE 1016.2) p RATING PLAN - MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) LOWER LEVEL 6 w CI,- (.1W Lo N H G3 . 13 bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 4 . f .- CIVIL ENGINEER & LANDSCAPE / Cardno N. 6720 SW Macadam Ave Suite 200, i P� Portland, OR 97219 7(503)-419-2500 N. ' STRUCTURAL ENGINEER / Catena Engineers _ a ' Portland,1500 NE Irving 97232 Suite 412 ` ti T(503)-467-4980 ` 1 MECHANICAL ELECTRICAL & `-'-.. ,—EXTENTS OF PHASE 1 DEMOLITION PLUMBING ENGINEER AND CONSTRUCTION Glumac 900 SW a d, OR 97204 Fifth Suite 1600 Po T(503)-227-5280 N.I FOOD SERVICE CONSULTANT I - Webb Foodservice Design 3700 SE Lafayette Ct. li Portland, OR97202 T(503)-236-8566 CONSTRUCTION FENCE WITH TEMPORARY ROOF t_ , ACOUSTIC & AV CONSULTANT ii—. CONSTRUCTION FENCE WITH The Greenbusch Group TEMPORARY ROOF 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 I - T 206-378-0569 - j -� COST CONSULTANT - 1 Construction Focus . ii;l:� i��i• P. ! -�I 6M��~� 740 Almaden St k�.'..a.�.joi ,.:1 fil _ --- Eugene, OR 97402 • ,_ al Orsi ! C V SRO iFFICE DEAN BAND i { 02A T 541-686-2031 Vii _ ' a_ I I ik... :'ct a —' .L. •—°� a_ I 4 -_f. .r�_— 5T22 P' 1CT.R�IOM1 CHOIR SERVI.i RElg :11.pr__ • MAIN GYM /II „ GENS 2 OURS --� 102 II:OR I. ________=.11 C 3 ____ 1 - i { S 114 RO1.ESTI�R ..- . .ORK !MEP BA DOFF`! E , -� 02C _] I. - -- --- I I 7 ST32 108A I HEALTH7,;,]-11111 _ U _, u:_-. HEALTH ACT MUSIC COMM r__ ai r,,. rrrrr ^—. i- Milia-1 ,wwMh�l I�i� h. Y .i l i.— - 'w' --STORE- 'rI i I R._ •• -- 9 •F1F0G • S O LIBRARY 1 ST21 "Qr•� ,i e71 a. Tk - - -_ _ ��",,i - �, -- c-r- 1 T 1a6 t 411 PA$ ILL r-• rGUITAR Ia�:� fir, i . iI-- �_ • ,• CEPTIONI3T - 100 -' _STING CE "R r _ - A' Y� 19 19 ^ 4 SPEC.ED.CR _ 9 IY�RNIE b ENSEMBLE ROC1N OFFICE ASS IA50N PRINCIPAL SPEC.ED.CR 104 i 1.�-•�•+•.u-.fir-:;raww�r i��.iJ��; - CO2 120 I • k`iw �. I 7. AUL B 'MAIL 17 I 15 13 12 122 '... .,� _ .�,,, _ iii rl � fa"�il>:r�7ij _� y`• 1 20 tea = - I. 11_.__ e T 1 ►� VL 1 CORR _ CORRIDOR ,__ � y._ I--- --� 014 off - 11 y 1 nrr_ ter ` 1_ q ._moo- -�� 6 FFIc ; V d ! i. . k _ Bars TEAK 'J _ Ccros PE Mt' R R OM ROOM VARSITY CHEER-- ^�� S.OFF.& BUSINESS LAB - kr - - la ; OR. . 1•A STOR. MEN=I WOME = STOR. 404 A SOCIAL STUDIES MATH L-1 m -- - 1' ' Q 416 414 412 406 a 218 ENGLISH _.. -. I DAT 216 ENGLISH i JAN WKRM - 41� J ° +nnR 214 4A40OFFICE _ L -_ • 400C . . rli_ r BOILER BOILER CAD l COMP.SCI. BUSINESS • OFFIC OUNSEL4 G � ENGLISH 4A4E 418 LAB CLASSROOM SOCIAL STUDIES 400- . 222 i• 422 408 OFFICE _- 1 402 �c L•; COMMON AREA ENGLISH • OFFICE . 200C 1 212 )) ENGLISH --, 10 - I G ',NEI 1 OFFIC' 1IG OFFI 224 J�—� — OFFIc'�e .� r �� I CODE ANALYSIS SYMBOL LEGEND JOURNALISM I VIDEO 3 I IB 1'1 „ I 1 PRODCTION COMP.GRAPHIC' `V jItACHE Illy Iii I 424 426 440 .- BUS LA:: I. WORKRO i,M ! SOCIAL STUDIE' ENGLISH 1 '' , • WAN MEN ENGLISH ' 200 210 440A AGCOUN h 228 AREER CENTER 238 236 226i 50 OCCUPANT COUNT 1 DIRECTION MAINTENANCE STUDIO \ -,------1-,A,9- hJB ROOM 450 . . - STF! i I _�-- 2'/3,V 450 4A4A 446A— -._ n :n i ______L...._____FI PROVIDED DOOR WIDTH 1 STAIR WIDTH CORRIDOR — - MDF - 0H3 CORRIDOR REQUIRED DOOR WIDTH 1 STAIR WIDTH ---\C(1._. .." CORR aH5 . _ __11 i--- , : —A- ibr=.-. E I ,LF z3B, n_ MATH • MATH MATH MATHS TEXT STOR. !ali 2106 OILS-KIT `EN L 436 438 442 444 324 WORK R ' is 1,'6i 202D TIGERNET TECH ART COMPUTER LAB -----=-, 232 i SHWR LIFE SKILLS ROBOTICS 434 . 202B 202 432 !. COMPUTER LAB I CIRCULATION [ 20 CLASSROOM'� - ROOM NAME _ - ENGLISH •• 1 200A ROOM NUMBER SII ____- - - - I 244 .. D100.________--- 00 USE CLASSIFICATION rr- F ;`°"'"" -� teliett OCCUPANT LOAD FACTOR (PER OSSC, 1 11111 I•ENUE 20` TABLE 1004.1.1 — E - -- CONF.F.BM. ,ONFF. 1 900 SF•--______ LIBRARY —-_ .„u-246A ii 200L 60. �� ROOM AREA R OFFICE- WORKR NUMBER OF OCCUPANTS A 246C • REVISIONS DATE zas --1 ( i 0246DE I • • • • EGRESS PATH LENGTH ELEC 202' TRAVEL OFFICE 400Z STAIR �I 246 _ NO— DIST. TO EXIT EGRESS PATH CI - I OFFIC -_. sf' � 246F • I, � EXIT SIGN r�'Al ELEVATOR MECH. I JY488 248A EXIT COMPONENTS FOR ' ^'y sroRAGE , TOTAL OCC LOAD=20 a OCCUPANT COUNT r2480 \___ _..,,,_.. — I �� { - ---- COMP REQD PRVD / SEE UPPER FLOOR d DOOR 32" WIDTHS s STAIRS 36" 1.. . 1 F [ Li, . . ... ". . .••• . , ,.__L_ TIGARD TUALATIN SCHOOL DISTRICT SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW E o� TEMPORARY AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE TIGARD HIGH EXTENTS OF PHASE 1 DEMOLITION CONSTRUCTION FENCE BARRIERS AND CONSTRUCTION SCHOOL a trI • MODERNIZATION • . . :• : 7- 11111111 L: 11;i11m1J USE CLASSIFICATION (OSSC CHAPTER 31 9000 SW DURHAM RD. E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 TIGARD, OR 97224 A-1* ASSEMBLY; THEATER I— JOB NO 16992.00 A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION a' A-3* ASSEMBLY; LIBRARY 2 ISSUE DATE: MARCH 28 ,2018 A-4* ASSEMBLY; GYMNASIUM CC Jurisdiction Stamp Area B BUSINESS W 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGEA1?C1, S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES r n C� fORM 'It�CONACft v •eau 5831 n *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES; A ROOM OR SPACE Z s • USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS -- ASEAULE,WA NOT CONSIDERED A SEPARATE OCCUPANCY. ❑ - a �o0ia MEANS OF EGRESS (CHAPTER 10) ❑ MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) co PHASE I - EXITING 1 MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) EGRESS & FIRE o_ MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) Ly Ln O RATING PLAN - MAIN LEVEL co vcs EGRESS MAIN LEVEL PLAN - PHASE 1 w n 1111 1132" = 11-0"N41—36 438 cf, r� v J bassett/i architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 / `+ N. f -. CIVIL ENGINEER & LANDSCAPE %/ N. Cardno / i 6720 SW Macadam Ave Suite 200, / '. /� 972 i /:: - T(503)-419-250019 503)-4 9Portland. 2 5001 / STRUCTURAL ENGINEER ,i Catena Engineers ., ',._ 1500 NE Irving St., Suite 412 `_ . Portland, OR 97232 . s . T(503)-467-4980 ` AREA OF PHASE 1 DEMOLITION �_` �' / AND CONSTRUCTION 3�/ MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac .� f 900 SW Fifth Ave., Suite 1600 Portland. OR 97204 i T(503)-227-5280 . s. FOOD SERVICE CONSULTANT s. Webb Foodservice Design 3700 SE Lafayette Ct. a� Portland, OR 97202 T(503)-236-8566 / / � �Lr , f ACOUSTIC & AV CONSULTANT The Greenbusch Group / 1900 W. Nickerson St.. Suite 201 / Seattle,WA 98119 o T 206-378-0569 / �/ d o / , COST CONSULTANT CI - ,_1/ c 740 ASmadenContructl Srl Focus I .1—I I . --- - - I Eugene, OR 97402 I ! T 541-686-2031 i . 1 1 p ! R ! r 6I ._— Ip 7 ' — I I W i 1 j p I 1 p CODE ANALYSIS SYMBOL LEGEND 50?-� OCCUPANT COUNT 1 DIRECTION -- 2' 34' PROVIDED DOOR WIDTH 1 STAIR WIDTH REQUIRED DOOR WIDTH / STAIR WIDTH r -- -1 p I I CLASSROONP ROOM NAME I I I I D100*-----;.- ROOM NUMBER D100 USE CLASSIFICATION # Es OCCUPANT LOAD FACTOR (PER OSSC, REVISIONS DATE 1.1 I l . . - . - - . i20• • 1,900 SF.--________ TABLE 1004.1.1) Ii CHEM.LAB CHEM.LAB 60� ROOM AREA 1 .-•. 323 319 NUMBER OF OCCUPANTS Iy i : • CHEM.STOR. EGRESS PATH LENGTH I I 321 4 L---- - I ' I_: --�t� LA a _. .._ ..... _-_- - . 202' TRAVEL - }•— (EXIT LEVEL) I , ,..,'a .-� DIST. TO EXI EGRESS PATH v 7fT, 230' TRAVEL DIST. TO EXIT — .� J I '` _ 1111111111 I EXIT SIGN -_ • PREP PREP 111111111 , •-----J 315 327 s- �._f LANGUAGES 1 --- S IENCE AB SCIENCE LAB SCIENCE LAB SCIENCE LAB 1 SPECIAL ED. 307 EXIT COMPONENTS FOR 329 325 317 313 � 311 TOTAL OCC LOAD=20 • OCCUPANT COUNT - L_ COMP READ PRVD C �I --- LANGUAGES. DOOR 32" s WIDTHS TIGARD TUALATIN SCHOOL DISTRICT 305 STAIRS 36" EXTENTS OF PHASE 1 DEMOLITION 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 FIRETIGARD HIGH'FO GN L -,) - . . LANGUAGES BARRIERS MODERNIZATION 301 iF _ 9000 SW DURHAM RD. TIGARD,OR. 97224 HJOB NO: 16992.00 USE CLASSIFICATION (OSSC CHAPTER 31 2 ISSUE DATE: MARCH 28 ,2018 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 L.L Jurisdiction Stamp Area A-1* ASSEMBLY; THEATER w A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A1��,r- A-3* ASSEMBLY; LIBRARY 0— `� ` .A._,.., A-4* ASSEMBLY; GYMNASIUM CD {n� �. LOR-NEMcCONAC B BUSINESS V •ease �I9L Irg 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE Z AStA ' S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS — ' £,WA S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES 0 • 1C54 *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES; A ROOM OR SPACE a i 181 USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS ❑ NOT CONSIDERED A SEPARATE OCCUPANCY. co PHASE I - EXITING 1 MEANS OF EGRESS {CHAPTER 101 EGRESS & FIRE EGRESS UPPER LEVEL PLAN - PHASE 1 r 1 , 1 MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) 0 RATING PLAN - 1/32" = 1'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) co MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) UPPER LEVEL Tsw LO N G3 . 15 M r� (./) bassettiTigard High School Land Use Summary 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 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 T500 SF Rear Yard 15 feet Maximum Lot Size None Parking/Circulation Area Setbacks 10 feet CIVIL ENGINEER & LANDSCAPE Maximum Lot Coverage None Maximum BuildingHeight 30 feet Cardno g g 6720 5W Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers DURHAM R 4A D 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 90.03' a... BUILDINGS LEGEND MECHANICAL ELECTRICAL & -� �" 1 PLUMBING ENGINEER :� 7 —,�. ! —ti . �, . _ _ EXISTING BUILDING Glumac - - - --- - - -- - - _ ` '- ' _�. 900 SW Fifth Ave.R Suite 1600 AI Portland,(503)2207 5 80 97204 P �I� !I NEW BUILDING ///7///7///////////// FOOD SERVICE CONSULTANT .� I . ACCESSIBLE EGRESS •-••-••••..••.. tbsbE Foodservice Design 3Lafayette Ct. • \ . .. , , . . _____1-L1--1-- . Portland, OR 97202 • .• LBUS DROP-OFF T(503}-236-8566 ACCESSIBLE ROUTE ma �� . • ` , ACOUSTIC & AV CONSULTANT CONSTRUCTION - •• • - - y The Greenbusch Group • r STAGING AREA • - ` REFER CIVIL AND LANDSCAPING PLANS FOR 1900 W. Nickerson St.: Suite 201 . J, • T . 1 • / GRADING PLANS T 206-378-0569 Seattle,VVA 119 ' �• PLANTING PLAN �r COST CONSULTANT COVERAGE CALCULATIONS �, �I, PARKING FOR CARS AND BICYCLES ., STORM WATER DRAINAGE Construction Focus °`� •• PEDESTRIAN CIRCULATION 740 Almaden St. ADMIN & CLASSROOMS I, k_ N - • Eugene, OR 97402 6 --� hj LAND USE FILES T 541-686-2031 •.1, 00 00 00 00 00 00 , ' ---:-:- � � - ! PDR 2017-00003 �� - EXISTING EAST PARKING CUP 2017 00006 �� ! AREA ' - - ADJ 2017-00020 - ADJ 2018-00003 % , COMMONS I ADJ 2018-00004 J ' \N f I. KITCHEN LOADING , • AREA , - � �� EXISTING H4 �� PERFORMING ARTS j! \ ! .�..,.\ BUILDING I . \ �� i�`+ \ (NO SCOPE) I � f 1 •Nam \ , � ,--- l''''''. 1��1 t � EXISTING CLASSROOM EXISTING ��`� �I,, `� vI. BUILDING : /\,,, GYM �.. 1i,, -// , , Si- + + I •' ' - • lVOL / ' .....„. A' Nt '11..,I \ IE, \ . \ '- / \‘1 \ \ II\'\ r 1V1,41 EXISTING SCHOOL LOADING DOCK EXISTING • " _ . AUXILIARY � ��, f � t ,� �- j� -- . . >ii.jz ' ,''''''''''''''''.7___, GYM .� / . \k • )°"rf"- \\ \ ‘;1•"-\ A • EXTENTS OF PHASE 2 �' + y �),,,eie"., ' °,. . ...,-. .„ . : ,; ,N ',• : ' .; ..`.- .:: : 47 'lfR•��I_b IfO�Y ( ) /� N\ \ ,-- -.,,,,-,4&- \• - ' _.... - 0 ' .' t- .'.(4r4. ' - ' W I \\ \\ - TECH. 7 ..V ,-- ,- 11, *_ . . _ . . �. . . �..� . . � SHOPS ' -4f.--------,7,---•—: _______ \\\\ ‘ a-----j .__- 41111‘4N \ N \ ---..'"1- < A REVISIONS DATE T \ ,- :, / \•, . \ \„),,_<\ ,. ,, . .;.1 . - -\,, \,. , • ,<4> \\.\ t ,. , ...----- ., • ., _, 0 .. , .. ..„ , .•\ \ 4 \ ,- , . \\, , < ; [ - �,• 7- 4 /./ 0 -. : . ,. _� / \\ f • N _ • • << EXISTING . ' EXISTING PORTABLE STRUCTURES AUTO SHOP • �, (NO SCOPE) Ilk Ii � \ �— V/� - tf - i -7 TIGARD TUALATIN SCHOOL DISTRICT f \ ---. <----- / I TIGARD HIGH EXISTING 41?' FOOTBALL FIELD \"" __ \ . , ,- / %� �` r / SCHOOL • ESN \ \ - ' • - ' �� `R �� ; — _ MODERNIZATION w 9000 SW DURHAM RD. 7 N. / 1 # TIGARD, OR.97224 - ti JOB NO: 16992.00 ISSUE DATE: MARCH 28 2018 ` EtJurisdiction Stamp Area W CL ,Aqs_DAiii�iroRyE NrccoNAc '�� • ease 91 z ASEArrLE, WA J ISI TRUE —� o , '2 18 NORTH D CCI PHASE Il - SITE N � IN & CODE SITE PLAN PHASE II 0 20 40 80 PLAN ZONING N G — -- � 0 1" = 40'-0" 0 co N Lo (Ni H G4 . 10 co u) 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 / \ n 1500eNE Irving St., 412 v 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 1 The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 T 206-378-0569 / ( — -1_ - -- � COST CONSULTANT / St. 740 AlmadenCon10n Focus / ~ -1 Eugene, OR 97402 T 541-686-2031 H I Cv # i L r 1 i 1 L 1 i 1 F' 7 I t J 1J -S —�I 111 t H Iz-TLV1QrLHH , ME 1 - AREA OF PHASE 2 El CODE ANALYSIS SYMBOL LEGEND I _ -_I 5 - 11-1I ---i- "- DEMOLITION& CONSTRUCTION c1_,—,T I I Z — 50�— OCCUPANT COUNT 1 DIRECTION I- -�—' 2134, I PROVIDED DOOR WIDTH / STAIR WIDTH r I REQUIRED DOOR WIDTH / STAIR WIDTH Ems- INI _ i� l,• �, PI, G1 lI,` _ • TEMPORARY DURING PHASE•- .--•� DEMOLITION&CONSTRUCTION EXIT COMPONENTS FOR - y ., IN TEMPORARY WALL TOTAL OCC LOAD=181 ru. —= — ' r i �E . ` ROOM NAME 1 COMP REQD PRVD ! —r-v—_ ; .,,G. TEMP. RY WALL CLASSROOM"--- - ROOM NUMBER Al REVISIONS DATE DOOR 32" 90" � ti I. v „ D100� STAIRS 44" N/A ,,._ ' I Es i USE CLASSIFICATION ` OCCUPANT LOAD FACTOR (PER OSSC, �� CERAMICS / 20... TABLE 1004.1.1) 180' TRAVEL ELEC. E-VOCATIONAL �° 1,900 SF6L� 53 DIAL 1.537 SF�8 SCIENCE BUILDING DIST. TO EXIT 2 2 / 2515E X STORAGE STORAGE 600- ROOM AREA BOILER 1 - _ _ - 2? 3? NUMBER OF OCCUPANTS 11 r- 300 `� 0 972 SF r .�r. I - ' .� 4-00 4 ' / 1- . I Il:" 4L • "" :" ' "., EGRESS PATH LENGTH [ UT l E f ^ i. ENGINEERING .4222 119 202' TRAVEL 4885 48n- `• , E 34" 72" 32"/ 144" 45 114 —EXIT COMPONENTS FOR cLassRooM •`.1.194$F �� '"�; / r DIST. TO EXIT EGRESS PATH TOTAL OCC LOAD=39 OFFICE 39> 9ao0SF E 34 % ---1: iiitl. 00 47 COMP READ PRVD 66 SF . — ---. 4 7 j - . a : EXIT SIGN 1 ^CLEANROOM ~ PHYSICS LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB i DOOR 32" 36" COMPRESSOR 200h1 AUTOSHOP AUTO CLASSROOM ] a 334 330 322 318 FOREIGN LANG E-VOCATIONAL ,/ STORAGE (39 E-VOCATEONAL E-VOCATIONAL 50 306 • STAIRS 36" N/A 3007 2,993 SF 976 SF 311 SF EXIT COMPONENTS FOR 185 SF f 60 18 EXIT COMPONENTS FOR 81 TOTAL OCC LOAD=20 • OCCUPANT COUNT ll III I TOTAL OCC LOAD= 36"/ 90" -- — - I 181 I COMP READ PRVD EXIT COMPONENTS FOR I COMP REQD PRVD TIGARD TUALATIN SCHOOL DISTRICT FOREIGN LANG. I DOOR 32" s WIDTHS J —I_. L T -.— I� 300 TOTAL OCC LOAD= 180 304 4 I 36"/ 90'�I DOOR 32" 90" 60 90" I STAIRS 36" ri ARD I-I H STORAGE 7 r_ • ~ I STAIRS 44" N/A v COMP REQD PRVD J STOROOAGE j w DOOR 32" 90" 1.014 SF 9 ' 0 STAIRS 44" N/A FOREIGN LANG. cc 1— I-I L w CLASSROOM CLASSROOM616 2 SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW .I IIo o AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE MODERNIZATION ' MATH BARRIERS E EXIT COMPONENTS FOR883 F TOTAL OCC LOAD=39 45 - CLASSROOM CLASSROOM COMP READ PRVD I 614 610 I DOOR 32" 36" 1 45"/ 114 <90 „ 9000 ARDSWDORH97224D URAM STAIRS 36" N/A USE CLASSIFICATION (OSSC CHAPTER 3) I— E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 12 JOB NO: 16992.00 A-1* ASSEMBLY; THEATER 2 ISSUE DATE: MARCH 28, 2018 A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION �y A-3* ASSEMBLY; LIBRARY I� Jurisdiction Stamp Area A-4* ASSEMBLY; GYMNASIUM W 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 0 LORNENIKO`Ac e Ern 5891 S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES Z r ASEA LE,WA *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 J '�? 1,ca NOT CONSIDERED A SEPARATE OCCUPANCY. ,o i 18 D MEANS OF EGRESS (CHAPTER 10) m PHASE II - EXITING a MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) 1 EGRESS & FIRE ,_ MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) CC EGRESS LOWER LEVEL PLAN PHASE 2 MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) O RATING PLAN - C° 1132" = 1'-0" LOWER LEVEL OD 0 N up I - G4 . 13 1 bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 A �'� CIVIL ENGINEER & LANDSCAPE Cardno �� cE2 �- 6720 SW Macadam Ave Suite 200, ^. �\ E Portland, OR 97219 4 •`rr 1,867 SF \\ T(503)-419-2500 K MEETING "it CLASSROOM CLASSROOM B /4 ••• 20 ' OFFICE ,�95F • SF STRUCTURAL ENGINEER 2 TEACHING Kt�fBI�EN 46 ` �\ 100 OFFICE Catena Engineers 2 192 SF 1900E 1500 NE Irving St., Suite 412 265 SF ` CLASSROOM \ z Portland, OR 97232 / 14 N.,14...... •• ` 20 N. OFFICET(503)-467-4980 C863 SF B 44 BKRMrwO• N. 100 �� 8 „ L 192 SF OFFICE MECHANICAL ELECTRICAL & OFFICE �\ i •6°. 15 F 100 8903E PRINCIPAL PLUMBING ENGINEER 38 100 OFFIG . r I. 199 5E2 B 1165E B �� °� •r' // r \ 100 CONE Glumac 900 SW Fifth Ave., Suite 1600 (10 a • I. 225 SF 2 119 SF IDE\ • `r / \ 411111P' 440 3 100 F 2 CUSTODIA. • +.IAL `• 306 S 300 c64 SF IEL� CUS3+'DIAL `. 4 Portland, 97204 .110 T(503)-227-5280 1 I 96••F P •• � 1fi SF • 0 ASST. 1 II ~'•. 10 \ FOOD SERVICE CONSULTANT I � 1,261 SF VOFFICE \� BOOK 13 Webb Foodservice Design KITCHEN : �� r`rr r 200 jSF r• Portland, OR 972023700 SE Lafayette 1 130 SF • / T(503)-236-8566 1 C+ .+.' 2ALCOVE •• f '1,11:1014V7 G C KITCHEN •` A2 •• / 15 °• 100 �, KITCHEN U5r `.,,► 276, �� ,� \ ACOUSTIC & AV CONSULTANT 3000 --- 4,0p1 411. . .CE a 2 DRY i*- GE FREEZER COOLE --wroaAGE- 100 .64°KI i EN KITCHEN KITCHE — ORAGE- 452 SF \ The Greenbusch Group i. 200 200 — — 5 !I.\`j 2 FSF 200 SF 22_SF = ]' WORK ROOM �� 1900 W. Nickerson St., Suite 201 B Seattle, WA r - Zr'�'`'•••'r� / T 206-378-0569 119 I . ir COST SS /� l • I CONSTRUCTION COMMONS STUDENT RECORDS - Construction Focus CONSULTANT 740 Almaden St FENCE I 11,215 23 SF sXSF asE OUN�- PRACT.ROOM ----,� I' 749 . 1-15.47 — 118 • OFF Eugene, OR 97402 a• i 375 SF BAND T 541-686-2031 il3.... y w..... ,. .. ti• ,«a r;... �' OE 4 •E12,A 108 PRACT.RQOMI 102A r � MN GYM 122 SF \ IOFFICE R j� # 16 STO” • E 2 B j •__r • 5:. OFFICE 100 ° GP 10 �' I 132601 B 1112 SF 7 R t.. a„ .:. r r. 100 2 • t12SF\ a - ROOM BAND OFFICE 110T 114 102 STORA STOR. T OFF' ST32 108A 1 STORAGE OFHCE — OFFICE •1 FICE IDC 102C I 300 g B 00 y .� 39 o____ IDC , — •853 TEMPORARY WALL 112 SF I , 311 L'E121 OFFICE 11 36 STORAGE 112 d: I 2 12 Si3 MUSIC COMMONS) EXTENTS OF PHASE I I Mk, In OFFICE los ST21I. 2 CONSTRUCTION -I!! : ! - ' - ' it — 104 -, H 1940", ! � 1zG 0RNSEMBtE RQOMCLASSROOM SPEC.ED.CR BLrmr : 3 122 120 -:r — . .. CORRIDOR �_s,IF:`'-- 194'-0" ._.. „ T� i 0H6 ' 1 -, � ..; in • I - MFG 'IISIULIIN w�� # . Si �` �n L�` '� CLASSROOMTM ENGLISH ENGLISH �FiL-_- _'^� — a � 100 I 220 218 216 214 Ia {I` .I ��aAN rORAC� -+.��i'� - lo.--1 %� --i1 TEM ^•. v I \ • 1.145�3SF 1 - ENGLISH a —„ .. 11 -- -_ - ...1 222 II fi�.�i ,�i Il IF �u1'-0" _— - t� I Q COMMON AREA ENGLISH IiiiL —& — \ / I E __ I _ 212 E \ 103r �: ENGLISH- \ // ` i2 I 224 __ _ / ` ° Imo_J . _ ... TEACHER r _ \ / WMN MENWORKROOM N / - \ ••;I:AI. .14 -+:r T•, 228 ENGLISH SOCIAL STUDIES ENGLISH - / -- 238 236 _ �\ / \\ 20 226 208 210 1,000 SF 5+ TOILET - \/ \ a 230 L :`.:� _ , N. f�; p - CORRIDOR > CODE ANALYSIS SYMBOL LEGEND IME `= / N _=.Tuna_ I STORAGE A 323BOM STOR / _- 240 STORAGE OFFICE ETOILE T4� / \ }�F 20fi OILETKITCHEN / — - 35 WORK RM: -s'' l zn2c 202D 2/3 OCCUPANT COUNT / DIRECTION / l49 232 SHwR LIFE SKILLS 4 PROVIDED DOOR WIDTH / STAIR WIDTH .. 1 \ ��. 25 ..,_1 202B TIME OUT Il-! 'I 1 COMPUTER LAB CIRCULATION 202 / ENGLISH 242 200A 2ozA REQUIRED DOOR WIDTH 1 STAIR WIDTH Hal7 f ,FL.FL. 1 2443^ r — , I� ' / \ I -71 /it F" _J CONF.RM.CONF.RM r f 2466 246A LIBRARY I _/ 200 C SEE UPPER LEVEL EGRESS PLAN / OFFICE • CLASSROONh�— ROOM NAME REVISIONS DATE # 131 , /' cHEET G2.1c — —/ ..— _ __� 2460 ROOM NUMBER OFFICE WORK RM. D 100.-r 246D las . USE CLASSIFICATION EsM ., / ,,, ' :-3, fr---I F[7,!!! _, 1 OCCUPANT LOAD FACTOR (PER OSSC. °• 2 IC 20' TABLE 1004.1.1) 1,900 SF 606---------_______ ROOM AREA NUMBER OF OCCUPANTS I . .L; i. — EGRESS PATH LENGTH R up Il r .-. _202' TRAVEL SEE LOWER LEVEL EGRESS PLAN DIST. TO EXIT_ EGRESS PATH 199'-0" SHEET G2.13 c_=�_ 7 -- R , I 1 EXIT SIGN I s — I EXIT COMPONENTS FOR TOTAL OCC LOAD=20 s OCCUPANT COUNT TIGARD TUALATIN SCHOOL DISTRICT •C COMP REQD PRVD Gi DOOR 32" • WIDTHS STAIRS 36" TIGARD HIGH . SCHOOL . --,,, - . ,. A SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW MODERNIZATION AREA SEPARATION WALLS, FIRE WALLS, FIRE RATED WALLS AND FIRE BARRIERS r I 9000 SW DURHAM RD. TIGARD,OR.97224 USE CLASSIFICATION (OSSC CHAPTER 3) H JOB NO: 16992.00 E EDUCATION; PUBLIC SCHOOLS, GRADES 9 THROUGH 122 ISSUE DATE: MARCH 28, 2018 A-1* ASSEMBLY; THEATER �/ A-2* ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION LJ_ Jurisdiction Stamp Area A-3* ASSEMBLY; LIBRARY w A-4* ASSEMBLY; GYMNASIUM B BUSINESS CL. . 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE 0S LORNE!HcCONACHI ',ease MI9I S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS z S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES • r SEA E,WA k. *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES: A ROOM OR SPACE C....1°USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS J S 1-090113 l NOT CONSIDERED A SEPARATE OCCUPANCY. m 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 101$.4, EXCEPTION #2) LL. MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) RATING PLAN 66 1132" = 1-0" MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) O 6 0. MAIN LEVEL N w in CV I— G4 . 14 ,,--_,) co bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I ,� r\ CIVIL ENGINEER & LANDSCAPE "'•.•£ Cardno CLASSROOM 6720 SW Macadam Ave Suite 200, / �: 883 SF Portland, OR 97219 • 45 T(503)-419-2500 -_ 1 CLASSROOM • \ • 20 • •• �sO� B96 SF `3; Taw � 45 STRUCTURAL ENGINEER ,, �\ L Catena Engineers '.ri. FCLASSROOM 1500 NE Irving St., Suite 412 CLASSROOM / " OjST o Portland, OR 97232 T 889 Sf T(503)-467-4980 900 SF ' : Q / 45 \ 45 • �\ CLASSROOM •••;r/T ® \ MECHANICAL ELECTRICAL & E f • \\. 8945E ••�"• I -•.•+CLASSROOM 45 •� E CLASSROO PLUMBING ENGINEER \\ 8 120 E SF 2� Glumac CLASSROOM '•.s 45 893 SF 900 SW Fifth Ave., Suite 1600 •••• .••s .� •..� / 4s TPortland, 97204R t'l 898 SF ` (503)-227-5280 a 45 , . �SSROOM • ' O M•• E •°• 855 SF FOOD SERVICE CONSULTANT " 20 jr�� ^` •2�• 45• LASERooM � Webb Foodservice Design 3700 SE Lafayette hik : UST.. 'L UPPER COMMONS T�•••• 903 F Portland, OR 97202461 300 '•-•.,,,4149* '+'( . / . 427 SF tDy, /% 1,oiz SF �, T(503)-236-8566 + 2 GUST.DIAL-/I 68 4/ / : " f �\ELEC _ T"••• ACOUSTIC & AV CONSULTANT O •./ 4. '/. / The Greenbusch Group I nn • I► • CUSTODIAL �. it 6 300 — ••• • \\�\S �\ 1900 W. Nickerson St., Suite 201 T ••••• \ T 206-378-0569. Seattle.WA 119 II 1 ,� T �-- .� / - \-1COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 "- T 541-686-2031 r---I TEMPORARY WALL -1 m II m l AREA OF PHASE 2 DEMOLITION& i CONSTRUCTION ii.i imilmouMMEIME I ELI / :-/ 1- , 1 L—I. I \—/ — ,q n _ _ I CLASSROOM M. i�J� .- - Ma L..1r 1 .L r 1 JI _____..e.1.-`,.'°- 221 CLASSROO = CLASSROOM CLASSROOM " 219 217 215 yo c ryx�7 • ��_u1 Rl ! 5 i in •�• I A nlrl-�.7I r -229-. 1 L. tl I CLASSROOM , ' 32"/ 76" 34 tl n U n El 1 II i TEACHER CORRIDOR CLASSROO , 1�O C L , I� lf' ,T,_ _ y _ � � -, 1. � � � I � � I l `p-%- 339 15 213 1 II u � CLASSROOM / • 225 IT I . 2 _ [1' j i ' TOILET x_ CLASSROOM 229 CLASSROOM CLASSROOM _ -. 338 7 227 32,7 76" 209 i 211 TOILET y / , 336 `STAFF TOILET CORRIDOR 418 CUSTODIAL 349 CODE ANALYSIS SYMBOL LEGEND E ^N1 r[ - 32"/ 76 I j tiiiiih,iil ilk 48 — 1 1 ELEV.EQ. ' 50 ' - J 348 OCCUPANT COUNT / DIRECTION I.T. .. SP I 1 �' _,,,. --T'— .. F'n- - , 345 ` .--34s 2 34 - PROVIDED DOOR WIDTH / STAIR WIDTH /, I �� pL CLASSROOM CLASSROOM CIASSROOP CLASSROOM 20 205203 2017 TEMPORARY - - REQUIRED DOOR WIDTH ! STAIR WIDTH XJ T� CONSTRUCTION FENCE-. I it'� � y SP I—= — _ L- _ '-i- —— 344 \ ROOM NAME / '� \ REVISIONS DATE I '111111111 _ CLASSR001, }'�. \� -z .-m-uaL.w llaIW,966- - -" 7 PAINTING LI DRAWING I �( D 100* ROOM NUMBER 1TER ,RAPlilf s E ° USE CLASSIFICATION E-VOCAT4�IAL 7 31 20 20 - ®.1,398SF ___="%i 1,2475E fl 964 SE - •2s63 �1 49 �t E. OCCUPANT LOAD FACTOR (PER OSSC, TABLE 1004.1.11 •.• v >( ,,....v--_— . CHEMISTRY LAB CHEM.LAB 20 ) • � _ 323 45 1,900 S F� t. + •'E sTu - , .� ❑ ' F 0 60� ROOM AREA NUMBER OF OCCUPANTS �a�sn-c� Y y�• -14133S� k COMPUTER SCIENC — _ CLASSROOM CLASSROOM •a• E EGRESS PATH LENGTH E E •• 940 SF --� J 20 c 20 -1 _ 202' TRAVEL 915 SF 875 SF •• w 46 44 .. Q 'I M'!' DIST. TO EXITS EGRESS PATH Ct FOREIGN ,___JI I* LANGUAGES SCIENCE LAB SCIENCE LA SPECIAL ED p SCIENCE LAB SCIENCE LAB 307 p329 325 317I \ t 313 311 EXIT SIGN COREIGN., LANGUAGES EXIT COMPONENTS FOR L �rPREP PREP 305 TOTAL OCC LOAD= s OCCUPANT COUNT TIGARD TUALATIN SCHOOL DISTRICT � ri PROVIDE TEMPORARY STAIRCASE 49 54 DURING PHASE 2 CONSTRUCTION I COMP REQD PRVD FOR EGRESS FOREIGN I DOOR 32" I• -- WIDTHS TIGARD i-i I G H LANGUAGES I STAIRS 36" •----- 303 SCHOOL tl . - -- _ -- LANGUAGES SEE CODE ANALYSIS SHEET G2.10 FOR LOCATIONS OF EXISTING AND NEW MODERNIZATION 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 2 ISSUE DATE MARCH 28 .2018 A-1*ASSEMBLY; THEATER Ct Jurisdiction Stamp Area A-2 ASSEMBLY; COMMONS - FOOD & DRINK CONSUMPTION A-3* ASSEMBLY; LIBRARY W A-4* ASSEMBLY; GYMNASIUM 0- $0 3 B BUSINESS ,...,(? LORN£McC0NACW 1-4 DAY CARE FACILITIES - CHILD DAY CARE SERVING INFANTS UP TILL 3 YRS OF AGE V •rose WI S-1 STORAGE; BOOKS, PAPER, CLOTHING, SUGAR, SOAP, BUILDING MATERIALS Z , S-2 STORAGE; FOOD, ELECTRICAL MOTORS, NON COMBUSTIBLES — ASEA, E,WA , *PER SECTION 303.1.3, ASSOCIATED WITH GROUP 'E' OCCUPANCIES; A ROOM OR SPACE 0 If_k ISO USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS — o '2 18 • VNOT CONSIDERED A SEPARATE OCCUPANCY. D EGRESS UPPER LEVEL PLAN — PHASE 2 m PHASE II — EXITING 1/32" = 1'-0" MEANS OF EGRESS (CHAPTER 10) �/ / EGRESS & FIRE MAXIMUM LENGTH OF DEAD END CORRIDORS = 50 FT (OSSC 1018.4, EXCEPTION #2) CC P eri MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FT (OSSC TABLE 1016.2) p RATING LAN - MAXIMUM COMMON PATH OF EGRESS TRAVEL = 75 FT (OSSC TABLE 1014.3) 0,3 UPPER LEVEL UJ c\I 1-- G4 . 15 -,--, u) TOPOGRAPHIC SURVEY Oo alcT SCHOOL ,4 TIGARD HIGH CAMPUS LOCATED IN SECTION 11 , TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, Lu z o w oQ CITY OF TIGARD,WASHINGTON COUNTY, OREGON Q L L g N DATE OF FIELD WORK: JUNE 15, 2017 = �' 1-- a) k . j SCALE: 1"=.40' v co co r___.11.71 fa CU '� 40 20 0 40 LI) - j< i i s i� LL cn 25' 25' Q i,- cn O E j=j7,,,j \.r.- ---, _-P ,,„---0 / y E. ---...i . ,s • _ . �' � .I • . -I _ "-- _ ♦moi• f. /• , -- -. as.. .• •- .• •� -i -. � -. . • .••�- � . �• • � � .� - . - � '� 1� � ---tom I L - ,'. -iiiE 200.25 �tf70. �O SD S -SD SD SD y� 20/ . G c G .3 G' G G URH 1 AD G - -198 - G G G - G __.. ._-13- G G G Ge • 182 O can Lu \- > . 1945 3-, '� - - 2130 56 - - 193 i w •-- •tom 2pp' ��198 .19� 19� 200.89 J � .. .. � ` �'�.� ► � sD � - � -;-`�• =_ `;9- ---- �� f� .' rSD • a� � "yam.-J��Eg��• �� SD - .1---1-__-. . i ' • - .- - -ice _ '.•_. : ..". f .. ..„.•_,... • . • • 9 - 200. • _ -__ --- _ � ' • � ' }1�, J • . • • . i O ~� s f. 197 195 i` ��►r / ❑ "-- 1 11", } 199 _I✓!I .t .+ X995. - w•- E. ' 1� ! ,1 •:_� 395 ' "1"3"11111I I s �j = ' LEGEND: ' I '1 ,. +\ 195 1 1 Y. • 2 2 / \ /' •. `� EXISTING BOUNDARY LINE / 3 3 m m / 1�° �� '' � �� A' - - EXISTING CENTERLINE •. I) � '� • +. _ . - EXISTING RIGHT-OF-WAY LINE r *y I I ' ',•• \d/ 1 1g`L X - FENCE UNE,TYPE AS NOTED kII SS - SANITARY SEWER LINE A ,K,...! f ur _ _-,_ JND WATER LINE / ZING - UNDERGROUND ELECTRICAL LINE • r 195 194 194 ��,5 , C, E 195 } 11110 - �v,�D T - UN�cnunLUND TELEPHONE LINE 1 \leo 110,44 9,y y BDC S E FO UNDERGROUND FIBER OPTIC LINE 0 )4\ 201.56 • i 98 qPPIPPPPI . 4 . 1g4 �, / .` �\,.s\�G CTV UNDERGROUND CABLE TV LINE ' 1 I .'• '� ';3 G - UNDERGROUND NATURAL GAS LINE 19'.:. ' - -- I �• } 1 vflO� • "' ( } - INDICATES DATA FROM AS BUILT INFORMATION0 k • ,:u.: ' {. ' 1 I, . •: 6U�V \ BDC 5 NE OVERHEAD WIRE (+) 9 + 200.47 OHW 1111V""'A-1,- �I(� .,„„„„„�,,,/„„„„., BUILDING FACE0 0 I •? , :f I. 193.90 ,. • �' ^BDH S W VV - - - BUILDING OVERHANG LINE p., 205.49 ( : BDCSW - EXISTING ASPHALT SURFACE ;i• N / . , . � � 193.75 *4 �4. • O le." - / ,' 1: ° - c : .• 3 CONCRETE SURFACE•I 11'. .. r;' 3c SURVEY DESCRIPTION CODES a 3. • TENNIS COURT 1 T BDO 3' 193 BDH S W ' f ' (- I • EL= 196.0'+/- I1.-. 96.0'+1 �/- 192.84 [ • • • , > (II(II IO1 205.07 BDC BUILDING CORNER 4F�1 r , \ - EXISTING GRAVEL SURFACE > 0 I m: ' • ~' BDF BUILDING FACE I f �1 / BDC N W' f1 Ij `I'• � " EG N BDH BUILDING OVERHANG ^/ r/� k • 433.77_ _._ LL 1 193.96 BDO# BUILDING OPENING 8 WIDTH (IN FEET) 0 FOUND MONUMENT 3 -:•.r 93/ -B . 8 E / DEC DECK(VOID ELEVATIONS) D 0 Z 1g 76 f EC EDGE OF CONCRETE �~. BDH W END GV 204.64 - EW EDGE OF WALKWAY VI - GAS VALVE V) :.....:-,.,..; EC N .- BDO 6 BDH S END GB GRADE BREAK © GAS METER r .,-; ': 193.70 EXISTING 193.93 204.05 t 1 - -�( -err Ibid - BDC 5 E BUILDING N NORTH GAS WARNING SIGN `/ 96 BDC N E 5 SOUTH :i:: O x_ 202-65 199 88 BDO 6' E EAST SANITARY SEWER MANHOLE' T (n / 193.96 1 V s .,'.. t ,✓� \ .: a ' W WEST 55C 1 ✓ BDO 6' NE or N E NORTHEAST o - SANITARY SEWER CLEANOUT CL ❑ W BOO 4. 193.96 NW or N W NORTHWEST © STORM DRAIN MANHOLELL •$-., i/ C 14 '' a - 193.95 SE or S E SOUTHEAST ,, , ,,. .,. t '8.93CATCH BASIN o •;,'. SW or S W SOUTHWEST ® cK IT 1 ® CATCH BASIN-TRAPPED TYPE ❑ • BOO 6. w �$ i.. ` 193.95 ® L �'�/ ❑ E l i;1 TENNIS COURT ‘.' AREA DRAIN LL EL-194.1'+1- �.. - ` J-:yoft 193.97 BUILDING EXISTING '-' - ROOF DRAIN o ? y. ' �:. ... i� � - FIRE HYDRANT LL 1 B00 3. - FIRE DEPARTMENT CONNECTION o 0 III i BDO 7. 193.97 \./ 194.87 �, • X z BDC S E 4 • s • IYYI - UNDERGROUND WATER VAULT O ;+ X ✓ 197.02 I- 1 J • 3 `g`s ar� BDF N S ® WATER VALVE 1201.37 SD :: i r. I ® - WATER METER BOX i I i BDO 3'FG 26d1F42 S WATER SPIGOT [tJ 193.89 co - IRRIGATION CONTROL BOX a II / .. .� V./ BDHSETOBDF O } i ! =DHS ' k.s 202.69 BDO 3.5' le 1 - GROUND LIGHT 19• BD03'FG (SINGLE) x' ' ..,1111::;7 r '!_ 193.94 - SHOEBOX LIGHT SINGLE BDO T BDO 7. ?' BDO 7. - ACORN/GLOBE LIGHT '•"� • J• EXISTING 193.94 IA �� .. 194.80 194.74 '- 4 lw U ': ', ;9 BDO BUILDING `: i :pH N E 193.96 193-44 - STREET LIGHT(COBRA ARM) To , . 193.86 BD0 3'FG �� ,,N BDC N E S •-. 193 98 a� - STREET LIGHT JUNCTION BOX o i 203.39 2 Q ELECTRIC METER O TENNIS COURT BDO 3. 1 �'� + E - ELECTRICAL VAULT Z EL=192.4'+/_ 187.24 •-:•••' - 93, th H . - r41;;P903C7�j'FG EB - ELECTRIC JUNCTION BOX 0 U) f. i- w a _ - \` III - TRANSFORMER E �p : •', . -J 1g lk ❑ - ELECTRICAL RISER 0 CV / / BDO 3.-^ up • i 93. •' \- ' 187.20 It EC EW 1 - ELECTRICAL CABINET W u �� 186.87 0 vI `� I BOO 3.-- BOO 6' i' _ 1� �� BDO 6' -0- - UTILITY POLE 1:11 s I _ 187.24 BDO 3' ® 186.94 .., 187.1 B i f �f E GUY WIRE UJ fn nj �� i BDO 3. 187.09 /' . �� BDO 7' I- °�' I 187.15 ��+�T�' I /111tBDO 6. - - TELEPHONE VAULT Q Co- SW MARTHA STREET A c �// ' �; 186-94 �Il X • - �� .\ 486.34 0 O f G �� ® TELEPHONE RISER CV 193 �!� i.( - PS ifs Id! 1 190 EC EW EXISTING 0�2 187 04� # l'S 186.86 BUILDING O - TELEPHONE MANHOLE RI W / i -'}f I TELEPHONE WARNING SIGN • BDC SW `" I ` BDO 3. 185 26 FIBER OPTIC VAULT - ► v.. �� - 187.21 .I .-~�',- I -NO DEC W BOO 3. BDQ 10. 187.04 © - CABLE TELEVISION VAULT REGISTERED AL \. U, 18fi.12 ♦ BDO 3. O •r •8 • 187.16 BDC 5 E � 187.04 m - CABLE TELEVISION RISER PROFESSIONAL "terr y u 186.34- BDO 16. BDC S E �� iEc N 4111:1‘...0* BDo 3. LAND SURVEYOR cu I S� ;� t 186.11 185.25 �I��. :DCS 187.09 . - TRAFFIC SIGNAL POLE DATUM: BDo _ .IIS. = cS 187:05 E ;. 186. _ � . DEC W CC - TRAFFIC SIGNAL POLE AND STREET LIGHT 0 U ._.19.1. ELEVATION DATUM:WASHINGTON COUNTY(NGVD 29) BENCHMARK:#179-1-318"BRASS DISK 2 C GB #. . 87-06 8, - PEDESTRIAN SIGNAL POLE y, • �' �I LOCATION:SET IN EAST CURB OF SERENA COURT,47'SOUTH OF THE ® 187.18\•AG. A �, 4:111;\, ...‘10, SIGNAL JUNCTION BOX OREGON cn ) f\ ELEVATION:TERRIOF SW DURHAM ROAD "r S BDO 3. Q -'f-�QJ\A7 ,o°� \„G CO 12,L 1.83 -----f.:2:\ + \ �jy BDC NE SE 186.22 B ®� �� s wD-O BDC N W STP JUL 56544 005 186. 9 o UNKNOWN CLEANOUT ERIC D. LYNCH EXISTING O 3 STAND PIPE N BDC AP • 186.03 184.59 0 CD BASIS OF BEARINGS: 18721 O BUILDING 186.16 ` 187.16 ` 1$496DC N E O RENEWS 12/31/18 c O 7 C UC BDO 3. - UNKNOWN MANHOLE . hi ....,--...LBASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD PER BDC AP TCS S E OST rP .i.\ 87.17 BDC N W ❑ UNKNOWN RISER 3 O • ''' 187.11 '� I" DEC E 184.95 D CV U.S.B.T.003,PAGE 508,BEING NORTH 89°49'44"EAST. 4471- ---BDC AP 7.15 r BDC AP SHED ® - UNKNOWN UTILITY VAULT } us ; ,�, Boos. *III•-184.92 DATE 16/20/2017 �' �°� "" 186.71 186.14 :DC S W + BDC AP 'H ' UNKNOWN JUNCTION BOX 797 - BDC AP TCS BDO 3. 186.21 1:• 78--- Y iti DRAWN I EDL NOTES: 186.13 !STING r HVAC UNIT • W 186.89 \F2\BD BDO 6.2 I 2 od I • ' - BDC S EILDING 186.21 �+ B8 C 3P SHED # SURVEYQR I EDL :"----, 1.MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF STRUCTURE. --BDC N E HANDICAPPED PARKING SPACE CL cn BDG N W CHECKEDBN E 185.85 186.28 BDC AP SHED Lo O j BDO 3. 186.25 184.93 0 BOLLARD UNDERGROUND ACCURACY STATEMENT: 87.16 ._/ 186.24 195 t-BDC o P FLAGPOLE PROJECT# 12171281 ifi m DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS WRG POLICY TO \ 16018-5 �5 oGPSHEET TITLE <1 NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. THEREFORE,ANY ELEVATION GATE POST O t] > INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY OF PLUS OR MINUS 0.2'OR GREATER(DEPENDING ON r 0 MAILBOX TOPO N p r 1 DEPTH,SIZE, FLOW,AND CONSTRUCTION OF MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN UNCERTAINTY OF SIX INCHES OR `. Cl BDC N E SIGN POST MORE(DEPENDING ON DEPTH,SIZE, FLOW,AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED,THEN �S+ 'I 185.85 SHEET NUMBER •• ADDITIONAL TIME, EQUIPMENT,AND PERSONNEL.WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS INFORMATION. +� DOUBLE POST SIGN E 1 (!1 185 72 * - CONIFEROUS TREE 1 F 2 O 6 I I / 185.49 a_ it AG - DECIDUOUS TREE . 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I I A O z z 71 z c O D DD �� -"-"—� /L t I DATE I DESCRIPTION I BY TOPOGRAPHIC SURVEY N) rii m c- n < * 1 18/2/2017 I AbbN'L TOPO/ BUILDING TIES I EDL X � Z rZ Dip Cardiio (I, -1 – 0' Shaping the Future X J � m TIGI\ RD HIGH SHOOL Two , c,� N0 cnm7 N m m CD "I'r' o �' m PORTLAND O ti o O N w � � Z m oz r*� N z a I TIGARD-T U A LAT I N SCHOOL DISTRICT 6720 SW MACADAM AVE.,#200, PORTLAND, OR 97219 co xi TEL:(503)419-2500 FAX:(503)419-2600 Na) I I www.cardno.com I TIGARD, OREGON 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 VV 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 CIVIL ENGINEER & LANDSCAPE 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 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(1.5')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, 1111 NE Flanders St.,Suite 206 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 D.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 C-478. 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 3700 SE Lafayette Ct. 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 Portland, OR 97202 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. I T(503)-236-8566 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. The GreenbusCh Group OF WORKMEN. 12. CONTRACTOR TO COORDINATE AC PAVING GRADES WITH CATCH BASIN RIM ELEVATIONS TO 1900 W. Nickerson St., Suite 201 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. Beattie,WA 98119 13. NO DESIGN MODIFICATIONS NOR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT DISCREPANCIES THAT MAY CREATE PONDING. T 206-378-0569 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 . SURVEY MONUMENT. COST CONSULTANT 14. ALL EXISTING ASPHALT CONCRETE(AC)PAVEMENT AND/OR PORTLAND CEMENT CONCRETE(FCC) 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 48nQ HOURS PRIOR FOR RESIDENTIAL PROPERTIES AND 72 HOURS PRIOR FOR COMMERCIAL OR CRII) INDUSTRIAL PROPERTIES,NOT COUNTING WEEKENDS&HOLIDAYS. FAILURE TO PERFORM WORK Shaping the Future WITHIN THE STATED TIME WILL REQUIRE RE-NOTIFICATION. PORTLAND 17. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD)AND ODOT"MANUAL ON TRAFFIC TEL:(503)419-2500 FAX{503}499-2600 wrvw.rartino.com 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. 18. DURING CONSTRUCTION,THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF ONE(1)SET OF APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 19. THE CONTRACTOR SHALL VERIFY THE RESTRAINED CONDITION OF EXISTING WATER SYSTEM PIPES 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. ADATE c�5ot��N�F�ss��y c�, F. 9 y 7 28PE r /, . iis� l� ORE � r4� 09. 2°°1\ -a 97 'EW C. ' E?(PIRES:12!31/2018 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 EtJurisdiction Stamp Area ^W 0 0 z 0 0 m GENERAL NOTES Ln O oi co CS w N b C0 .00 COCO I Ii �,. I I I i I I I I ,�,J VIII M EXISTING LEGEND :� _.�� s 171 _ 'l • • ,,, _ II�� Z� . . 1` _�I�r�A `l' -- -- - EXISTING BOUNDARY LINE II r o - SS , `sS ,�. ' EXISTING CENTERLINE �. " r-� - F� -•ra��'' .� S$. - - SO+Irl ��-- --- - _ 4 _ _ _._... ' E 5D SD 5`lJ - � _ •. �6--� � - _ EXISTING RIGHT-OF-WAY LINE � � n G G G G fi - G G G G G G G G G G G 6'- G >� - - - - SECTION LINE r © \- ' - ©_ ' ` J.. 5 _ -_-_ 95.0' - - - - - - -,m,,, - = y9� 11_ t • �� _� - x FENCE LINE arse SW DURHAM RD - �.��--� ROW SD STORM DRAINAGE LINE 20d- - F -----198. X196 O /, - it`i fig, • •141*- SS - SANITARY SEWER LINE architects O - - _- }}.,, 50;0 -� = _ _-- � _ s - - -- "�r. w - UNDERGROUND WATER LINE L5 • LS LS F` :_-- ::..:! " L5 LS ---:---T-7 - _�S _ _ - ��' ' `. y.•r• - i . .: .. i ►ws -'+: )'I /^'\ UNDERGROUND � � - .�� r 'IL EELECTRICAL LINE T1 _ �1 • '-*-- -CV sty:�� e - - ., w - T "_,�---^�- 1. - - - _ - .. _ _ .. ._ O v.- ._ 2a� vv ASPIC' - (/r rr * �r vv ry _ AI& ■r F- wsys+�r�� T UNDERGROUND ND G U TELEPHONE LINE L® •�, ,, • • , -� " - - - - - - t ' 9s v� is Ave, Suite 354 iir, I r ' 1•• � I. ..1 .,. 797 !! IX-- -- _ ! �„f r) ( FO - UNDERGROUND FIBER OPTIC LINE . _ - 21 NW 9TH I c . LS 1 `F �. ! ry ��. Portland, Oregon 97209 a. _ -- _ _ moi'~ WATER VAULT " ybi • civ UNDERGROUND CABLE TV LINE T (206) 340 9500 F (206) 340 9519 I 15 �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr07,„„,,,„„„ G UNDERGROUND NATURAL GAS LINE ELECTRONIC / \ - I.s3 .; >c m m 3 READER SIGN �" 0, \\\ 0• 992 1 .! }f ( ) / / INDICATES DATA FROM AS BUILT INFORMATION I, 97 6 _ O - lip I \ MONUMENT �" oHw OVERHEAD WIRE CIVIL ENGINEER & LANDSCAPE f "' + 196 __ \ GN - . �." - R�� i„„„,i„,��,�,,,��,,,�i�,ii,�i, BUILDING FACE 6720 SW Macadam Ave., Suite 200 �9 + • EXISTING r / - �5v _- Portland, OR 97219 yr' " 30.0' • r BUILDING BUILDING OVERHANG LINE ./ '' .., °'.. \ '' . '• (AUDITORIUM) T(503)-4192500 4 . . ROW •:f ' I I ( - s "`. F 7�3 �. '� • • _ - EXISTING ASPHALT SURFACE ' _ .� \-995- - +\°'t.� 40 l = ` • STRUCTURAL ENGINEER O 1 a Sol . _ _-- -- - -- - 5- - _ �� 49.0_ +.j *� - EXISTING CONCRETE SURFACE Catena En ineers / g 7. 1110• _ <jL\\:_,,____-_,3,_:.-_-_-: �r�r e'+ � EXISTING GRAVEL SURFACE T(503)-467-4980 ,, • o AL & \� = 19rr r �,, .>. MP ' 'Oil* � ..: ' PROTECT AT ALL TIMES FOUND MONUMENT MECHANICAL ELECTRIC �� , X -- $'� 19' .' o . • - - g ,a- ,�, GV PLUMBING ENGINEER 1 \ J `3, ... M, .( . ;. • °• o - GAS VALVE �; Ag " ,. •1 . •� , d-',...le • COVERED L,- Glumac € I 994 r''1 4 ';. ` - - - , f : / r �� a s i GAS METER i s FLAGPOLE __ y►. BIKE RACKS �, ,,,s 900 SW Fifth Ave., Suite 1600 %� i9 `�• (32 SPACES) GAS WARNING SIGN Portland, OR 97204 ,: ua i TICKET i • • - ,► 1111-11. �..: ` CE.', o i � •• T 503 227-52$0 I , ✓ a \ ® SANITARY SEWER MANHOLE ( ) f + xc 1 I i i o BOOTH . r LS a �,�; SSC SANITARY SEWER CLEANOUT z r ( � �, . .' ' \� �E �� FOOD SERVICE CONSULTANT It ',, . St .. I I , . �> cry �\ • '.. OD - STORM DRAIN MANHOLE C CO SU `#900 o k 996 BIKE RACK0ilt " � a • �� I - CATCH BASIN a Design 0 \ Webb Foodservic D ` �: -._ TENNIS COURT _•___ '_ I '• • • :~ • -t. 3700 SE Lafayette Ct. 5 , + ' EL=196.0'+/- .'" ;`.., ' ' \ \ �� ® - CATCH BASIN -TRAPPED TYPE Portland,OR 97202 �. . / �•- / \ _ T(503)-236-8566 1 'tio,1 ' I ri) , ' ' ewIlk> TIGARD ® AREA DRAIN ' I � �F 3. CHOOL \ '- - ROOF DRAIN • r �9 ® , " ' HIGHS - FIRE HYDRANT ACOUSTIC & AV CONSULTANT IV i ; . , �' .:.f . _ \ \:**, - FIRE DEPARTMENT CONNECTION The Greenbusch Group g r I \ _ 1900 W. Nickerson St.,Suite 201 W UNDERGROUND WATER VAULT Seattle,WA 98119 _____ff _��1 .'. �f ,',� - i ® - WATER VALVE T 206-378-0569 q -.. • _- `� . CAFETERIA 1 © € .. i I x--.."'995 ,' -- \ \ ° \`��\� (CAFETERIA) ® - WATER METER BOX oro �'i.: \\ \ - WATER SPIGOT COST CONSULTANT ' . , f� EXISTING .4 0,, 1 - IRRIGATION CONTROL BOX Construction Focus La. z,� ; BUILDING \ • \.. �ia f rn v (MAIN GYM) \ -, , GROUND LIGHT 740 Almaden St. a \ TRASH I �❑ SHOEBOX LIGHT (SINGLE) Eugene,OR 97402 '` 1--- .-- ,. A93--_ p \ • "� COMPACTOR `- - ACORN/GLOBE LIGHT T 541-686-2031 'I.]' ¢ r = ---._....-_Ct -t94.t'+7=__,. __..- i _ \ - �- • �, • RECYCLING p STREET LIGHT(COBRA ARM) TENNIS COURT 111 • \ UPPER BUILDING FACE\ / Iv` CONTAINER - STREET LIGHT JUNCTION BOX \ 0 - ELECTRIC METER I'',� r i , .,' /1111111Jiiiiiriiiiiii�Iii�iii� LS / \ !� ,. o E - ELECTRICAL VAULT (1Ir, Carano \ EX 4`w/yr r / • _• ^. . � �,�`a� ■ ( ® - ELECTRIC JUNCTION BOX Shaping the Future • •.': : �\ C EXISTING 1\ / TRANSFORMER PORTLAND • a� - �; / / BUILDING �+ 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 � ' / ��►'�� - ELECTRICAL RISER `�� -..moi SD :.. I _i';, •../ EXISTING ' • `,..LS \\ /// // �' � y '* I - ELECTRICAL CABINET TEL:(503)419-2500 FAx(503)419-2600 •• LS', E -Ede � 1 1 X.----_- •;•-. ..:. Imo\ • / - - - UTILITY POLE . 994 - :•� BUILDING .. I 1 RECYCLING wwwcar�irro.aom �., (AUXILIARY GYM) is�. `\ CONTAINERE- - GUY WIRE 3T •0 Il \ le _ `_•/ :". : `�° _ `� 20 YARDT TELEPHONE VAULT 4B 1 II.' - �`\\ 4 i . '� '�•° DROP BOX ® TELEPHONE RISER 10 + _ (TRASH) © TELEPHONE MANHOLE L''''S‘ .\\1;® , �� TELEPHONE WARNING SIGN �� / �:: SS - „ �' � ° ` F FIBER OPTIC VAULT - TFNNIs COURT 5 - --- __ 1•1 o SC A+ 0 ' CABLE TELEVISION VAULT EL= 192 4'11- ' . L5'•.' \ ,� , . oG113t1IL -- --5L _ trem CABLE TELEVISION RISER �----_ -' . -. . '.1-7. " , �, \ `c,S1 0 TRAFFIC SIGNAL POLE ' °o • x RAMP TO FLAGPOLE • I '.; • 79 - TRAFFIC SIGNAL PALE AND STREET LIGHT �I I` �.I DOOR :- F `.' % - illlOUTDOORS \C•1 j►ocr - PEDESTRIAN SIGNAL POLE 9 SCORE BOARD , i KAUTZKY PLAZA { �'� `•.•` S1\ _ 1:$ - "� I STAIRS `f/ c�\\\,'D\ �G ° - SIGNAL JUNCTION BOX 21 MONUMENT :.i.-- .: ,'L r � CO - UNKNOWN CLEANOUT :rr% s a BOULDER . N . LS 0 I \ 111), " Os I �� ,1 ® �E- r �', �� \ +�°� ' oTP - STANDPIPE \\\ l G r ii ilii �i 11111 i/ii�i ii� 'k. cP�o Agp / X - UNKNOWNMANHOLE ' SW MARTHA ST - _ 4c E�ik� 992 Q r l �� L �� -- '- �� o� 4kr - 187 T .. - $ / •� a•> o ti MEMORIAL STAIRS .` 1 '- LS -- �. - .: -- �;� ti _ o, � � ca ° -- - - -\'� � :.- �c� .010. UNKNOWN RISER e • WATER VAULT CO CO �� x 1 Q , �G ` ® UNKNOWN UTILITY VAULT -�, 1 _. v� �' CO �` (AUTO YARD} + �•�\\�Q\� I+ .- ' Tfrfr4110 - r \ IZ - UNKNOWN JUNCTION BOX A DATUM \ 6J .•►'� ,•+ \ v - HVAC UNIT CD o o - BLOCK "F FENCE • \C'-} G \ r - ,• N WALL ELEVATION DATUM: WASHINGTON COUNTY(NGVD 29) AHANDICAPPED PARKING SPACE ED -1,61 rr TURF FIELD �.y .� 410V0111/,, ,'s` \� G •r r � � ry'" z . BENCHMARK: #179 - 1-318" BRASS DISK f86 . l \ 5� Nc- SQ4n - BOLLARD • iN c.) < . LOCATION: SET IN EAST CURB OF SERENA COURT, 47' �«' ./, _�n l5 �\ FP =� ► ` � ° - FLAG POLE - , .- SOUTH OF THE: CENTERLINE OF SW DURHAM ROAD `�;O, \r1 /f r� P GATE POST • 4ti • ELEVATION: 199.69' LS 'I-\5 v�' �+ //// CSC' ° MAILBOX i CO 1g� ' a , s DRINKING �ca ` O� p\� /// cJ \ CjBASIS GF BEARING ;� ;�� c+` o\�' _ / -.0- - SIGN POST ; EOUt3TAINi . ca. co �� \�DT - ` , , BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD '�� EXISTING N,cp\-1-44 ff �� " " DOUBLE POST SIGN • CONCRETE ©�"�` v �` rAB '',01 ,' .a 0 :v WALL MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD BUILDING p� 9\� X I I BENCH �9. 1 '� ►mss. \� GPl0 z 1 - - • . PER U.S.B.T. 003, PAGE 508, BEING NORTH 89°49'44" EAST. �f ` op (AUTO SHOP} ' `� *r: `.\� r. '�'�' \ ` - CONIFEROUS TREE _ ' ' NOTES - _ - _.. � � ~'cy � Y � 16.. � - DECIDUOUS TREE SHOWN HEREON ARE TO CENTER OF '1 ' \N _ t• -- • MNL , NOT CENTER OF STRUCTURE. ARTIFICIAL TURF ss 0 � � ;` ' � ifil ,,; BASEBALL FIELD � \' � � \� -- NRROUND ACCURACY STATEMENT , ® j ��\`'G�- �;• �� \ _ TRROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION �, �r 1 0 At ` \��\ \�G��,1 �r � � �maR -�� DATE • il.;1.-r:IDLAI-:x:11:1-SLEI:g DRAWINGS. THESURVEYORMAKSNO GUARANTEES THAT THE UNDERGROUND �7 '��_ WN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR + �� fiii $P - - - �- h f,l,ilii- , ' r' ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND ��/ IH IIDJ ` tri 186 6 II .. : r\ 4%p-� Vilk. IL UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY _ 18 ....-1r* a �, I v � - �; ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE -- S . I" - `' I �PIROF�S I HcH AZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT �w�A� �S I1IIIIIII+P ,; \! rii ow I s �c<*-N�,INFf S/may F, 9 �\ IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND -rt- BOLLARDS Ili. 7 �' 9 E) PRESS - �` 7:•28PE r �I 1 SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN i .� \ _ _ __ �._ s� = lid ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES- THE BOX ` i '� l � �� ,r'� j rim SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. -� "‘ ♦� ORE # STORM DRAINAGE TABLE: I - ' • vq Qo'\ co SANITARY SEWER TABLE: ri II;I ;f - ‹ �9 w,i. o_, a `„ OCATCH BASIN O CATCH BASIN O CATCH BASIN 11 CATCH BASIN 1B STORM DRAINAGE MANHOLE 21 STORM DRAINAGE MANHOLE 24 STORM DRAINAGE MANHOLE 0 SANITARY SEWER MANHOLE O SANITARY SEWER MANHOLE op ,"��mi m "i 0 �j r , II NEW C'`�� RIM=200.38' RIM=199.52' RIM= 196.30' RIM=192.85' RIM= 193.65' RIM= 193.12' RIM=188.35' RIM=192.20' RIM=200.86' i 10"CONC(N)=197.78' 10"CONC(N)=197.94' 12"ADS(W)= 192.50' 12"ADS(W)=190.28' 8"CONC(E)=187.65' 10"CONC(W)=188.48' UNABLE TO MEASURE 8"CONC(N)=183.42' B"CONC(N)=189.89' _ � -;o EXPIRES:12/3112018 SUMP=197.78' 12"ADS(E)= 197.16' 12"ADS(E)= 192.18' 12"CMP(E)=189.92' 8"CONC(N)=187.65' 12"CONC(N)= 188.48' BLOCKED AT ALL TIMES 12"CONCR=183.36' 8"CONC(S)=189.80' Ir SUMP=195.80' SUMP=192.29' SUMP=189.96' 12"CONC(S)=187.55' 12"CONC(S)=188.3T 10"CONC(E)=183.30' 10"CONC(W)= 189.56' , , 2 STORM DRAINAGE MANHOLE 25 CATCH BASIN 10"CONC(E)=189.51' l RIM=200.62' O CATCH BASIN O CATCH BASIN 14 19 STORM DRAINAGE MANHOLE CATCH BASIN 22 CATCH BASIN O RIM=191.93' gip SANITARY SEWER MANHOLE , 4 TIGARD TUALATIN SCHOOL DISTRICT 10"CONC(S)=197.72' RIM=198.94' RIM=194.60' O RIM= 192.05' RIM=194.47' O RIM=191.79' 4"METAL(S)= 19t03' RIM=198.21' co SANITARY SEWER MANHOLEO I.' �� f 15"CSP(NE)=197.67' 12"ADS(W)=196.89' 18"METAL(SE)= 190.64' 12"CMP(W)=187.60' 12"CONC(N)=191.52' B"CONC(W)=190.09' SUMP=189.78' (N)=188.33' RIM=196.32' ' I --- - TIGARD HIGH (15"CSP)(W)= 197.62' 12"CPP(N)=196.64' SUMP=190.72' 21"CMP(N)=187.36' 12"CONC(S)= 190.92' SUMP=189.99' 10"CONC(W)=188.33' 8"CONC(W)= 191.15' FULL OF WATER, UNABLE TO 21"CMP(E)=187.30' SUMP=190.92' 12"CONC(E)=188.06' 8"CONC(N)=190.97' ,_,L MEASURE PIPE SIZES 0 CATCH BASIN 10 STORM DRAINAGE MANHOLE 23 CATCH BASIN - - SCHOOL RIM=199.11' RIM=194.49' 17 CATCH BASIN Ci CATCH BASIN RIM=191.78' 4110 SANITARY SEWER MANHOLE 4110 SANITARY SEWER MANHOLE SCALE: 1"=40' OCATCH BASIN SUMP/IE(W)=197.21' 12"CONC(NW)=188.41' RIM 193.26' RIM=191.73' 8"CONC(E)=187.88' RIM=200.19' RIM=186.01' ` MODERNIZATION RIM=200.32' 12"CONC(SW)=188.36' 8"CONC(S)=191.51' 12"PVC(SE)=189.78' SUMP=187.43' 10"CONC(W)=189.04' 8"CONC(N)=180.86' 40' 20' 0 40' j 12"CONC(N)=198.60' 0 CATCH BASIN 12"CSP(W)=188.33' SUMP=191.51' SUMP= 189.13' 10"PVC(N)=189.44' 8"CONC(E)=180.76' 15"METAL(SW)= 198.11' RIM=198.26' 12"CONC(SE)=188.29' 10"CONC(E)=188.99' KEY MAP SUMP=197.98' 12"CONC(E)= 194.26' 12"CSP(E)w 188.24' 9000 SW DURHAM RD. SUMP=194.26' SCALE: 1"=400' TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 Jurisdiction Stamp Area ^W 0 0 Z_ 0 D m EXISTING Ct CONDITIONS p PLAN oi co 0 N lin iii CV H C1 . 00 I �� I I `I I I I I I I 1 I , rr- - I _.-- . - ,gr _ Ill, ;4 ��''" U. O /1. - I ® O ::= T EXISTING LEGEND �� f n .- . j _ � . � - 1� '�� - m _ _ _ - 1.___7A.,,..' � �� EXISTING BOUNDARY LINE vi? ' � . ss- . ��--�-`� -�-�. �: r� - � �. ." EXISTING CENTERLINE _ • . .__ � - . - - ..... :,� � -- - - - _ - _-- - '`r:,.. - - EXISTING r • —SD s6 "`"" 56 96 Sts - `5a— _-_ E S G RIGHT-OF-WAY LINE j,' G I 4 G — r • - - - - - SECTION LINE GGG G G G G G G G G-� El 5D STORMDRAINAGELINEbas ,yt1ti architects off, 3 Igo -1-98-- 1`J' �gFi © ,, '� � . A. SS SANITARY SEWER LINE -@ � � � _1110 . � �. _ - ■ m m � rm #l�l� _ Ns u�aw. rr ■ � 47_ .■i7 �7 � � s � rrrrri r 15� � �. ■ :._ ■ ■ �, — — rara � rafi :111:01,11 m 4.., _� � m _ — w - UNDERGROUND WATER LINE -- c� _ . = - y _ - -_ _�- s2 E - UNDERGROUND ELECTRICAL LINE Ls a LSLS 1 _ ___ _. / T �m • ;;,;' F w v�, _. ___ T UNDERGROUND TELEPHONE LINE • _ _... = _ _ _ _ - 721 NW 9TH Av uite 350 L* R •. r .rte — e S:. - _ �,, Y �. _ Illrai I' Ls (3} (3) ��.. FO - UNDERGROUND FIB: TNE R Portland, Oregon 97209• _- 16 DERGRND CALE TV LINE T (206) 340 9500 F (206) 340 9519 } _� f -- LS Aiii - ® LS p y11 '1iitiiiiirrriiiiriiirirriiirirririiiirrrrririiirirr G - UNDERGROUND NATURAL GAS LINE�� .8 /Apr ELECTRONIC v* g �;.': I .. - READER SIGN % m ri„. . .: � .: m 97 96 �� m R a / ( ) - INDICATES DATA FROM AS BUfLT INFORMATION�I► MONUMENT10 - 9 OHW - OVERHEAD WIRE CIVIL ENGINEER& LANDSCAPE r v, ' -- .10 •■ SIGN g r`W' „�. - BUILDING FACE Cardno " ,, a ! '4 �~ EXISTING 6720 SW Macadam Ave.,Suite 200 / / 4F / ® / * , Alt - BUILDING OVERHANG LINE Portland,OR 97219 ' - For © �#4 . 16 '� ��► ' BUILDING00 �' `� - �1.�, '.� T(503)-419-2500 (AUDITORIUM)` ;; t . �. LS ,�- I - EXISTING ASPHALT SURFACE I .., ,.. # ., \_ ..416. �''' - I STRUCTURAL ENGINEER if: ,; 001 - _ _ _ _ - 1' : :c: `. �© ��': ' °��` .4 ,, a - EXISTING CONCRETE SURFACE Catena Engineers ! ' o .� `t * 1111NE FlandersSt.,Suite 206 Imo. T9‘..:_r.... , . 0,„ MPortland,OR972320I ? lfr‘ p !Al079 :,4, 7� g I - EXISTING GRAVEL SURFACE T(503}467-0980 I . . tfr ,, �: O FOUND MONUMENT II i e, v ,,:.: - ', .0411,. . MECHANICAL ELECTRICAL & '� , -• . LS m ° lf: iA. •: a b II GV PROTECT AT ALL TIMES PLUMBING ENGINEER I. Jil Ell c: r 9 ;�� .. yam- `$ ° ° r _ COVERED RN D4 - GAS VALVE Glumac g I ,, �� ` s� _ ° ❑o - GAS METER 900 SW Ffth Ave. Suite 1600 i Ii r, • i t�► �j.7�R► �,��i. FLAGPOLE . r� �►./ �'+,Ell �� o BIKE RACKS r a LS rr,� ` +1►+*►, �� a o • B .60 - a@ i (32 SPACES) - GAS WARNING SIGN Portland,OR 97204 fo(for t. � a .N aOS - SANITARY SEWER MANHOLE T(503)-227-5280 III . 10 ' e LS ` � w ' '". SSCo11;• w�� -. SANITARY SEWER CLEANOUT Z j� r 16 ` . //r �; °b .�..�.1,ili�i�l.--.� �•• �'♦ �` ;�' - �c�*- . FOOD SERVICE CONSULTANT D a, 1 ;/ .5ir�� -'I�.�.�. • O - STORM DRAIN MANHOLE `` j /19; , ,' +� �� : �► --- �• ♦ > aV- Webb Foodservice Desi n V900 © I !J� C . •�4 4114yAra....�.. ��.�.� --\ \ �� _ 9cn `' r, ' S !�' v 'A © ..�.�11. ��` ♦ `' -'' ® CATCH BASIN�, l N - C• RT �� / 4 ♦ • 0 3700 SE Lafayette Ct. c j� r - E -1•:.D'+ d �.1 +1► .4► " � AA�� \� ♦ \ r. ® - CATCH BASIN -TRAPPED TYPE Portland,OR 97202 9 �',. = f �, 1.,� T ��♦ T(503)-236-8566 . ,, h•" j _r ' ! '' � .� ..r 'I►i+�y��.��.� ,1/�� .�� )��•kR� \ \ ® - AREA DRAIN � OSit t4. �.��. _ 1 A. ,7,- �• TIGARD - ROOF DRAIN 93 e - � _ �9 r �� ' - �� ♦♦♦��-I� , HIGH SCHOOL - FIRE HYDRANT ACOUSTIC & AV CONSULTANT y 9 / © �� ' PSA- � � �.��i.�.��;•�� ••'••♦�,• \ _ The Greenbusch Group II m 9 I4 5 7v ♦�� .�♦••� �� ♦�� ♦r FIRE DEPARTMENT CONNECTION P 1 _.-i, A,. n, , � �� •♦ �� ♦ 1900 W. Nickerson St., Suite 201 ' ... ;/// . n ♦•��♦♦. •♦♦�'::,♦� ••♦ S \ W - UNDERGROUND WATER VAULT Seattle WA 98119 ® - WATER VALVE El P �� LIMITS OF `:♦ '♦ ♦ •• ♦�' •♦ : CAFETERIA T 2Q6-378-0569 ® t / - f ' . E / --'" 41!, ' +��w' DEMOLITION I �O:♦••'�� ♦•� �� ` ♦�'♦ ® - WATER METER BOX I , o • S�-Sf�� GYM TO REMAIN ��''�,:♦:♦;'��'♦�`i:.♦;'�♦ LIMITS OF DEMOLITION - WATER SPIGOT COST CONSULTANT �J 1 EXISTING f7.i'�I1.�,. ( I ,♦,♦♦♦��j ��♦,♦••� •• ♦ i♦♦ ♦ IN1 , •• de ••.• .i �••• ♦ v - IRRIGATION CONTROL BOX n tru ti n F ,� ♦ • • CO S C 0 OCUS a c�� BUILDING e•: •��; `•i rI 9 MAIN GYM) A�.Ia♦� '�Or••• / ,- a 0 ♦�'♦'O♦;'��''•♦ '♦� ' �••i♦i ' Y '��♦i•,•• �• ��0` '♦•��•�� ' ♦ ° - GROUND LIGHT 74D Almaden St. r ,�. .rte\ `1•♦' 4/��♦ •i♦�;'• '��'♦♦♦� ♦• •`••�'♦�:•:�� `i♦'•��•, w. ` = SHOEBOX LIGHT(SINGLE) Eugene,OR € p © �w...r �.•• ♦ ♦ �� •� ♦♦ •• •• . •• . ACORNIGLOBE LIGHT L 1 ! e 9 i t ■ nes'~ • •••� �.• `• ;♦♦..• `.•:;.044:47:431:14:4:4;44i �'1• `:.•♦;♦. , ^' '. _� � ' � 4--� - STREET LIGHT/COBRA ARM .. W I 37111 •I N C, R I - .' .; 'Vi ♦ •♦`,�, ♦♦ `♦�� : �`:,.'� `♦•••j♦♦`_'�� `' • °moi- l ) ,.I+ �- _ �� UPPER BUILDING FACE �i•♦♦`��'�••� �•i•• �'•�� •Qi,•`, �� Oi� • a �, @ - STREET LIGHT JUNCTION BOX V•i ♦ `•♦•C�' `'♦ ''\♦ �• 441.4_'��'♦ L] - ELECTRIC METER 1 I i Ls •i �� ♦ii,♦ �� ',•♦♦� •�p•,•• ,•,�� \. E - ELECTRICAL VAULT CI) Cardno /■� ■■■ ■■■ r . �•� �/•4f°�� : � ♦ �� •� \,,,,44.' Shaping the Future ■■■r ■r�rr ■��■ r■r� �� ,••♦ �• ® - ELECTRIC JUNCTION BOX P 9 ��•••• ♦ •�� • �� ♦ �� ' ♦��♦ ❑ - TRANSFORMER PORTLAND 1 �_ ■� ■♦ rn ♦•:♦ • ,•'�• ♦•♦ • �• ,� •♦, EXISTING 4 - ■■ ■r■■ ■■■ r■■ ,-- ��,0•� �V.�•�� ••:�•'`_,.1� ``♦• �� `� �f BUILDING • S• rr rr ■■ ■■ • ,.�.�.� L.A.'1. '�,•Q• •• ,••� •,•Q •♦♦,• •,♦♦♦ ♦ ,♦i ♦ ♦. �f - ELECTRICAL RISER s72oswnl4CAD,4MAVE,sTE2oo,POR7LfwD.oR s729s ' 11 y r��r■ r�rr■ wi■■■ r. II I� \\,*,�'' . ► :O4�9 FAX.(0413 x / ♦. • ♦ • •i♦♦• ♦••• • • ♦i C� - ELECTRICAL CABINET ,��1� /r� r-_ - - = ■■■■■ r_,�,�v ■■■■■■,,p � rite/AW **WOW_ hip ��y,,.�� . Vii, .,��,,�i ..♦•.Nh, _ - li/ ■r■■ 11slad - '► #rr■■ ■■��►�► �I ve, /ex— t �.•• ♦�' �• ��♦• •♦ �� ♦♦ 1♦ ♦ - UTILITY POLE ■ M► R��: ►11■■■ t�. •�♦:moi •�•♦�•�i,� `��:�'�� I'``:•:�'� '' i ;''�I �♦�i'�i r■r L�.t� r�W r■w '�- g ,r�� . �._.-�.! II .♦•. ��I ♦.r. �..��I • �..,I� •.6 1!/ rrrr=►�rr■rr�+ ■isr■ rr� 4 �..__ ,` ..t.fN .,,,,..,:***,../.4**.e.Tie• i.I • .•# ••• lr •• ♦ � ♦ - GUY WIRE ■ �� ■�■ `,- ••�• ��. � � •�♦,•.��`j •i• `♦,♦�� ® - TELEPHONE VAULT D T .0 w ■■■r� �� ■rr■ r.,�ti11■ ,) • . ��s , � •i,••�. ...*4B 1 : , ��■t■ii t� ■ ■i;©L�L� tip• _ ' .: •• � �. • ��• ♦ • �• -rr ■■ �' �\ �A v •• �j *e `_I�I� ,••`�I �♦,♦,� ® - TELEPHONE RISER ' ,810110 art■�■r■■■■i��*, ..,, _ \ ,-A.. , .7tE= , f► ♦ -. ;:•`,.• I •�,,♦ .I .•:,.• .4., .. •70. 10 ✓ � � ��♦ • '' �.,,:i•.� � ,��l . OT - TELEPHONE MANHOLE �_,rr• ■r• f■r rrr . ,� �,.�... � �. - � `�I� �I •��•.:•� •', �.•.,I ••:•��,..�© -.�..�. �, 1001111111.0111011.0011011.0$1040 �/ c, ti.�.�� =r •'• �.4:1 •i•• �. �,•,♦� / - TELEPHONE WARNING SIGN I1 0V �r■■ err ■■■ rr■ �/� -- _ - ' �� ii••♦� • � •• �- *� �•1 ' ar ■1 7■ oe■ �,i " !* '� ,•• •♦ • �Ae.• •,•►' `� 11/ at■■r�r! 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'�' .,�� I t- `' p 4 �`� \� ♦ - SIGNAL JUNCTION BOX ■ ■ ■ ■ LS f ` LI _ rH ♦ -, 1 �. r ■ #� ♦• AUTO SHOP TO r • *. r ► *■a; �0rt:;�rs�■0010■■ 9 d 1► ® _ �`i:•• REMAIN S+,lie#40�� ► © , oco - UNKNOWN CLEANOUT • i �. il 14 : - IORIIS■rr�l s s■rinsr �. �� ,••, ,,e ' �..- I f�� .�,UiCI�, �' * oSTP STAND PIPE — +, 1 r rr■ r■r+�.�11■� �� _ -,�� ,•••,it- C� ' �• ��ftintk e�Ii`s++I��Yi� X _A �' UNKNOWN MANHOLE -SW MARTHA ST 1 ;;nl , �� .K•,iagr, ir • .' i W_Ile ' ' ' . . ' -- 4," ��'• �`i•♦� 401 ,•.1p`_`� �, ,, �� ❑ UNKNOWN RISER mkt © - AT' V � a, .. . _ .� N • . �� , ♦"°7L� ..�i►� ,�� r ® - UNKNOWN UTILITY VAULT . m, ' • '1, al , de . ;�� $ A. ,.1.1►Y4 1‘ m UNKNOWN JUNCTION BOX - fit=�� 1 L a .. :r*.`7.� Il` ' g ® /:�- , .17144 / l� ��', 8�` ,r'' HVAC UNIT 1 % ■ ■�► o BLOCK , 9 m ,''� r . • e \ f En. wAt L I / ?r��'I�•�i' � ��Ar!! f' �C�G - HANDICAPPED PARKING SPACE rh 1� / pC TURFFIELD ♦ s T� +',3 +��B "T�. �ILI��I ��. ` a`" `� I��1 ;.•..,��° 1 f,\c' \��' - BOLlr4RD 111� �� i - - , -._ ♦ ;, � , _�7L.r �' , '- i�1"� �.� SSS � \\-O FPi. o1 'Y. 17fa 0 , � .I�rt•� ✓� n �I��' .g ./► �� - FLAG POLE - i :14_ 1 . 20 ` = �1!I�Ii�� ;�i 'P�An'' �; ' •� cam ' 16 ./J'id. , GP�: I�� '• - � .`,,d, p '-`�/��'��'" �� \� .. , •�' � � ° - GATE POST n -FOOTBALL FIELD �1I " �S ,, yI�I��i i r� � `I ��u o ,'1g1 .� DRII4KfNG%� ;6 • • LS � � _ � , p �� ,�? ►.��YaMAILBOX �� T-... l� ® ,♦ � 1fi `�•:.��- �� ;`1��'� � �� " r 8 -•�.�� sr „ - SIGN POST Fo6N 'W � �1_ '1ry��A. �.�. ,� �DT "' •� \ EXISTING r% 'le, yjy�'ryr, E CONCRETE ♦ 24 . v '�I r ♦ r*iii aaWit171 I°� PI 23 ♦, - R _ CONIFEROUS TREE -*414:11 .i • �� + Y..0 X��,� - DECIDUOUS TREE �yN I<* ARTIFICIAL TURF ,• 4110, O r . •N1♦BASEBALL FIELD 4 r A, sa :: '`,' w GamX , P i1 0 •��taG 551 `� r w DATE '41. J. -1-..'[ 1 .— ,( /. �W DLI2FIAwf R4 iv- _ . , - _ _....". Oha ''\40P DEMOLITION NOTES 20 y4 j _ •�' ,- - 1 u+ i+�++lu llialll+wg �t ','„,,,,,0-3):4„:0,,,,, ,i. — ,,H MI + Q `tom t pp6� -18 i{ \\\\ `1, .,,..r ' IS, Illi ., / Ta= 1 PR I ' I EXISTING CURB TO REMAIN,CONTRACTOR TO PROTECT IN 11 REMOVE EXISTING KAUTZKY PLAZA MONUMENT BOULDER. 19 RELOCATE FIRE HYDRANT ASSEMBLY TO PROPOSED Sr `+ ` �S 1i - +P�� I ��`�♦EIOFEssip PLACE THROUGHOUT CONSTRUCTION. PRESERVE AND STORE IN LOCATION OUTSIDE OF KITCHEN LOADING ZONE. SEE SANITARY AND WATER PLANS. - Ar. �� DEMOLITION LEGEND � �N FFqBOLLARDS , 1; ��• - i 7:•28PE ,rCONSTRUCTION AREA, PROTECT FROM DAMAGE.TO BE Lo PRESS - j � • - - - - - - - • - LIMITS OF DEMOLITION 1i' l .. 2 REMOVE EXISTING TREE INCLUDING ROOT MASS. RELOCATED SEE SITE PLANS. 20 PRESERVE LIGHT POLES IN PLACE. �` ' - - I ii-• - - ;tomBOX _ _ - EXISTING ASPHALT r •N' '� ' Ait _. r/A SURFACE TO BE REMOVED 1' `?�r� 1 ' OREe. 3 REMOVE EXISTING CONCRETE SIDEWALK AND AGGREGATE 12 REMOVE AND PRESERVE EXISTING SIGNS AND STORE 21 REMOVE EXISTING TICKET BOOTH. �� 9 t Qo� BASE. OUTSIDE OF CONSTRUCTION AREA.TO BE RELOCATED,SEE ryl - 1?- 7� ?�9 H pg 2 �S EXISTING CONCRETE SITE PLANS. 22 PRESERVE AND PROTECT SCOREBOARD. SURFACE TO BE REMOVED #' - FP s- � - I 1 D` PHEW C•\"�� 4 REMOVE EXISTING CURB. _- 13 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY TO THE EAST 23 PRESERVE AND PROTECT EXISTING TREE WITH VA - EXISTING GRAVEL g • o a EXPIRES:121/2018 6SURFACE TO BE REMOVED PARKING SPACE STRIPING ON 92ND AVE. OF PROPOSED BULLPEN,SEE SITE PLANS. TEMPORARY CHAINLINK FENCE. I REMOVE — 7 REMOVE EXISTING TENNIS COURT AND FENCES. 14 PRESERVE EXISTING WATER VALVES,BOXES,AND VAULTS. 24 PRESERVE CATCH BASIN AND CONNECT TO NEW STORM SYSTEM, - CONIFEROUS TREE ISI I TIGARD TUALATIN SCHOOL DISTRICT SEE STORM PLANS. - DECIDUOUS TREE • 8 REMOVE EXISTING BUILDING.OBSERVE ALL LOCAL 15 PRESERVE EXISTING FLAG POLES. 25 REMOVE FENCE. ® OI AND STATE CODE REQUIREMENTS FOR BUILDING AND SAWCUT LINE I - TI GAR D H I G H - - - SERVICES REMOVAL. REFER TO ARCHITECTURAL 16 REMOVE EXISTING ASPHALT CONCRETE AND UNDERLYING 26 REMOVE EXISTING ASPHALT CONCRETE.PRESERVE PLANS FOR ADDITIONAL INFORMATION. AGGREGATE BASE COURSE. EXISTING AGGREGATE BASE COURSE. a 0 13 TREE PROTECTION FENCE - - o SCHOOL 9 REMOVE EXISTING CATCH BASIN AND CAP STORM DRAIN 17 REMOVE EXISTING LIGHT POLE. 27 SAWCUT AND REMOVE EXISTING CONCRETE.CUT AND A - BUILDING DEMOLITION - � PHASE 1 r PIPE. _ REMOVE HANDRAIL AT NEXT POST,SOUTH OF BLOCK WALL ►l:•�,-� 40' 20' 0 40' v '/ MODERNIZATION 18 PRESERVE KAUTZKY MEMORIAL STAIRS, INCLUDING CORNER. ' 44 - BUILDING DEMOLITION - 10 REMOVE EXISTING BOLLARD. HANDRAILS.SAWCUT AT BACK OF CONCRETE TOP STEP. PHASE 2 REMOVE CONCRETE PAVERS. r KEY MAP 0 ■�� - BUILDING DEMOLITION - 9000 SW DURHAM RD. PHASE 3 SCALE: 1”=400' TIGARD, OR.97224 11 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 1.1... Jurisdiction Stamp Area w a. 0 Z J D m DEMOLITION PLAN 6 O 00 NO N W M I— 01 .01 u) - ed- I -_ _ _ - I _ - 1- J- -- -- I -- -- ' -- -- 1- -- -- I -- -- -L -- -- -- -- i"' : - - - 41 id 1,11 1 ,was,,4., . _ i .._ . ,-, . _ r!it: "=-MM ��. `'5r PROPOSED LEGEND _ - t I - �u � rt • • �'U �r• �' -� I O 'SSU � 5� � -..y,-�.__ � �U Y � ��.�. RIGHT-OF-WAY ADJUSTMENT >+r +r `n I _ - - . . G 1 d G G G G G G G G G G G G G G G I G : PUBLIC UTILITY EASEMENT(PUE)- : _ . bassetti/ - - / / - - - 95.0' - i /SW DURHAM RD - r - - __� • �� - - i - - - - ::':E ‘4 2.. SEE SHEET C7 00 FOR PUBLIC IMPROVEII� NTq) architects L7 , y - 50.0. - t , 1 AC PAVEMENT SURFACE cn . . I1ALFU P � • •..._ _ meB81i if c_y,! f p U. t 7 ' ______ . . ' g °�pEpppap ;�� a I ST C i sof F s.; ,pp�oapppppa o°°pgpa • - ,� aaaao Ovp QOq ��,r. A AnIIaoaaa aaaapoappaaaa•r ' •'•- �.�p� nannaa p6Rpl�pp rGl 61fo paas,p�e0000cap• Tr r 0 x4mik w w R.O.W� w ,vii.a. �1` 12A 'P. w _ _ii`f. w w .n �.`.. . •. �` Y... r :4)'''t) ` HEAVY AC PAVEMENT SURFACE fDIA )• •�''- r uite 350 - - . _ `' � 8�--) G. ,., �.� .�� •° � `/� � 721 N W 9TH Ave,, 3 • > 8 CONCRETE PAVEMENT _ ' .�� .� _ - Portland, Oregon 97209 . _ . 4D.0' ( PAVEMENT T (206) 340 9500 F (206) 340 9519 10.5 822:5 •I. 40 0' I ,, t iI. -E O . . HEAVY CONCRETE- -.'� .__. ©: -LANDSCAPE AREA r 7.(1 . 23.1 : : TYP. R15.0' 23 3'TYP. OIAG. 13.0. EE 1 �J.N. © R5 0 ( -.�_-_ TYP_ - _ H I ` - ® - R28.0' I. ici a / pocccoc STORMWATER FACILITY ':• •. 00a00pa CIVIL ENGINEER & LANDSCAPE cn R5.0' TYP. 10 TYP. R28.0' - _... .'': 11''. % Cardno if- 37.0' R28.0' .>:,:11,2........, - R2.T 9 -- = i�I -ADA ACCESS AREA • 6720 SW Macadam Ave., Suite 200 41 -0-- HALF +--• C TYP. - _ 28.0' S.4' ©TYP. __�` I. .+ ' :.: EXISTING Portland,OR 97219 ' Ilr , �1 1 f. BUILDING R.O.w. : '_ ,� ": 14�r , -;12A, TYP. y r HANDICAPPED PARKING SPACE ids. • • , *'� (AUDITORIUM)F. ��-�• T(503)-419 2500 111111 ElUDITORlU ' C CMIFF � ::• •. ' � - �' �� - - ,,, - - .• ■ ■ PROPOSED PEDESTRIAN CROSSING • m ` A M C{ C8 • _ .� s : .. STRUCTURAL ENGINEER �.. mTYP. ` :r r/��71;4,/1Y1Ti7/77/7/T/ ifit/7/17A //rib/if/if/ri �/r�r *Almoo ' 411 �., . _.�_._ �:<�E..•�►'� r - 1+4 411: CatenaEn ineers �- C G ��A *s�.•s�e*s� ��®�f► t, #, ' 1111 NE Flanders St., Suite 206 7.5 TYP. 7 v1oA�o,�,�'�� s®` ' ' w CONSTRUCTIONNOTES Portland, OR 97232 E C C GOMPACT i ' . / :�+�i••elf /� , ,• '" y ,•' T- 01- pa ( ) + I : . ® / / i t (503)467 4980O og: 15.5'TYP. j 1INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL NO.2 ON SHEET C5.03. n ;I. C ! C .;' 16JD _' / 31.0 / , :-;. n0 (STANDARD) ; , / SEE KITCHEN LOADING /...' ® MECHANICAL ELECTRICAL & C ao.: C :i: / P r' 2 INSTALL 6"STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL NO. 125 ON SHEET PLUMBING ENGINEER c> C �+ 111 ZONE ENLARGEMENT +� i CS.OD. CO• ® ON SHEET C2.01 oa :� • . n, .tel COVERED Glumac '�� C I j ; i / �° �= BIKE RACKS 900 SW Fifth Ave.,Suite 1600 - a C aaaaaa .r."'.....; of \ •.,,,,• 3 INSTALL MOUNTABLE CURB.SEE DETAIL NO. 1 ON SHEET C5.00. Portland,OR 97204 �+ C 22 1 / A •�• 1V (32 SPACES) 1' opopan� / S ` ? Q.. ----- T(503)-227-5280 an 13.5'TYP. vaaaan �. �. o • C •°° (COMPACT) ® a°° / •°�';+1 4 PAINT 4"WHITE PARKING LOT STRIPING WITH A MINIMUM OF TWO COATS OF PAINT. o C as C 8.5'TYP. °ppppp'ile' - 0a - 11 ;<. ��•`' ori*`''' DIMENSIONS PER PLAN. Y C) - pn -.--.44,7010:0141`..-..- , , FOOD SERVICE CONSULTANT ►L e C .0p C (STANDARD) . . :32212132D23212°2121:•:-: _ \ _ � ' #900 ! • > - F C 00 - - 2000000000•DO••. I / \ -� \ \� Webb Foodservice Design Y • W C C Q ^n000a0000.00... oo TYP. Y ': . �41110 ,111104ik.' ` ll / ‘) \ ✓ '✓,r. 5 NOT USED. 3700 SE Lafayette Ct. co o W C C OD C © - - �'� .`�'� 's ill \ \ �° Portland, OR 97202 • 00 R3.0 I'10. iO ` I cin C OD : C ,�:/;'� \� ! \ T(503)-236-8566 R5.090.0° )- \ TIGARD \ 6 NOT USED. C �3C o0 1 TYP. . j 1. ��Y � � %'��' � � -1-:::-L\711111:-":.1::.:'.%4::...-, \ SEE COURTYARD \\ QpL �: ' • �� '` ® 4� g88B ENLARGEMENT ON \ HIGH SCHOOL ACOUSTIC & AV CONSULTANT ~ �• 1� I •0a0o0• /- -- ?pg=g? \ SHEET C2.01 \ 7 INSTALL CONCRETE SIDEWALK.SEE CITY OF TIGARD DETAIL N0. 120 ON SHEET C5.00. The Greenbusch Group _ •' ©rte \ R5.0' - \ •000000• L. ti' I; TYP. TYP. ZS.O` R28.0' R28.0' I �\ n g p o a p .naaaa. 1900 W. Nickerson St.,Suite 201 -Z'� 30.0 10 TYP. I r1: \\ / \ %t l►` 8 PAINT NEW ACCESSIBLE PARKING SYMBOL WITH A MINIMUM OF TWO COATS OF PAINT PER Seattle,WA 98119 •••••; R6.0' TYP. I \ 410;r1:. a \ *-' • T 206-378-0569 R4•5' • �� •. (CAFETERIA) DETAIL NOS. 1 AND 2 ON SHEET C5.01. INSTALL ADA SIGNAGE PER DETAIL NOS.3,4,AND 5 ( U q -. - --- , L - - - /' I J \ r \ 1 \• ON SHEET C5.01. R4.0` R2$.0'; EXISTING \ \ MethCOST CONSULTANT 1 . 28.0' C � c 28.0' R4.0' 9.D' 28.0' \ \ • •�� '�y 9 INSTALL CONCRETE CROSSWALK WITH SCORING PATTERN.SEE IMPACT SLAB DETAIL N0.3 Construction FOCUS �� \.' : BUILDING as• �' ' TYP. (4.0'1 CNP g 0' 4 TYP. ' T�'P �``� , \\ . _::oo \\ S �� ON SHEET C5.03. PAINT CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. 740 Almaden St. _ . y 1 - - - % �� (MAIN GYM) _ �� i t • Eugene,OR 97402 : : C I C I. C I : �® \ ;• \\ 10 INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL NO.3 ON SHEET C5.03.PAINT T541-686-2031 c ret-I �: + \ . . . . co .� .. C I I •- MI �I „ ` \ .�• \ CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. 1.:__ E �'' C 13.5' 13.5' p▪0 13.5' 15.5' 15.5' 15.5' . _ \ • °° UPPER BUILDING FACE \ • . sQ. \ 11 INSTALL NEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET ` - TYP. TYP. o o j 15.5' 15.5' TYP. '•-,,-4 .•` \ \ C p pa. . C TYP. TYP. j -TYP. - . C C 22 1 C TYP. TYP. 26:4'W• - ''.;��: \ • : : : : \ an � 28.0' , . . - . \ �\ C5.D3.a (.11, ahr0 ;: C O9 . / \ - - - - - - #14;;'' 12 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE.SEE DETAIL N0.4 ON SHEETC C c 1 o TYP. R5.0' i _ _ ©TYP \ / • \ : : : : : • : : \ Tl � / ! c5.03. Shaping the Future jil-vir • l - -- : : '55 . pa ..... : : : ': EXISTING TYP _ \ iPORTLAND 1 °°' BUILDING S 13 INSTALL BICYCLE PARKING PER.SEE DETAIL NO. 1 ON SHEET C5.03. 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 �l.'• • C Nil. I ; Zatifiliillilli 1� -.'TYP-' • , . .0.. \ // // -_-.- + / ..--- +a+' TEL (503)419-2500 FAX (503)419-2600 C C C R3.0' ‘Pir Ea�oo \ // \\,.. -• 14 CONFORM TO EXISTING SIDEWALK GRADES. INSTALL EXPANSION JOINT AT EDGE OF "`�"'` '�f1O Q0f" I16 2 TYP. TYP. 8 4. ��®• .aq \ ' :' EXISTING SIDEWALK. DT >' �, j C C Rag• � -ill: f \ / _.•.:. - . 15 CONFORM TO EXISTING CURB GRADES. INSTALL EXPANSION JOINT AT EDGE OF EXISTING AB a� _ C C I C 8.5'TYP. -.'.'._ • . ' . " �/ ;�� ; r % _.-.. 4 SIDEWALK. 10 . C / I lb ' 'r ,/ : . • c c c �� , I ,,� , C C • i��'�©� Iv a�.// : : . :-_. ' 41-) BIKE PARKING COUNT - - . - C c c R4.0' `18.5'TYP. �0�4811� :'. ;. SEE SPORTS PLAZA - --•-- - -- 000; I - C C ''nona . C I START 4.0:# 6,1:8:: I_ I �� r� ENLARGEMENT ON ,� :_:,:,:,:,•,:,;. , ` EXISTING BIKE PARKING 000' - - C go° © SHEET C2.01 �� COVERED 32* C pO. C -" -"- -- _._. . 0 11� •,; �, , ,t ** C 000 UNCOVERED 20 c �r Age t' C DOD '� '� _ _ • X55* TOTAL 52 : C C 000COO C • DOD • �; ' : �, 1 �' LF1 C aoo ono C I ,,, . ��'�, w �t I e. o G `, ` • PROPOSED BIKE PARKING �� _ c R3.9' C C *•- �� I : \C"\�C, . COVERED 85 .....1:: '�" S: 13 ri ---•, C • C I : : : : : : :': : : : : : : : : : : , '� ,� �t I I L F, \\, 41,O PROPOSED 53 ■ � I I d - ... �„ �_� I -� PRESERVED 32 -� UNCOVERED---------25 $W MARTHA 5 I IIII R5.0 R55.0' •'.__- ••a -.-, • \� �� TOTAL 110 ! 30.0' \ * ow- ' ,� c----- AI i f 1 �� . : . .-:.. i �\ . I t5�'1 * Under breezeway to auditorium /\�y\ •�� \ 1 L „• _ _ J �4 \ ** On parking island in west parking lot •,� CS- \ .00. �t i1• • �� CO a '; �� i Don- i �y� \ e =•:- O 5 _ i� .0060' •'J '* R`4 G( t.„Ili 1If R28.5' 14 �i 851 �I-\ �p\ i ' -.•.•k . illor FOOTBALL FIELD ` r��/ ' /�, tik 'f-\S�`� ii NA , L __ 0 oz,t,..__ __ •••••_ AB •.i.--: a ,000°." EXISTING 'll-�°'�`p' �+'�1 , ` 4 TYP. \ BUILDING �� pa 2�� )0 1 0 • •. L . . `.�\ ` • (AUTO SHOP) ��, Air iii ��'J�� F GP PI ... • • ARTIFICIAL TURF ,' BASEBALL FIELD \ \` --'7-.-0 0 ' 51 ` J\�G�- `; '� 1 C, p 1 �� 6o.a' � � \�G Ste/ SWo„g 1 # DATE i I \ 0 R W LSP' _ / !._ :__ ________ :.. ..f. ,� . _, T ,7___,:'-' 7'a = o-_ �,. / �� _ �x i F of 30.0 ---� HALE <II+_- / SD C ,IN': ' I� a �p I�ROF R.O.W. � _am � �\ e 42 1•1 �S �� ' ,• I �\�� GkN e s`' -11111 g EE X � 4 ORE c I = •7o 1 ■ 11 --- - o ° = 1 ° DCPIRES: 12V31/d418 III 74 O a • TIGARD TUALATIN SCHOOL DISTRICT TIGARDHIGH 4,--- i SCHOOL SCALE: 1"=40' +• MODERN I ZAT I O N l ____I-7.. 40' 20' 0 40' KEY MAP0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 flJurisdiction Stamp Area W Li 0 Z 0 J_ D co SITE PLAN 2 Ct 03C O CON•-• W N tD ,-,) _ C2 . 00 w PROPOSED LEGEND \ -- -RIGHT-OF-WAY ADJUSTMENT \ — — -PUBLIC UTILITY EASEMENT(PUE) NEW COMMONS 5.9' EXISTING STRIPING I'h1!!1tI4Y1iIi tti ■ ■ : ❑ CLASSROOMS \� ■ ❑❑ ■ -CURB LINE architects 1 , 1011,11111:., ,.40,. ., ' . • ❑ 5 9 \ AC PAVEMENT SURFACE 411!� \ g'S • v \ -HEAVY AC PAVEMENT SURFACE A,I w w - \ 721 NW 9TH Ave, Suite 350 ��e� •., •. w 16.6 v w 0, \ .. -CONCRETE PAVEMENT Portland, Oregon 97209 �`" ,F'211 : • w w W w _ 1 T (206) 340 9500 F (206) 340 9519 -HEAVY CONCRETE PAVEMENT \. - �i 44 ' 4 4 4 4' •P w , ■ \ rct w ❑ \ - - -LANDSCAPE AREA // ' 11 4 � w \ ° ° ° STORMWATER FACILITY CIVIL ENGINEER & LANDSCAPE■w LL • 4. W \ ovv< pr Cardno , , 4 ° w 46.5' W w w w w ■ a �/ -ADA ACCESS AREA 6720 SW Macadam Ave., Suite 200 ❑ s ' ❑ ,. 4 w w © ■ '—"—"- Portland, OR 97219 ° _L. NORTH CLASSROOM WING • ❑ w W W w w w 18'6' 68.7' \\▪ -44+. 0 . • '--// e. -HANDICAPPED PARKING SPACE T(503)-419-2500 ❑ / \ I ■ ■ ■ -PROPOSED PEDESTRIAN CROSSING ' ' 23.4' W w W W w w 83.3' •. s, ❑ \ STRUCTURAL ENGINEER °, -fp w w ■ \ Catena Engineers o -- - --� y- ° !• ° w .- _ y • ❑ \ 1111 NE Flanders St., Suite 206 ❑ ❑ ° pD0D0DDD • KITCHEN . ■ - W w 33.a : : : W W 4. 00000000000 '''' , • I.' ` i w W W w w • w w W CONSTRUCTION NOTES Portland, OR 97232 ❑ ❑ ❑ ❑ ❑ ❑ ° °❑ ❑ ° w wOW: 4d ' .��i 1 ° w w W w w a , T(503)4674980 o o ° ° ° ° ° ° ° ° O w -. 118 rli�� 20 N �� W w W w 4 w W 4 ■ ► 1 INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL NO.2 ON SHEET C5.03. ° ° ° ° Q © ° ° ° ° ° w 'I� w w w y W y W a • W 44 ❑ ___-- MECHANICAL ELECTRICAL & ❑ap❑ ❑ ❑ ❑q �• � �� 4.0' w w w w 4 • . PLUMBING ENGINEER 5.5' �� l�� 19 . . 4, W w : , . 4, ❑ I 2 INSTALL 6"STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL NO. 125 ON SHEET d �\ M. 441/‘\ a 9.3' 5.0' w w w w w w ` •.410. i C5.00. Glumac ��. �✓ 'i 4 W W W w w / 900 SW Fifth Ave., Suite 1600 w w w ® :,;7 �;� 1� a i I w w Portland, OR 97204 ��t 25.0 90.0' 12 0 7 INSTALL CONCRETE SIDEWALK.SEE CITY OF TIGARD DETAIL N0. 120 ON SHEET C5.00. W // • •''' m • ❑ ,, w w W 8 T(503)-227-5280 W �O0 ` d ' , ■ w W W W W W W .\\\\'' ` EXISTING 10 INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL NO.3 ON SHEET 05.03.PAINT w /04, ft. ; © 4 ' ❑ + w e CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. FOOD SERVICE CONSULTANT Ain _ ■ ❑\. \, ° BUILDING Webb Foodservice Design 14 12.0' ■ ❑ ❑ ❑ ❑ �, g® , A 16 j , ° ❑ ° ❑ ❑ ❑ , ° 50 5' w W W 21 1' w 11 INSTALL NEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET 3700 SE Lafayette Ct. SAW ■ ° ° ° ° ❑ a ■ ■ W y W w w '• i' W 24. ' w C5.03. Portland,OR 97202 ■ ❑ ❑ ❑ ❑ ❑ ❑ r ❑ . ��" 12.0' . ° ❑ ❑ ❑❑ c� . ° .�• w w W � w w � • �. w � v . $.a 59.6' T(503)-236-8566 ° ° ° ❑ ❑ , . ❑ , w 4.. w 16 INSTALL BULLPEN WITH NEW ARTIFICIAL TURF,FENCING,AND BASES.SEE DETAILS ON '` ❑ ❑ © ❑ ❑ , NEW ATHLETICS , ❑ . w W y w ° SHEET C5.02. f- ACOUSTIC &AV CONSULTANT 4.9 n n w w 29.0 21.3'a . `� v \ ` ■ • ° .1os'° ° ' 7.6' The Greenbusch Group r- �• 1128.0' 17 PGE VAULT WITH TRANSFORMER MOUNTED ABOVE PER ELECTRICAL PLANS. ■ ❑ ❑ ❑ ■ ❑ ❑ . OLD GYM , Dk W w W w w 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 10 )0670 PRESERVED0 lb v wy Tattle, A 98\ ww W W w w w W w 18 GENERATOR PER ELECTRICAL PLANS.4 i69 Www 19 RELOCATE EXISTING TRASH COMPACTOR. NT e �' w w • lis w w w W w W w w w w w W w w 3061+ W w COST CONSULTANT .- - - - • w w w w 4, w w w '! -. 20 INSTALL REMOVABLE BOLLARDS.SEE DETAIL NO. 1 ON SHEET C5.04. Construction Focus ® W w W w w • 740 Almaden St. ..„ 10)1T. . 1 . ' W W W b W d. Q d 21 CONSTRUCT RAKU KILN POTTERY AREA PER ARCHITECTURAL PLANS. Eugene, OR 97402 ° T 541-686-2031 W w w W W W O / w w w w w 504 1 • a a 22 CONSTRUCT 9°WIDE BULLPEN RETAINING WALL PER LANDSCAPE PLANS. • a w .✓ w -. � 4 _ e LOADING ZONE ENLARGEMENT -' °: . 25.8'' w 4 11.2+ 4 23 INSTALL CHAIN LINK FENCE AND GATES.SEE DETAIL N0.2 ON SHEET C5.04. w4. 24 PROTECT EXISTING MEMORIAL STAIRS IN PLACE DURING CONSTRUCTION. CD, c�1/'[�Ino SCALE: 1"=20' 4 a �J' ! A4 d �, Shaping the Future 25 PROTECT EXISTING SCOREBOARD FOOTINGS IN PLACE DURING CONSTRUCTION. PORTLAND 20' 10' •.. 0 20' . ' 4 •,/ 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 • rfr ` 26 C 5;ALL ARTIFICIAL TURF.PRESERVE EXISTING UTILITIES PER DEMOLITION PLAN ON SHEET TEL:(503)419-2500 FAX(503)413-2600 .. .n ° www.ca+rino.com / NEW ART ROOMSi i%' 4 • N. 1 OCOURTYARD ENLARGEMENT SCALE: 1"=20' L / W �,..Y W • w W W 4, a 4'' w W a W °4W 4' w +„O wW ww wW w ww .v w ' a - 44..a + W w W w Y�w a • a®-- y W y W W Wy v. \ 20' 10' 20' • a . -! 1 -- A. 2 f 1 J , ik . italEPAILWIA ` d �W wyw Ww w\\• ... .\_ _ � ----- r ,. d . W , , W7 C ,, w� ® S NEW O 4 , x• R113.3' BUILDING0z ww \ R87.0' + W W 4. w W 4 4. 4, 4 4, w w w w w w w a, 4 ` . w W ,, ` 4' W \ a -____,_,.4;--- --'' 4, w w w w 4. w w a wwwv, w w 2 � -� w w a\ r W W ,(.• '/ /// w W w v -.' w W w w 4, W N , .. 4, w 4' - .' .k —• _.l Z)---- - 4, W \ • w ,✓ v -' •✓ w .v w w 4' w W w W W W 4' W W W W _ �._t \ \--- ' w W \ / W W W W W w J, W r 4• w .F 4' 4' w W w w w w W 4, 4 w _ ® `__..: �, 7.„_.....,\ .--. '< C w '' y\ \ A W 4, 4, •, w ' w 4, W 4, W W 4 w 6,5w . w4 w w w w4 � � �__� / a; �_� . w w *\ - \ y + ,� T W W \ 4 4, w Ni, w w w - "[� 35.0' - ---/ w ti w w W y 6.0' /\ \ Ww II i& NEI- \ , 1r A. EXISTING / a - BLOCK WALL C °` • FIELD TURF -:. .�_ �. � A DATE I ) L.4,_ ''\\ 04 ...'• \A f r 1J.i —''c._-:'--A4.--: ..-"A.-.4...1,:------1-,-7._g,..-:44,- 1'V invtoN.'t',.4 IIIIIII' : •\ , .1 1 � `� 1I 1 vg cOPROF .., FOOTBALL FIELD .: •., i� �`." _ -1 I \S� GINF fss% �_ O ..� I 7 28PE a E:74 \ 111 • • I_., k ; �� viORE o\ ..1 '[11 *. . -4d0W hj FVYC d I i °O•°° o o° EXPIRES:12/312018 ,.= 111{1111 I TIGARD TUALATIN SCHOOL DISTRICT illo SPORTS PLAZA ENLARGEMENTO Ib °o J1::' ` -- TIGARD HIGH SCALE: 1"=20' °- ° SCHOOL ' 20' 10' 0 20' . -+ ' MODERNIZATION KEY MAP 0 9000 SW DURHAM RD. SCALE: 1°=400' TIGARD, OR.97224 HJOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 11 Jurisdiction Stamp Area UJ O. 0 Z D CO SITE PLAN N� ENLARGEMENTS 0 co O ai a) N w c.i ! C2 . O1 ii-, Cn 1 v. Igi R G'. i I I I I t I t i • .. - CJ1 ►�.i . . . . . .r,, . f _ R '�_ iiI! �', B } m „ _ *--11111,14,/.61X9;.11 PROPOSED LEGEND -:-" mss t "t F SS `5S :' d .SS - w--'":1t:iital nail 16. , :. a _ • - - .• y • 1 V 1 -' iii// 171 •, , •J L.. ,F I Ft3. 1 �- _� c _ Su _ _. .. 0 sb .-_ _Sus - s '"'��1 STRIPING x ; �, 1 / 4 G~ GI SEE SWDURftAMRD - G G G G G G G G G 9 _.._-G G G G r~,r -CUR$LINE - - - 6' - - DRIVEWAYfNLr. vctvtcNT _ - - _ tti /" SW DURHAM RD .� -_ - _ _ y 'J` I- :�' 550 -EXISTING MAJOR CONTOUR ��se _ UN SHEET C3.t�1 \ - _ �� -_ , _` J L ,.. - w t` - • -EXISTING MINOR CONTOUR _ ,�a0 -i9 - ..._19s �9� �y� :gig.- .ALarchitects 4 1 , ,y 550 PROPOSED MAJOR CONTOUR _ _ pp } - ~- _ _ --- ` _ 1•,.°-;;'t••, ti.�;" kAc¢¢¢a¢o¢¢¢¢¢ ii .�,.,.,� JJJ -- -- - � _ _�--- .""�- o�- ----..,�o¢000n�:o�, ��n�oUn000 { �. •^,i �'�-`•'•y ------ PROPOSED MINOR CONTOUR _ __ _� r _-. [ uaoo❑ ' ¢^ P' oonoonoo¢. - .bilk • fr�� .! • ,• �•! ( " [ ' ) 549 e,! _Q.:i - - - ---- _)fl f� ,a•' 1 - D- S .80 - n,-sr• % _ �_..rr.L.rr.•.1� - �•' ,- 'I'•'. i'.. •� - a �^ R, W W .-W_: � W- W b�,30 ; � C�` I •y ©� )'�) LIGHT DUTY AC PAVEMENT SURFACE ' 721 N W 9TH Ave, Suite350 r ,_ / � 1 _•:,•,,',..-_,:-'-•:'• � - --r•- / ��. �/'Ap_ -Y� � Ve ANL • C s • • C _ Portland, Ore n ' , s.„1 �.� �+7.`�.ii � -. _ d..- �� -HEAVY ASPHALT PAVEMENT SURFACEQ 97209 TC 21,Iary • . . _ - : . . . . . . . . _ _ -.` . . : . - - - - - , _ „"„ ;. 340 9500 (206) 340 9519 _ 1 - - s9g� s • • Ff T (206) F B =3.06 � -, - r\ TC:2.�. TC:194.44 ,r • . CONCRETE PAVEMENT 12 TC:199.Q0 - - - -- - - - -- -- - - f -- -- -- --TC:192.95 __- -_ - - I` TC,1 "-`� � - . � BC:199.6 -- - BC:198.50 1ga -- - T � " I BC:192 •• BC:193.94 18.-8;•' ��QQ .01 To TC:192.63 ,.-1 BC11 .08 : ' :?5;' a \.. -ADA ACCESS AREA -' .� -Cr'19, `1g TC:198.88 95.57 I IT* :AV I TC:192.fi4 R192.35 TC:199.1• BC:197.99 TC:196.7 BC:195.07 1g6 196 __, _-_. _ BC:192.65 BC:192.63 ` ENGINEER & LANDSCAPE - - r HANDICAPPED PARKING SPACE E CIVIL N �, I BC:198 :4 B TC:195.94 I - - TC:192"68 ` o ' Cardno cn 03 - I ag TC:198.69 BC:19 .8 • 5. , TC'192.58 BC:192.67 y + � =� • . � :'. • . �` ikAve., Suite 200 CB i I ,95--y�`g�' , - " � BC:192.8 BC:192.57 EXISTING � -HANDICAPPED PARKING SIGN 6720 SW Macadam A e. S 19� � Jr TC:193.65 �' TC:193.35 TC:192.71 � BUILDING Portland,OR 97219 �`►:19$.88 y ! r I BC:193.15 �u �•• BC:192.85 BC:192.721 ��,►� • (AUDITORIUM) TC:550.00 T(503)-419-2500 ,, • rI it€immenMINI :.•- : .-- :C:198.38 . d'. _ i.• • ,�.+Q 9 PROPOSED TOP/BOTTOM OF CURB ' i T :19 TC'197.4 TC.194.. • C 9.00 ' ' TC.196.45 • rAr4-. �41� >�. BC:549.50 BC:195.9 BC:194 :. - �- .,;• .�>*e : �. STRUCTURAL ENGINEER :;,c. BC:198.43 BC:196 .3 �. - - - 3= `/ , "•Hdildi,dii ;. , ♦.N.4. 1 TC:195. --_ F+ _ Catena Engineers - -= -• Mil ��A t�'¢ ANIWOO tite �f lIMI a +� 550.00 0 _ , , TC• 98.89 - �..�. s +++++f �'� I. Y," sa �, -PROPOSED SPOT ELEVATION g TC: ':.62 1, �,ir�il,li�i�liiFti�ri�rii r._ i+e+a°+4i+il� • �,0 :198.00 BC:195 8 rs _ I qpm++s+++'� • • ��®�� t"' � 2'0% -PROPOSED SLOPE 1111 NE Flanders S#., Suite 206 �; -'_ - :198.12 4 1- - :04#0�+++Qe r' 1jEa�®� Portland, OR 97232 f :- ,�� TC-197.0 TC. •6.70 - ,r I '�e;a�ow}a / , ■ a ' 6 ,t Ob BC:196.57 B':19620 - -I` / / / f '� •` ON (550.00} T(503)-467-4980 -EXISTING SPOT ELEVATION •$ BC 9 89 - �, / 11 MECHANICAL ELECTRICAL & EXISTING SLOPE '` .• ' / I, `• +� 494. , � i )-.'gig PLUMBING ENGINEER ;., {` ilk!! �� g3 ;o� : .r;'!'hl . ,r. 41 a..., COVERED Glumac �' IL A ,h°S° j . :" TC:193.91 TC:1 95 �. • �� BIKE RACKS 900 SW Fifth Ave.,Suite 1600 9EPi BC:1 .45 / •44\. ° ° 't h BC:193.41J i TC:195.59 a7 T(503)-227-5280 _ o .r. TC:196.79 BC:195.11 i • z • f ' Y % �. TC:195. C 193.40 TC: �'i r'` TC:193.87 C\ 0. \ -i . a•.s' r BC:196.07 nnan¢ �' s. *.� FOOD SERVICE CONSULTANT •• �g°TC:194.18 1 •n� �h�' BC:193.37 �f, Webb Foodservice Design #900 p TC:19fi.72 BC:1 60 mC 192.90 BC:1 2 �. ��il,l \ BC:1 81697 �s (I' t 8193.911 hh� II 1I1I` \ \ 1. 4' 3700 SE Lafayette Ct. �c `. 8193.08 �'!)� �i111 , it m I , h°S° TC:195.00 - .8-,4,046.4e,4"1:�► 417111r1/11111111111;%% 1111/1� \ f Portland, OR 97202 fC:11 T':195.76 TC:193.$5 ' ..i.: / \"C:1 S6• I :C:195.26 r BC:194.7 BC:193.36 :* ' 1 .-- - --'- %;1g r \ \ TIGARD \ T(503)-236-8586 i i- R �a \ - '7 4, �F � i TC:193.85 . SEE COURTYARD �# •:ili � ii ! • �' �t �'. / T, /- `� \ / ACOUSTIC &AV CONSULTANT �: ' ! I ,� `' TC:192.61 �' `\ ENLARGEMENT ON HIGH SCHOOL \ -!c-1 TC:195.50 " TC:193,.•• BC:192.61 TC:192.97 TC:193.75 \ SHEET C3.01 \ ,-\ The Greenbusch Group I ,> � IC:195.50 TC:194 :3 i BC:193 19 TC:193.39 \r BC:193.25 S\\N.,",..,, .. , 1900 W. Nickerson 5t.,Suite 201 - C:194.94 BC:19..83 i BC:192.47 _• \\.......„-- \ �,• rr 1' TC:194.00 BC:192"89 �" �t"\ � Seattle,WA 98119 ,..„ : TC:196.5: BC:194.44 TC. 94.93 '1 BC:193.50 TC:1 1 7 TC:192;80 , ' "� \ � - - \ �� CAFETERIA T 206-378-0569 >f •- I BC:195::2 -B is 194.43_... BC:1 2.60 - -_ BC:192.31 _ __- TC:193.20 ''l \ r , . `� �, (CAFETERIA) ,'� + � ! / BC:193.17 I \ \ �. \ 3 - �� COST CONSULTANT I ' T•:195.71 T 1• EXISTING \ \ .�' \ ' Al TC:194.64 TC' ••.14 •c ' TC:1•+� f N=C:195.21 B, :193 79 B • • ,22 TC:19 '4• �� BUILDING > Construction Focus BC:194.30 • , s �` GYM \ \ 740 Almaden St. BCI, 2 •C.19 _00 '® TC:193.03 (MAIN ) \ \ , ' • • TC:194.72 TC:193.77 TC:192.25 TC:19' 91 :-:_: ��r5 a . BC:193.20 \ •% " \ 9 Eu ene,OR 97402 t • BC:194.38 BC:193.43 • I BC:192.22 _ BC:192. • 4 \ +' \ �. T 541 686-2031 m` r - TC:193.$9 / _ ._ R191.77 -. -2.82 193 I. \ V \ .` .. �� TC:1 17 r 9 UPPER BUILDING FACE \ -\., :,:''.. ,...-,"•.....-.. •,._.-zi.i. .: ' • BC:193.30 BC:192, TC:192.43 '.B�'1192,3a " _ TC:193.s,� ��" f v 3 TC:1•c.96 8192 .2 TC:193.37 r,•z BC:192. = BC:193.1 1 : `,..0. \ _ \\ �\ _ (1, Cardna Ik I I ' - BC. 93.47 J BC:192.87 • \ fi TC:19 .99 / TC:193.01 f 9 • • l L92, 4r • // \ - --------•-----' \ ,}mow Shaping the Future � �� BC:1;2.48 1 BC:192.55 TC:192.43 • -,-, ' .- - ••. �. •/ 'V. :-V•V-_ ,�°Q \ EXISTING / PORTLAND .� ^- - BC:192.39 - •• •�'°' `n •� f ( \ / / BUILDING 8720 SW MACADAM AVE,STE 200,PORRAND,OR 97219 4;- ,t o ..:, _ AMI _ -.- i 1 . • \ `,9 �` mm ' , TC' 93.51 = 1 4 / / TEL:(503)419-2500 FAX:(503)419-2800 ' TC:193.36 I TC:192.93 TC:192.05 TC:192.48 .A • • 1 n \ ' R. BC:192.97 BC:192.48 'BC: 93.13 , •• �. SE SPORTS PLAZA ti9 \ wwwp„. �� BC:193.35 BG:192.05 I "oo. \ , TC:193.52 -- ' ` - �r'e# . _ ..01,.. ..• ADA FIRE LANE F TC:193.1 TC:192.59 .'I J: . - _ . - - xi TC:193.62 BC:193.16 BC:192.: 5�. t,' \ BC:192.62 • • ENLARGEMENT ON DT • .� , _ - BC:193"15 TC:192.67 :191.94 -- -_• T#:193.04 P.- ' ,• f. . \ / / SHEET 03.01 .*2199 "_'.` . AB D BC:192.19 _ _)r, _ _C:191.88 - - - /92 - - - - : 192.96 ' )10011011\ . .s� .► _ _ y / v ci, lk . . . . . . . . \‘ il n - -- I . - • -F V� ®" / . - - t r titi i'4 , 188 1' - • • :193.22 r Alo- 0:.,o - . .-.- J.C:192.72 I I �� ' 7' ' D ''c ` ,_ TC:192.3• 1 F 1 - \-l }, ( 1 ''-( '".r ,{ j )-`�`_i`-; • �'��eC�� Ow� t'��' \iiili �`' O .O 8 . BC:191.8 I -( -1 v1 '� ',3`0 �� \\\\,: ' fTC:191.854 1 r�_ l _r"• \.: _` r �� ,� �• � • `� dA ; c�c1 �, • � G ❑, 1 BC:192.35 I "' _ • - ,_41' -of , • 0-'' ' ,--- , - - .--- "-• ''° � `' ` ��5�\�G , . . . . . . -.-.-.-.-_. ...,-.„-•:.---- . t _..! AM= I __ •- /• - "1 ! 1' . TC:192.33 , f I _ -• �" r •- 1 ,.- 00 TC: 2. 4 a• ,13-C-:191.83 TC:192.04 - - - '' ,\5W MRf�THA+T ii: 1 ••°� 4, s .'.- .' . - - - • A 0 t-: c-; * -0°'' r . , BC:191.54 oliiii _ J 4 ,-- • ' 0 ft. � TC: 2.58 ; �r� i � �e,f +" 43C: 2.54 o CO- BLOCK �� #1#441Pili �• \ • �. 'I a TURF FIELD WALL '•\'® . ,,t, , \ ��. qot S'II �\� !. v ; • "- Iv �// \ l `'0'4. 0 tC-j 16All4 / VI+1; - FOOTBALL FIELD O / \ ir ,. 0000v / �` v� -- ' '- COO \9 S . DRiM II G ;2.6. I �. \ `�A OO Q�� ' O H o � \ A' �m \N. � r' I I Fb1Ji4it�h �. S.;) T ' 1 E TING S�h� 1r m D , '�, -CONCRETE »� XlS �.. '�'�ov� C '�1 t AIB + •/ ; r�i s' WALL I BUILDING ',' �� O,�L�`C, r �! GP o I " + < �d T '185.20 0 (A -- '' PI c) I0 * ARTIFICIAL TURF : 4111 ~ 0 �' I BASEBALL FIELD ` p`i d� I b ,-, - . to A _ ,\C., CP" *. A '�` { �� sS� ..-----"t:D H--; �' oU ,- = DATE ...: I \\ am- . . . _ -111 z � � � � 8(r�- Al.. .01, -186 � , , SD �' �= �� ' �' � � - ,_, __Emomm iR185�:�6 \ /,' I �_: �:�;,� �, �I L-1 � `tp PROF • \ A.:- ,, - \',*\ + I co �0 FF co . ...,. .. \•,•. YAULT I..._ ...., ...,,.. . <f at = - fs+L pr .. ■ . . ` X it I r, OrO 1=16 4 /// /.!,, .. 1 Ark- ORE UNDERGROUND ACCURACY STATEMENT I R ) --- - ' . . [ i�` I° fH w c.�� THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM e a +) p D(FIRES:12/31/2018 FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS.THE ! -pr x _ _. AEA" - - � le ,. m• SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND *lII UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT •- TIGARD TUALATIN SCHOOL DISTRICT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE r EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE j, ° I•' TIGARD HIGH LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATIONO ° AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA F . .L--a;, ° REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY L�°°°° ' SCHOOL TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS MODERNIZATION SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SCALE: 1"=40' .• SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. 40' 20' 0 40' KEY MAP i ) 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 itJurisdiction Stamp Area W 0 0 Z_ 0 J D CO GRADING PLAN 0 to O oo w M I- 0 3 . 0 0 - G u u \ PROPOSED LEGEND J� __ - \\ -STRIPING bassett! SW DURHAM RD _ _ _ - - ,94.00 - u \\ -CURB LINE architects ------ - : - ... - ---- -- �,%y. ❑ ■ - - - - - - 550 -EXISTING MAJOR CONTOUR (197.79) ! \��. W W ❑ \ -EXISTING MINOR CONTOUR (198.11) -198- FFE=994.0 \\� \ 550 PROPOSED MAJOR CONTOUR ��i W W W W \ 721 NW 9TH Ave, Suite 350 �. . 4 W W \ 549 -PROPOSED MINOR CONTOUR Portland, Oregon 97209 7,0„. • ' VT / LLL ❑ ❑ ❑ ❑T] ❑ ❑ ❑ ❑ j'� ° WWT {206) 3409500 F (206) 3409519 -:"I) ❑ ❑ ❑ ❑ ❑ ❑ ❑ / 4 •pO \ LIGHT DUTY AC PAVEMENT SURFACE 70 1=1 Ilr9117_ S❑ �' 1000000000p00 � � � � � G - • , r a SD / + a 1 /� \ d 193.7& \ - °•• • _ ° a _ r a 194.01)-•` ° \ -HEAVY ASPHALT PAVEMENT SURFACE - w W w w ; . • w ,- -w ww .. •' .• TC.1.98.'1'4 . • ° CIVIL ENGINEER & LANDSCAPE -4 • • BC:198.13• -- / d '" , 4 .e ,,,163 76 l ° y W W CONCRETE PAVEMENT . _ i �, a ° _• °•. Q \ Cardno ° :° -Al. ...e TC:198.38 Q I i'�14ii-I' 1:i fI-1- . 1 n n - �d °d ° a n °a W W W \ 6720 SW Macadam Ave., Suite 200 • • �+ C -HEAVY CONCRETE PAVEMENT + ° 7 r+ • 4 a ° T1�:,9V.15 ` ° 410 `4 Y Si, w W -d° BC.d198.3 r}j ° \ Portland,OR 97219 �, I '1 - - vI _ .YWwwYW . . Wwr .-.. W W""-W W W W �`` �..... * W W W J `� 19379WIP .� ° 4 W V W v \III W W-- „ INGSPACE U LENGINEER G197�� W W W W � 19390 `.•- rL+•f -HANDICAPPED PARK STRUCTURAL -- -- _ TC., _ _ W C:197.37 JrW W W y a W W W W w v O.• ` * y \ Catena Engineers - - -- 193.95 \ 1111 NE Flanders St., Suite 206 4• �____ -- - X6;1 • _ W W Jr \ n -HANDICAPPED PARKING SIGN Portland, OR 97232 SC:1 .1 W J � \ / ' W BC:195.b ' \ W l� ' ` %.. ` .:.� t 197 \ _:' \, /r \ TC: • •1 .56 J W • 1 193 9B .549.50 PROPOSED TOP/BOTTOM OF CURB (503)-467-4980 • 93 90 TC'S50 00T =C:195.49 BC:1 5.06 Tq:19c 2 TG:1 23 W W MECHANICAL ELECTRICAL & - r E4 19 BC:196.23 / TC:194.37 - - J' W 4 J / 1 550.00 -PROPOSED SPOT ELEVATION ..{ \--.---; \190x'.. BC:194.45 v W W JrW .✓ W 'a W W 4 \ D ,' PLUMBING ENGINEER - i� \._ 196- -- \ /--� W; - f -� w W ° FFE=1 A 2.0/o --\ f W W W °. -PROPOSED SLOPEt 1600 ;- 4 w i Glumac f * ,✓ JrW w W 196 '0 ° `� ti (55V.00) 900 SW Fifth Ave.,Suite fl \ BC �3 {7.'"------- 4-- ' - /. - - - - -; - W W 1 ti* w W _,.1 0.40 a : / 193.96 -EXISTING SPOT ELEVATION Portland,OR 97204 C. 95:36 �w w . (2.0%) T(503)-227-5280 ' 4 �°�`' r 1 8 \., w W 190.40 ° �, '� 193.90 --- EXISTING SLOPE r \\ 8�:1� .77 W W W W W • FOOD SERVICE CONSULTANT 195 BC 194.23 W W W W W 4 \ 1► 3. Webb Foodservice Design �19� - .4 , W W W ° 190 W J • 4 ' d - 188.90 3700 SE Lafayette Ct. °• �`TC:195.154 4 ,. ° _: TC:194.38 11111111 /. W W ° BC:,93.88 i90� W docs° W W191". e Portland, OR 97202 ° _ a d BC',95. `_ 4 TC;,195. 5 4 1':•'0 188.79 T(503)-236-8566 P ®� 4 . ..4.. W W :C:194.75 a a a ° -- v... .._ - T - 4 w W 190. a 87.8 ° ` 1 0 '= ! • - W ! W . W n ° . Q n ,• ° • a y _ ��/ �® ACOUSTIC & AV CONSULTANT _„ ! _ w W W W .i. .e w W W W W W , ° da 4 °_ -+ 4. . ° 1 ° ° • d n 46 .. w 18.90 T010'..„.. [�� W r L w w w UNDERGROUND ACCURACY STATEMENT The Greenbusch Group ' vib ~�I a a'• W v W W w W • W W` ~W W-rW W W W W W W W W W W W <1,\ •_ ` • / / // // /I I / / / // / / / / / // / / / +✓ '89 W - W W W 1900 W. Nickerson St.,Suite 201 W THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Seattle,WA 98119 F w W W W 4 • W W W W w Jr Jr W W 141 I W W W W W ° `a 187.80 FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE T 206-378-0569 r _I T :194.89wW .Y W I .1_/ / / / /// / / /// /// //),// / /l /// / // / / / / / / / N, _ _ -/ W w W 18886 188.80 �° SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND �' / ��:,94.39 W W W �A E 4 - \ W W W 87.$0 °° 187.87 ! UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER COST CONSULTANT W W W W J. W W . . /1 I R194 34V W W W / IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT F' ' W W W Y W W 80 aik WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE Construction Focus E= w� ` �` � r v W .l' .✓ W - -° .. W W W W W W / - , - W W W W W Y88 J' W W EXACT LOCATION INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE 740 Almaden St. LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION Eugene,OR 97402 f 5' i W W W W W W •! a / f 1 ♦ W Jr W W T541-686-2031 d r i 186:80 W W W w W a °44 AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA • J. W W W W W • { - 1 1 4 W • W W W 17 / w .i. a • W W W W j REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY W W W '? / ° v W W W W W W W 1,010,...-4° n ` ° a�° • TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE 31 166.BQ ° ,�ja 4 DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS_ SW DURHAM WEST DRIVEWAY ENLARGEMENT ° W : .58 4 SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, (jr, .101.- ° - SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS n� 4 SCALE: 1"=20' °d a ° so ' --4 186.97 NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. Shaping the Future O 1- .1=1.111.11m1 186.97 `tik PORTLAND ` o ° 1si- 20' 10' 0 20' ` ° FFE=187.0 6720 SW MACADAM AVE.STE 200,PORTLAND,OR 97219 a TEL:(503)419-2500 FAX'(503)419-2600 V�� FFE=1$7.0 10( www.cardno.aom F 1897 187.19 FFE=187.0 +\ / �/ �� `\ . . 186.97 . ./ ��ti N TC:192. An. 4ilkiA \\` 4 °" a ° /� W �� ` ° i ��-' 186.81 + W ', W R191.28 1 / ��,�/ 4 R191.2R14111014WIS\ IlEr \1/4 �S / / Y rW / r ` -j /W IIITC:192.36 N_ i\ i v �•.\ / BC19186 i I ® �� COURTYARD ENLARGEMENT , T. 4.416.-witaii6L-wite,A.-- --1-g• " 4 . \\ SCALE: 1"=20' R191.22 \ i O I pow7miiil Y x : 91.33 ... � . girl �WW WW4 ?t T ;191.38 _ wilt, 0 f \ 20 10' 0 20' 1 TC:191.57 �'' ill ElyW W y BC:191.07 TC,192.1 _ +•. `.. AI. W W W W \ ' T y��y2.04 BC:191.62 . •4 a I� .�. °410 I ®.w,w.w.w w W W 191.9'W - s B�: 91.54 J p , d .: .,- J. ,a , . .. . °47 • ' ' ' AM, ii, ar. . . . \,t, . 4 - +.. { c ` (191.7),' . 410 - a C. W W y W W • W .y ,y y \\ -// <^ _-- - r C:191.91 W W * 191.90 TC:191.73 W 3. W W W W * W W WW .. 0 W W W .3 \ . BC:191.23 y/M Li • ) a a yW Y W W W W W I W W / TCr 1.�� 9W /._: _ _ - W W W W I ' ° (191.9) i - . W \ / ` ° W , - ''4Y. W . BC:191,38 .�'\• - W W W W _b/ (188.4) i ' �: - / , \WWWWWW v ._.( 87.0) , .., W W W W W W W W W W w W W * W .y W W \. ° C.191. 8 WW �' W _ ,1. . 8W� 13T . . • s • \f Ti .190.• ' W v W W W .. W _ , - a� R187 d W - -J. • W! v Wr W 187:0€ W - - - - - WW _W -A87.66- - W r - W J. \ a . W W W' W W • w v W W , V ' • � �u 187- \• Y W0, W yciIW ,; W m WW W • \_ _ ' f \d W W co W �. S( W R187.14 . W \ + 186.96 / -- ' SAT . 4\ fret \ '� BLOCK ® 1; 7.65 / 4` a �/' - - � � 1 � 11swbuTia.,RD.-_-I A DATE e ° ' TURF FIELD WALL :..� • /I = _ - :191.35 , r ' Ci- _ o ,:190.85 - • IIIFlf� ��e U -- ?L.-190.85 1 I� >. ` „„iflRr ' Q �`G�PROFF # -- - ...... ' . \ Tc;1)37-c? , Itik A \\ 4. . , 4 . . \, - . BC:187.00 11 ` 1 a _ s.9 - a F00T3ALL FIELD �: 1 , _ r �bid� ' O. .„ • ....,_,,i \ G '% of .I • 4 rt.. \ .1 Gf .\ CING,a + • .4W n/ L / 1, Ni •e a J. m , t . R1 i .U3 Jlit ,*.. EW G. -;�z::, I a q ® EXPIRES:12/31R018 I / ° . ° '< -CONCRETE R185 90 = I ...' rt4, m ° I WALL = ° �� ` i �., ° _. TIGARD TUALATIN SCHOOL DISTRICT TIGARDHIGH --,,,-.__-, _ . rte.- ° d SPORTS PLAZA & ADA FIRE LANE ENLARGEMENT ° ° ° o aI � _ o oa ao _ _ floo° tiom= O 1-17.11.11.1. 1 \' ! SCHOOL SCALE: 1".20' MODERNIZATION 20' 10' 0 20' KEY MAP III) 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 Jurisdiction Stamp Area W 0- 0 Z ❑ m GRADING PLAN ENLARGEMENTS OLo co O W ,-.. ,.., C3 . 0 I ky1 �� .+ • ;f - PROPOSED LEGEND �,�, / - _ --J !�/ -STRIPING -ice � �' �, :�• -' - . fid--=:'- _ t�). .. � - •55•. .�� 'SS . 'S� . - .. - - + . . . • . ra � � e r (YY , fir.. -. ..-IK• - - �� i .._ ._ , - �- _. - 1•A. •.. .- , .. 1,- -:-,,---, *: -'- 1��. -. - f7•- � _��. - -- - �^ �� _ - / __--. /{ iy) f .1 ,.,e,. CURB LINE ii 0 I n G - G G G G G G G G G G G G G G i G -LIGHT DUTY AC PAVEMENT SURFACE / SW DURHAM RD - - - - - _ - - - t� - - - (SEE SHEELC1QFpR PUBLIC IMPRO]LEMFNTS) .( +• ' y L1a888111 .'. , o -HEAVY ASPHALT PAVEMENT SURFACE architects CONCRETE PAVEMENT �v�v�v� �v�v�u�unnuxJ Z vvvvvnvouvvvvvvnovovud- 'vavvvvvvvvovvvvvq c.-31' �] • vvvg000gvvvvn=c1vv 0 t eej h °v ` �1' W ' = 0 �, .- 0 i� -: ; Y.:°• °°a°h°a°..v.....,- So � A,ftJ�"•Po . �P E9�� ,°,.a fj *A--Tr:- .P.: w ES1 -ADA ACCESS AREA pnv.gnq ,,, \� w W W w .•W, `• VIS W W W r6 1:. -r ;.. L v. C= _ s •• • _ _ • �"� ' r ~ 721 NW 9TH Ave, Suite 350 .. z ..- . .._ . _ . - . .- �-- . , .. � �, .... ,... -a .. . ,... �. . - -. . .. "--� -HANDICAPPED PARKING SPACE . I � Portland, Oregon 97209 "- '{r' cn HANDICAPPED PARKING SIGN T 206 340 9500 F 206 34 51 } • -_ .- -- -- - -- -- -- -- i� '2 AL ,- -- -- -- -- - -- -- -- ---- -- -- -@ 0.77% -- li O 4 0 - _ '�iii/"/"/"/"ii,1 Z --- STORM DRAIN;� S OR RA LINE reg11 45.52 F .. . . - .: y; OS. ° 2 ° © 101.34LF 2 s O - STORM FLOW CONTROL MANHOLE C `� s@ 1.00/o @ 0.50/o @ 0.50% ' . U1�o;:o�d°•.°• ~ CATCH BASWGINEER & LANDSCAPE �ipit O J - i -- - • - " CCa dnaIL N") • -- Citat.114 po • =� SDCB 14 ' ,•' r E 11 6720 SW Macadam Ave.,Suite 200 V, , - a� • Wilat •� -- r • B Portland, OR 97219 .; ':. �. i•x 441: .-�• - �_ �� -' `.r T(503)-419-2500 a C 8 69LF - SDCB-13 . . •. i - - _- - A� STORM SEWER CONSTRUCTION NOTES C • • dr • • , , �, •,- . ,...... , ENGINEER c; - C C • - - _ . , _ _ . _ . . . , ,, sus • • I STRUCTURAL C , ,F T/Ti7i�T1T fiTi�irr>>7r�i717ii ii�>1��, • i>>ir i�ri� . .!. , .::r 1 INSTALL 12"HOPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON C C ."_"- - s - _ _- (. %��: , - �' 1,.'0,0:3'''''...V.11.1:1.-.1;•• • t+ OSHEETC5.11. Catena Engineers u CC C rii/i�iiiii�/iririiiirir�i i i •``i.�`r r. ' . ®a�r�►� * I1111 NE Flanders St.,Suite 206 - 45.75LF � • , , , . . ,,� .. �1` Portland, OR 97232 _= C G @ D2� : - - + / k0 0 - ',� / :. . % ) ; O2 INSTALL 8"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON T 503 -467-4980 1* * - C C ;Z C 0.60% O J � . 3 e SHEET C5.11. ( )} 0Jam:; •-- c C : / / '.; I MECHANICAL ELECTRICAL & • © C ;A C ,� '; / a • O INSTALL 48"STANDARD STORM MANHOLE.SEE CWS DETAILS 010,020,030, 100, PLUMBING ENGINEER i C I •¢. d ▪ r AND 120 ON SHEET C5.10. °° _ '` G - ' 'i O �„1/4.04* r �; • ✓' %1.1 I Glumac 900 SW Fifth Ave., Suite C C ;° • • 'L_ - G �II�...-4-41.11.: 4 CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2"FREEBOARD, 18" 1600 lift_ C �° C °a:poo= n e � • \ O " Portland, OR 97204 . . • ° ° .., , / o ` � �� STORAGE DEPTH,AND 18 GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH T(503)-227-5280 C �� C °garsmg •o • g6[1P°q w ,.,,,� / ' a. ,,�, GEOTEXTILE FABRIC AND 4"PERFORATED DRAIN PIPE.SEE CWS DETAILS 401,402, o ; c • + - oa0.000�P '•` _ SEE LOADING ZONE < �` w+_• I 405,407,AND 794 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET C5.14.BASE Q .:., C ,g • gg -� - e�:<, FOOD SERVICE CONSULTANT 39.87LF - 00 0000000000000 • -14-017?-11.10',• `ti ENLARGEMENT ON *" � v ;� © g❑ vvvvgvvvvvvvv � \ Ws � : ��. `��' WIDTH AND BASE AREA PER PLAN. 1 C C C @ 0.50°/D i °fl°°°0000°00000n �01iil'' ,\, SHEET C4.D2 \ 9fi ✓ - Webb Foodservice Design Q `W C, , vo°oaflaao9vovovv _ ;o SDCB-12 1 �I \ w 3700 SE Lafayette Ct. z �° r O ✓ , - _ - ��'� !It' \ \ `. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION Of EXISTING STORM Portland, OR 97202 w _ C �o SDCB 10 O SDCB-11 O � r`e DRAIN LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONNECT EXISTING C.) - C iog _ g.: "7.. _ \ p \ STORM LINE TO PROPOSED SYSTEM. T(503)-236-8566 C °: C 49.09.351_0F% / ' ' \ \ TIGAR "_- -- ra i� 1 ► � \ \ fi PROVIDE 6 HDPE STORM SEWER STUB 5 FRAM BUILDING FACE. PIPE BEDDING • a /1I•, a IE:189.50' © � I � - ogo` \ \ HIGH SCHOOL O AND BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.11.SEE PLUMBING ACOUSTIC &AV CONSULTANT �F. y ' _ - I - i ' • o°? a4- \ \ \ PLAN FOR DOWNSPOUT CONNECTION. The Greenbusch Group 19.4 0.50%LF _ I g�o�` 0• \ \ � ^ < 1900 W. Nickerson St., Suite 201 I I ;; 7a © IE:190.18 I ,�'° �"o \ \ \ !� O INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET C5.11. Seattle,WA 98119 �' 39.51 LF :••',_o. T 206-378 0569 0.50/0 \ Q �\ I a f D •- --, - 1 } \ \ �� '/ O CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON SHEET • 1 I ie -- (C © 94.81 L F L _ _, _ >_ _. + J \ 4 \ ilpC5.1o. COST CONSULTANT „ I @ 0-50/D EXISTING \ 2 \29.BOLF . G� Construction Focus BUILDING ,lig .' ° e 9 CONNECT TO EXISTING STORM DRAIN LINE WITH fNSERTA TEE ADAPTER. � SDCB-9 105.15LF \ @ 1.00% O D Q ��6�, (MAIN GYM) \ ,t \ .• CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING STORM LINE PRIOR TO 740 Almaden St. @ 0.50% SDCB$ Eugene, OR 97402 4 C SDCB-7 ' ` 14 O \ O a' O \ 1 ANY CONSTRUCTION ACTIVITIES.SEE CWS DETAIL 530 ON SHEET C5.12. T 541-686-2031 , ► 88.48LF C C O \ O \ _ `� ` ''�r �+ O \ 10 PROVIDE 4"HOPE STORM DRAIN STUB FOR FOUNDATION SUBDRAINS.SEE CWS "� 2 i@ 1.38% O -_- --- •• • V . • 0 • C :, UPPER BUILDING FACE \ •• • 2 59.74LF DETAIL 520 ON SHEET C5.12.SEE ARCHITECTURAL PLANS FOR CONNECTION. t •- - C C : C SDCB-5 '!'- • :IE:189.94'. ��I v, @ 3.00% I . C .: SDCB-8 -.•.r.O ,• �, _ • . . . , , u \ I. C C (27, \ O �, O \ 11 INSTALL 8'x11'CONTECH PEAK DIVERSION VAULT WITH 10 FILTER CARTRIDGES. cardn� ' - - •` EX SDMH-101 C J(..0 v , + N'4... , \\ SEE DETAIL ON SHEET C5.12. • G • c ,,,� - -"- " Shaping the Future IN G C - - • • • • • - EXIST 12 INSTALL$ X 11 CONTECH PEAK DIVERSION VAULT WITH 17 FILTER CARTRIDGES. PORTLAND O > O 'o IN i LD SEE DETAIL ON SHEET 12 I = C •-1 - 1 / ESU I 6720 SW MACADAM AVE,STE2o0,PORTLAND,OR 97219 � I C f. Irg_ • 4- a CJ• , 1 a �• \ // // O. ,1 + / / 57.09LF TEL (503)419-2500 FAX( ) AX: 503 419 2600 C G • • f ) ; " • �;p° \ / / 67.90LF © !� © @ 12,00% 14 INSTALL STORMFILTER CATCH BASIN WITH ONE CARTRIDGE.CONTRACTOR TO www.ra+dno.corn C C C © 95.44LF• _., alir @ 1.00°10 �. . "\ I VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON _ C C C @ 0.50%. -_- �� 0 / 1 `.`- . - - '\\ SHEET C5.14, �" ' _ --- - C C C IE:1 181 .66' 1271 LF - •- - / ;is, _, • • \\ . 1 1417„.. . ccc IE:189.29' ° _ . ., 4, . .© /_ i' / / O . . _ -V C OC C @ 0.50/o • . ► �/ ` i� IE:181.29' I 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. C °� Lj \ I . _ . . , :At < , �� _ , _ _ _ 16 INSTALL 60"CONTECH WATER QUALITY MANHOLE WITH 4 FILTER CARTRIDGES. l C o •;I C 125-91 LF • - alt _.-_'_____"._.'_-' I SEE DETAIL ON SHEET C5.12. Jt I I' L. - - - - -O- -0- - - - © 0.50% `�rifir."��41�3lielw 1* 41 32.27LF ." '.'_'.' 51.46LF ' _ C C C I 19.90LF @ ��1 =;��/� SEE MAINTENANCE/FIRE @ 10.00% © `.:.;.:.'_ ! 2 @ 1.00% '1 , _ . 0.50°/D O LANE ENLARGEMENT ON G ! C I 2 @ ��4��•'�� SHEET C4.02 - C• C C I SDCB 4 �� ► 4i� �' •�i ++ 4:01�' ._ _ + ,,>F C r SDCB 3 '�� "'��'��` --� © 31.25LF LS G C - 7 •, ; :�- • • @ 1.00% L + SDCB 2; N... J C :2. .. j , C C oI' C I j • ~° O4 2 18.32LF , r. C 49.63LF © L 'SDCB-1' 1 - @ 0.50% �� --�%i ; li j 48.52E o_,, 7 _y_ _ _-- . _-_ _ . . . • _ - S_. @ 5-00% lilkiAllk.Ir.# 8.99LF/ I ,r"- - ©' 0,50/ _ _ - I 2 ._ _ �-� �-., @ °- - - soca-1 s � Q • • � . 137 01 LF ' SW MARTHA ST 1 H . j I -.'"'. - - - i , _\�a@0 0°� :i SDCB 15 O • - - I >- 40,fri. � 104.43LF L•1.. - ii 17' - J S FILTER � . } •I �• I /• • - •O @ 0.50°A �'J� 1 1 O \\\111 t�ti ••1 -\ ,:' .r I °o BLOCKI \ / ^ / \ \ _-��WALLXF I LDOTl1R F E111I7 4 • • : - - '- ,-..' i I slik • -4-- . 'c, - 4 0 -I 19.19LF �, �.,, �z @ 1.00°/u i �� SQa FOOTBALL FIELD �S DMH-4 (W )•. ;' = SEE 92ND AVE SOUTH Q "�'• ~ co -. ,, �.19.601F �1.` opv��oy� o ;. .s:DRIIIKtNG. ♦� ENTRANCE ENLARGEMENT ON _ \ @ 0.5O% ©A J�� ` I / • ..YFbt1bYA ti ; •, .� SHEET C4.02 �� ''• I • EXISTING 44�XS��'' r'4• SEE STADIUM BLEACHERS �-colvcRETE BUILDING 00 O�� ENLARGEMENT ON SHEET WALLOP- \ �� • ��. \ SGP I 1 > C4.02 (AUTO SHOP) �: II • " • ARTIFICIAL TURF \ _ EX SDMH-103 W *' w L BASEBALL FIELD \I \ min- ` 103.71 LF = \ (j'e,\ Y.Cj�G@ 0.52% © M.►� o {r} At ffl .�� G2 w ::: - .. ., � .. � - - - - - - .. � DATE - - ` P� +/� 12.84LF I • I -/ 86.35LF 6 O@0.50% j : ' ' T_- I I R @ 0.50 0 / SDMH 3 tiSDFV-3 I = I I • �� I �. ' :_l HIM 71----6:---3> __NiENO0 k 4' AIIII. " `F� Fss' ^ I . I , `! L`' `� 0.50% F - '� �G' NGINFfq spy -� 9 I �. v SEE SHEET C4.02 FOR ENLARGEMENT v :. VAULT FILTER fi - ' ©l 'Is', �� 38.45LF �� or�� ', @ 1.97% O x ' i I° ORE�� 1 J �� zoo 5 CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA MANHOLE DATA FILTER VAULT DATA Q ♦ �� . 9�•j °� �y1� o ` SDCB 1 SDCB-5 SDCB-9 SDCB-13 EXSDMH-101 SDFV 3 • I i _ o RIM: 191.07 RIM: 192.40 RIM: 195.83 RIM: 194.34 RIM: 193.85 RIM: 184.30 •o �° • E}CPIRES:12!31/2018 IE OUT(8"W)=188.56 IEOUT(8"E)=190.07 IE OUT(12"S)= 190.85 IEOUT(8"SW)=191.11 IE IN(12"N)= 189.65 IE IN(12"W)=179.02 UNDERGROUND ACCURACY STATEMENT = ao�,, . * , �", . ` � i oa IE OUT(12"E)= 177.22 d *�� THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY u° " SDCB-2 SDCB-6 SDCB-10 SDCB-14 EX SDMH-103 a ■I' RIM: 191.22 RIM: 192.00 RIM: 193.91 RIM: 192.35 RIM: 178.94 SDMH 4(WQ) INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 9 • _ TIGARD TUALATIN SCHOOL DISTRICT IE OUT(8"W) 188.52 IE OUT(8"S)=189.80 IE OUT(8"S)= 190.02 IE OUT(8"N)= 188.76 IE IN(15"N)= 177.00 RIM: 180.86 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 2 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT TIGARD HIGH° IEIN(8"E)= 178.15 IEIN(15"N)=178.92 ° I SDCB-3 SDCB-7 SDCB-11 SDCB-15 IE OUT(15"S)= 177.00 IE OUT(15"S)= 177.12 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION • : ..„1:::: INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS - '°, RIM: 191.40 RIM: 192.15 RIM: 193.08 RIM: 187.14 _ POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND • SCHOOL IE OUT(8"N = 189.21 IE OUT 8"E - 189.96 IE OUT 8"E - 190.16 IE OUT 8"E - 184.08 SDMH-3 _.o. ® a,ao a " °°°,a �•� � } ( )- ( ) ( ) APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO RIM: 184.42 SCALE: 1"=40' MODERNIZATION ( POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SDCB-4 SDCB-8 SDCB-12 SDCB-16 IE IN 12"W)= 179 28 1-17111111. 1 7_-_- _ _ 1 ` j RIM: 191.45 RIM: 192.62 RIM: 192.78 RIM: 187.30 IE IN(8"N)= 179.28 SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IE OUT(8"N)= 189.28 IE OUT(8"W)= 189.07 IE OUT(8"S)= 190.12 IE OUT(8"5)=183.53 IE OUT(12"E)= 179.08 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 0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 I..L Jurisdiction Stamp Area ^W 0 Z 0 D m STORM PLAN fl WEST o aico O N w04 . 00 r V J n ID '\ - ' h - a r�� - - - - - - - - - - - - - - - - - - PROPOSEDLEGEND bassett/ I I SW DURHAM RD m„ 171L97 -STRIPING architects U LO V-- .... 4C' n.-- ------6K-ii . •, 57 • ) 0 - (sr)-)-- )_ »4 — -01 - -ems ' /-_ ,_. ��, - Th_ . , CURB LINE 1 SD • • w w (W _ `� LIGHT DUTY AC PAVEMENT SURFACE cn _ �"" IT /YRT r. ,, T _ T 1-- --` —`� 721 NW 9TH Ave Suite 350 W {S} I I �� gs'- -- -- -- — _ ��- -- X X oTRF�� : :MENTSU , — -- X-- ..— regon oran ,- T (206) 340 9500 F (206) 340 9519 di (� (� F a r— T T T X (� ' cow SCOW 1 Z I /////////iff/////////////i/iB[!MP BUMP - x �,� ..— \ -ADA ACCESS AREA 2 / rswwT y 1 O I I I I 1 X � 7...- ,c2 6. -HANDICAPPED PARKING SPACE CIVIL ENGINEER & LANDSCAPE '/ ! -HANDICAPPED PARKING SIGN 6720Carno m . . i I 1 SW STING ! / � 6720 SW Macadam Ave.,Suite 200 ILDING /// Portland,OR 97219 A ITORIUM) 1 (G) — -STORM DRAIN LINE T(503)-41M9 2500 i I \\\\\\••. i ✓7/ (SWIM I "'�` , O - STORM FLOW CONTROL MANHOLE •1 / CENTER) STRUCTURAL ENGINEER 12"CONCRETE / ® -CATCH BASIN WALL ; " Catena Engineers I1111111a+of-otT 1111 NE Flanders St.,Suite 206 - I Portland, OR 97232/o////oj I T(503)-467-4980 411 ,• �� 0 STORM SEWER CONSTRUCTION NOTES I rJ�\ Q` BIKE RACK l MECHANICAL ELECTRICAL & J� I �� I / 0• INSTALL 12"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON PLUMBING ENGINEEROVERED y. ,:. ' / /!✓J✓ ✓✓///////// f i 1 X v SHEET C5.11. GIUI11aC CIKE RACKS BUMP �, - •ti � — 1 .".• I 900 SW Fifth Ave.,Suite 1600 U3 : chit =• %//✓////// ' 6"CONCRETE 5 CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM 32 SPACES) A ` O Portland,OR 97204 " ;• WALL DRAIN LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONNECT EXISTING T(503)227-5280 ,� X j STORM LINE TO PROPOSED SYSTEM. / ' i 4 $0 CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON SHEET FOOD SERVICE CONSULTANT X1 11 WHAT I I CO O c5.10. Webb Foodservice Design T 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. 3700 SE Lafayette Ct. \ O i X Portland, OR 97202 17 INSTALL 8'X 11'CONTECH PEAK DIVERSION VAULT WITH 14 FILTER CARTRIDGES. \ I I r / ! r• T(503)-236-8566 f 1 / SEE DETAIL ON SHEET C5.12. \ I �' 1 / 1 \ ,� I ti �' ' 1 a ACOUSTIC &AV CONSULTANT , ,;, 18 REMOVE EXISTING MANHOLE AND DISPOSE OFF-SITE. J 1 * .....T The Greenbusch Group I 1900 W. Nickerson St., Suite 201 I- \ \ I Seattle,WA 98119 (CAFETERIA) I X T 206-378-0569 • t [5 ' 1 CATCH BASIN DATA FILTER VAULT DATA -- —� 0 ::. COST CONSULTANT �-1 N1/4-'— i SDCB-20 SDFV-2 Construction Focus %;,,• I - RIM: 179.91 RIM: 177.77 740 Almaden St. SS To 106.ts8L°F I IE OUT(8"N)=179.20 IE IN(12"W)= 174.80 93.31 LF 1 Q SDCB-21 @ 0.50% Eugene, OR 97402 IE OUT(12"E)= 172.50 T 541-686-2031 " @ 0.52% x o SDCB-21 ;+ �s�- 49.58LF '�""' c RIM: 184.68 - i• 0.50% O • _. �� IE IN (8S)=179.70 �@ .5 ��A -- _ _ - � I sDCB22 MANHOLE DATA ,� SDCB-23 _ -_ I Carrdr�o e' �,� / O � (w) ) _ _ �. RIM: 179.27 EX SDMH-102 � /1 - ';10.fron... 4,42_,\1:01/40*,... f. `f+� �""" J IE OUT(8"N)= 178.56 RIM: 176.67 Shaping the Future SDCB-20 1 IE IN ,2" 171.03 c� — f = PORTLAND L 4 I : SDCB 23 IE IN (4"N)-171.03 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 164.46E F I f TEL.(503)419-2500 FRK(503)419-2600 RIM: 179.85 IE IN 10 S - 171.25 ' /////✓ / O IE OUT(12"SE)= 178.60 IE IN(10"E)= 171.03 www.catrino.com I .... % / ✓ @ 0.50% �; SDCB-22 • \ 15.61 LF 1 i �' I @0.50% a � COCb / 1=Z EZ 1 0 45Pin / Go � / • / X 5 I EX SDMH-102 O / wm / 1 I I .�+� / 76.18LF ' `�� i /✓///�/✓ 0 317.17LF 1 @ 1-93% '� , x , @0.50% I p .., ql - \ waaTa \ Y!Ww • / �y I] ovn� � } 11 A err—r (�} P .. Sl j © www —� 11•••MOM — -- a--. �— s 'Illi �S�\��G �,so . #.-. , i.,, `a` ,E} _ -�'E) / 6'CHAIN SDFV-2 gel • �C,��\2\ ' ��1 LINK FENCE //////////////////, I EXISTING No I c) c,1 * f c- c' p\�G , N BUILDING W IL5 (a�\ ////ii✓/iii/i/i/i/ice✓_ /J//// J , (7) / y■ i/, ■ ,t,;:. I -\\ c.1 It , a I \c'''''\ o i-d- ASPH ALT4111 _ Ak ,,,) 1 •A leSQ�PV I ( A a a I _ giir I ® IQ _ UCD 0 1— ii- ILI I w 1....1 ' s. - _Ro ! 1 hA r 1 # DATE C9 I \ —.-„--.- z _ ' •• s© \wok - V �' - -� ' \ � `° ILIAL„, �� ° <1 �EpPROFF 1 y , •, I E :4� . -. Q``� . ! 1 i`� °\ '9 09 C 7 28PE 1_ C 1 _,, r Q,L A.ot l211:� 1 lin. �, � s. 1 4 ORE r9 01 ri r------- w,a� 1 19l ti. as. /° �5_.... I ` a ` ` 1 EP /NEW C• I J °O 0 ° E(PIRES:12)31/1018 UNDERGROUND ACCURACY STATEMENTO °°• ..g.„, ° I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY i = a° :;II INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES x TIGARD TUALATIN SCHOOL DISTRICT THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 4 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT . I°� - TI GA R D HI G H WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION ° ° °� INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ° �j° POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND 1;.' ... ° ,000 Op GOSOPS SCHOOL APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 1--- 711111M1V 1 MODERNIZATION 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 0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 IJurisdiction Stamp Area ^W 0 0 Z_ m STORM PLAN EAST N 0 to oi co UJ N CD N1- C4 . 01 01 CD v or '7., Cru ULiU ° ❑ ❑ ❑ ❑ ❑ W W 01:1101:100 • .I 4a • O IV 41:1W W \I ''' 4, oodl000 s . , * , * \ / WWWW•` t,assetti/ W W ° ° °gio �• � �. � Y � �. _ . - witiiw. ").04,e W W �` PROPOSED LEGEND I W v v D ❑ ■ ❑ ■ 00000000000 W W W W W • �� ` ;. w b WW W V STRIPING m • W ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ W W W W - ® Q t IP architects _ _ _ _ /��)1 ♦t` s r CURB LINE - W 4- 10000000000000000 w w /land � ! / a_ • ` W W w w w w 11411k-:;;V:' :1 W w w �4elk 1sl a -LIGHT DUTY AC PAVEMENT SURFACE �� tip�� ,,fi ��T + . W L7 ❑ nnnnr� ❑ ❑ ❑ ❑C7❑ CI ❑ R. 4 ♦ 21 N TH I13.82LFqW w�� © @ 0.24°�° W " ,, W Ml� 1 L -I�S 7 W 9 Ave, Su to:O9519 -c } -HEAVY ASPHALT PAVEMENT SURFACE/h 28.09LF �1e��1'�' �' - / Portland, Oregon 9120 © @ 0.49% W W tV t i 4 4.'a 011, \ ,. . .... T 206 340 9500 F W w W w W W %® �� `►, .. _} W p w W CONCRETE PAVEMENT dialik AM .% ° i 31.7oLFw \ 8,:kF� �� ElYi ADA ACCESS AREA t \ ' W W w W W � �� " ; a � ° �, ' °n w @ 0.43% ©w W W �_ Ods 2.49% �W\ -HANDICAPPED PARKING SPACE I til ' #41*. `i_-- CIVIL ENGINEER & LANDSCAPE ❑ ❑ :� 0 \lid \ /'� ■ ❑ ❑� ❑ ■ w \ -HANDICAPPED PARKING SIGN 6720 SW o �� , © � ❑ ° - w O 6720 SW Macadam Ave., Suite 200 • ;�---- --R-- ; -- " . ❑ ❑ r ❑ ❑ r ` �� Portland, OR 97219 .._�' �< _ �. ,,, _ , STORM DRAIN LINE T(503)-419-2500 W _` ❑ d o❑ 7 ._ _ . .. , \ � / D - STORM FLOW CONTROL MANHOLE ` f / STRUCTURAL ENGINEER �, ( - /,..--i •>____(_ >-- � � � � `\� ` � 0 -CATCH BASIN r ( ,•„------( 7-4\ ,, _ 11.22LF \ ° ❑ • Q • , \ / / \ Catena Engineers r ›---K -_ i�- y._.r:` @ 0.50% Q glp - ■ ° ❑ . OX 1111 NE Flanders St., Suite 206 _ --- ;__ ---<, ► E • / \ / Portland, OR 97232 ~� �i ;� % %___.! r - \--./ O W ` l 0 T(503)-467-4980 \ . 0 STORM SEWER CONSTRUCTION NOTES i '�� . MECHANICAL ELECTRICAL & l° / .0 - •-• - INSTALL 12"HDPE STORM LINE. PIPE BEDDING AND BACKFILL PER DETAIL N 56.209LF / O A L 180 O PLUMBING ENGINEER ' :::•- " � o 0 � � / SHEET C5.11. Glumac • LOADING ZONE ENLARGEMENT / O INSTALL 8"HDPE STORM LINE. PIPE BEDDING AND BACKFILL PER DETAIL 180 ON 900 SW Fifth Ave., Suite 1600 O , .0 +, SHEET C5.11. Portland,(5032207 52$004 SCALE: 1"=20' \ SDCB-18 I O INSTALL 48"STANDARD STORM MANHOLE.SEE CWS DETAILS 010,020,030,100, FOOD SERVICE CONSULTANT CDS„,,,, -17 0 AND 120 ON SHEET C5.10. Webb Foodservice Design 20' 10' 0 20' �, O� ` g , - 3700 SE Lafayette Ct. / - i O4 CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2"FREEBOARD, 18" Portland, OR 97202 STORAGE DEPTH,AND 18"GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH T(503)-236-8566 ' \ \ 15 SDCB-19 \ GEOTEXTILE FABRIC AND 4"PERFORATED DRAIN PIPE.SEE CWS DETAILS 401,402, __- - ` \ 405,407,AND 794 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET C5.14.BASE ACOUSTIC &AV CONSULTANT _ \ WIDTH AND SASE AREA PER PLAN. �} 11111 © 17.s6LF_ The Greenbusch Group 31.7.51L0/F. O Nr_.„ ` @ 0.50./7 . O PROVIDE 6"HDPE STORM SEWER STUB 5'FROM BUILDING FACE.PIPE BEDDING 1900 W. Nickerson St., Suite 201 @ 20 -.� \ / AND BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.11.SEE PLUMBING Sea#tle, WA 98119 = PLAN FOR DOWNSPOUT CONNECTION. TS 206 378-0569 II \ � U \ 37.77LF `• 1 m \ O INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET C5.11. COST CONSULTANT - _'-� ; �© @0.87% \ ` Construction Focus 13 INSTALL NEW PUBLIC 48"STANDARD STORM MANHOLE OVER EXISTING STORM 740 Almaden St. U A R TI F I C 1 A l TU F I PIPE AT POINT OF CONNECTION IN 92ND AVE.SEE PUBLIC IMPROVEMENT PLAN Eugene,OR 97402 G- o ON SHEET C7 00. T 541-686-2031 1 3ASE3ALL FIELD \ \ 14 INSTALL STORMFILTER CATCH BASIN WITH ONE CARTRIDGE.CONTRACTOR TO 4 (w) \� - . \ ` VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON SHEET 05.14. - � (r) Cardno �:, \ 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN.� 57.72LF - A Shaping the Future 1 '� @ 0.50°r° 0 \\ ` a• d PORTLANDMAC.AOAMAVE,5TE2010,PORTLAND,OR 97219 TFL:(503)419 2500 FAX(503}419 2600 Ei \ www.cardno.com '.cardno.corn NAG` :. ® ` MANHOLE DATA CATCH BASIN DATA wMH '.• � ., ON RIM 132 P SDMH-1 SDCB-17 RIM: 192.67 RIM: 187.03 I v• IE IN(12"E)= 185.64 IE OUT(8"NE)= 182.05 ` IE IN(12"N)= 187.64 i i SDCB-18 _wV I 1 SDMH-2 RIM: 185.90 I RIM: 191.68 IE OUT(8"SW)= 181.12 MAINTENANCE/FIRE LANE ENLARGEMENT IEO T(12 )= 188.03 a°` IE OUT(12"W)= 187.83 SDCB-19 \ RIM: 185.20 SCALE: 1"=20' t1 • IE OUT(8"SW)= 181.15 1-11 ...11..11111 I � 20' 10' 0 20' 0 L, °° z FILTER VAULT DATA IQ I, SDFV-1 RIM: 192.00 i W W V u L UNDERGROUND ACCURACY STATEMENT IEIN(12"E)= 187.75 c , W p o IE OUT(12"W)= 185.95 D * C C ❑ 13 ❑ C THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY d ° ` WWW 0 IU ❑ INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES I ' C o 11? °° C THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE Nil [� .. m W C D , ❑ AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT 4 ° , , . C ° I D C WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 14 C o ; o INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS LJJ E ' C ❑ ' ❑ C POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND �� W W C o o APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO Q 1 �c - Q C 0 13 ❑ C POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND ❑ ESE - - C I ❑ , ❑ SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY z �E / w w W w W ° I ° IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. CV w C °❑ , o C THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. C ❑ 1 I C ❑ ' ❑ C C ❑ 116 ❑ E>rEC ° F ° C 0 diEClic ° C ❑ F ❑ I clic C ❑ w °❑ A I J I f I I swIo . ! I_� DATE x, 11 7:------, 39.67LF �I+#. ( _ !1 G N. .9yI 1Y [ 11 C a c`I @ 0.50°r0 © ' `.` \ V t} i, �� GD��VT 47.73LF_ ri � •. '<C� t�SS @ 0.50% SDFV 1 A . . • m. .. • ��5 0NGINee, X0,19 4 7:•28P1 I ! ® SDMH-2 w . J� _ � , sa- W SDMH-1 © _ - I G . ®V o_ , g Ai NV • r'l ., a 4.6+ fde - 4 ♦. ,� FILTCR I °� r■ � 4 d� o �� h �.-_ ,? L'LMI ��w V L. 10 0I awa VAULT SW MILLEN DR i '. Ii W G, % - .0 .'` ; L p� WIRES:12/3112018 111 4 16.24LF O o ° . W W + �� c_'f * *"*R"" *L ° 1 ° w W fi@ 62.03LF @ 0.50%fl. y 0.50% 41.48LF O ;�I g7 w W W di @ 0.50°1° " ° TIGARD TUALATIN SCHOOL DISTRICT a' 1 3., W W fll v TIGARDHIGH - - .� I 1 � • � o A" _a: STADIUM BLEACHERS ENLARGEMENT 92ND AVE SOUTH ENTRANCE ENLARGEMENT .°o .. °®"° `.°° °°° SCHOOL SCALE: 1"=20' SCALE: 1"=20' IV1 O D E R N I ZAT I O N I ____,-m.,.... 20' 10' 0 20' 20' 10' 0 20' KEY MAP i ) 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 I..I_ Jurisdiction Stamp Area W ^ 0 z 0 J m STORM PLAN ENLARGEMENTS a o CO r 15 W N - C4 .02 co �`3 4,; _..a • J it __ _ _I� PROPOSED LEGEND 3'; y`+ I r, �� ..I .• - � ITI � - -=J',l<�ill� STRIPING :: ,. Y -"'"* v . 1' ' �: .s-: ' - SS• �. 1,.1 .'SS -S '.S5' - _ ►= �, 5. . ,' F� y. :,Pf]:. - is : ..,�. I= Si.) __ -.. ....... -� � u ''` ,I �' SV su , bli -- .. —._ __, CURB LINE n„ G G I G G G 0 G G 0 G 0 0 0 G G 1 G I ' -LIGHT DUTY AC PAVEMENT SURFACE - - \- r - - - - - - /SW DURHAM RD - - C� - - - - - �� bassetti — /f - -HEAVY ASPHALT PAVEMENT SURFACE Q I 0 .. CONCRETE PAVEMENT architects /8 I' I1 °°°°°°°°°° 000°4 �. �' �' ".`:; . •II, anallaaa°u.a6.� � � SD D t) °.. °aq� 1#!I_o°°°o.�� i s ► ....a � I (�! / ' 'T: W \ \ -ADA ACCESS AREA • /`f"" W W W W •.• . ::!N!. . W W W W .r1�It:; :,, !• �.� v. .. r . .. ... . .. . , . . Ave, 50 :•r . .- .. .. . ._ .• - .' • • i 3. HANDICAPPED PARKING SPACE �� "" � �• �' � & 721 NW 9TH Suite 3 E .. 'f 1F'�. .. 3ll' ' -IF' N.�. �s_ W _ �, ..� _� w Portland, Oregon 97209 . _ _ • - . _ . . - HANDICAPPED PARKING SIGN . . -- — — - --- ---... - ._.. . . . _ . . . . 340 9500 (206) 340 9519 V �• art.-)- _ _;,_ , -we 0 .� j '� E T {206} F . . • '' aQ w 410 41,41 /�� I SS SANITARY SEWER LINE 1110‘240,1146,,,,„„ - ---- = S SANITARY MANHOLE c ��,�� s°off°o w IENGINEER & LANDSCAPE :eopo;'oa ° Q w -DOMESTIC WATER LINE , Cardno �, f�� FW -FIRE WATER LINE C Suite 200 n GATE VALVE 8720 SW Macadam Ave., .• - 'P nip ' , . .- : .. : _ _ -: `��li � �� •� ,�� ' r � ...:.: . , � Portland,OR 97219 ". .°• 4: <t ,•1'• 1 77i� "�... _ © AU� ' T(503)4192500 .,. c ' " FIRE DEPARTMENT,' R MENT CONNECTION rC C _ �_�" �'•ioi" . �;i - • D STRUCTURAL ENGINEER {, •_ _ C C ! • • • . . - - - - - - - ,"r. 'r i�llfl�l•fil/1111l/�If/fiiffr l!//)!///1/!/)!/"I!/I/1 /> a. • ,- :.r... : .:,.,„:1. / _ .� C �+ ► _•-•. . - _ . . . . . . . I • • FIRE HYDRANT C :"v.: V :"- ._ . . . . . . s i1 iJ"� �l j r �� I • r. ��a� , . .:,, s� .� 4`Y Catena Engineers • _ l/////,/1//1/r///I1/,/,// i / I 41V( • ' • 1111 NE Flanders St., Suite 206 C .. �► . REDUCER• / %�0�� ,• I ❑ Portland, OR 97232 °° / , ti ti'" T(503)-467-4980 �Q �' c c c s: _ '� ° �1► '��' SANITARY SEWER CONSTRUCTION NOTES ., ' . " C °°' C - - - / / 1 I MECHANICAL ELECTRICAL & }. • . r / 41. INSTALL 6" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PLUMBING ENGINEER ° • c it .� /` .� :. '� ;°•' •o PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. ' a° +. MOM�„� ' C =1 • -� •. , I N.v. Glumac 1 . c C R4: C T _ � , . e o; :�- V�410 I 900 SW Fifth Ave., Suite 1600 C C • _ ,: i / �` '' \ <, Portland,OR 97204 • cooao°� w , .., 4 8 R 8 \ \ j - . C C oo• CI 0000ao� ':"�= / � \ WATER SYSTEM CONSTRUCTION NOTES T(503)227 5280 C /+ • SOP°aca�� • ""° SEE LOADING ZONE ." Z l� �9ooeoo°°°°°°°°° ENLARGEMENT ON �\ ��+ �+ ' ` aI X' 4 t�" FOOD SERVICE CONSULTANT "' C Ci �ppoaaooa0000000 / 1 �� y \ y ��`' INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND �' Q is _ C : a,� 1. °°°°°°°°°°°°°°°° IIIi,II�I y .,, SHEET C4.12 \ .414 ��' \t.�j " O BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.30. Webb Foodservice Design ' c t cnI - oa: 1• �dll i \ �i:�s," I 3700 SE Lafayette Ct. 0.\ 411> INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND Portland, OR 97202 " !C+ 00.4 C ' • - y ,+ - %% �\/p.a'o' / ►_ \ \ TIGARD BACKFILL PER CITY OF TIGARD DETAIL 184 ON SHEET C5.30. T(503)-236-8566 - • '�4 ' • • i _ - -• • trifil . '�` "� °°°°,� \ © INSTALL 3" DOMESTIC WATER SERVICE LINE. PIPE BEDDING ACOUSTIC &AV CONSULTANT ' i .a°aa°°. \ HIGH SCHOOL a r:' ." •J1 Wr/i ° p°•000000' \ \ \ AND BACKFILL CITY OF TIGARD PER DETAIL 180 ON SHEET The Greenbusch Group .i - a00000° \ \\, ^\ C 8 PROTECT EXkSTING HYDRANT IN PLACEDURING1900 W. Nickerson St., Suite 201 I . •a°°aa. � :- .. ("1" :adoo°° Seattle,WA 98119 i a,.. _11111 ��° \\ N\-.4H:\\44,44. CONSTRUCTION. TS T206-3780569 I I -_ - ®0 L — — — _ i \ \ - COST CONSULTANT iI EXISTING EX \ \ _ - -__e% C C - .'.', BUILDING Construction Focus C C -" • 0�`�� {MAW GYM} \\ A.. \ 740 Almaden St. �' C C C .' �N �+ \ 4• „ J.. . , \\ �i Eugene,OR 97402 _ C C C .` •. \ ° .'✓ ' \ T 541-686-2031 r co DUL Q - • - ' C aut. C - ••• • UPPER BUILDING FACE \ • \\ r 1. °°c 1. /moi/ . _ ` l• C oo,ggr C -. - y • ' ' Cardno I!I! C °°r C °°° \ \ Shaping the Future C C �� C - '. - • • \ /// /) y..-V...-... \� EXISTING PORTLAND _ C I p„ .. �. .i - - - _ O_ _ - 1313• . ` / / • y ••• • • -♦ / BUILDING 672(1 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 k:'...fH. ` ( �S9J ' • .I - I_ -, • • #� �-9°D\o o / .•••••••••'"...\/ i // I TEL (503)419-2500 FAX(503)419-2600 C c I - - 4012: \ / / , . .-----. . . ��, w w.c r no.CORI .� °°• Nc ' r r • C . - °°a ° •00 C C C -e '--:-+"-" - i t �▪ �'r. / \ / '°: ��\ _ �' LIDO C - .'. - . /11/424•A"-01,116:\' '''., •• / - . .`.'-'.'.•.-. LIDO • 1� 11� I _ _ I 41.11/1111 /� �`. - SEE MAINTENANCEIF[RE C °°a LANE ENLARGEMENT ON - .C. - ... - - �,.. i ....G.... ... ROM *MVP _ VI � �t�e�a�1t�;tt� \.� SHEET C4.12 :.. . C C o o a flan C ` — _ - , •• •• K 1-.. - • �4.00�6 4e4011. '7-'- 'i / . _ •• •: i C.'C i • �p�j — ,.- .- C poo c _ • � +� � � G� �/ {�' ! • - - \ . \ � - C aaa000 • C IP ~• lul • • d. ,,,::.:3, ) _ . . • ODD C ma. . . . . . - - . . - . . . . .:'_,11:••10111: . \--:\ ,:.\ \ \ ...,1 __________,„1:.... . ., . . „,,,__ , o , ,......., , . . . . . . . . . . . . sT Psi V.v. ' amu , ,` ' �'-8 —( to W r WIII - . > • i �� • •°; • 4 fn -00D• / a, Ili .- I. p'• -, --...._BLOCK . 05. ^ ..... 1it A. ,. (f// _Q zI TURF FIELD WALL \® f :900• III 1 ml .. FOOTBALL FIELD //Z • h, \S�\� ;. SEE 92NDi�VE SOUTH Q ss \ 'Py�j '�' Qv��:. •. vi G,,v. o O , DRIKKH4G ', ENTRANCF.IENLARGEMENT ON \ o�w ��,�\ • • `* -. c . P6COrrAIN ' .m SHEET C4. 2 ' s EXISTING �S�� . - CONCRETE ' \)\;.-8t ct BUILDING OU • WALL ►" • � ` (AUTO SHOP) '�� w. _......91.,m,..:61,1%... �i — �!. .• } sem. • r. LU - / ARTIFICIAL TURF \ \ 1 „`" W ," BASEBALL FIELD ' \ \ �` - °(��GGGPG / �'� o z A . . . . .. � .. ... .. - r 1 DATE S ` I`V 1. ir- -�-- :� - ao ,,�.J•.-uav' c FII -�.L--lrO-'i �. �- / '„a. 1 7F' 1. \ 11 �; - '� 1 {� I, 14g�_ ilkC Iii ,� I ` I " r� I: a PROF :r 1. e 7 28PE 9 r 1 oT r L IkGINee 04, ` _ �� s ° lsa. pi EA .1* •• ��° ORE au- �. ,..,:d c;\09. 2°°�� UNDERGROUND ACCURACY STATEMENTO ° IXPIRE5:12f31/1018 ..:7". . ::::: t'II THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ull INFORMATION AND/OR EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEES 3 _ / TIGARD TUALATIN SCHOOL DISTRICT THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE a / AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT I° TIGARD HIGH WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION ° °°� INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS a -w*... POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND I °°°° ` ° °° '" ®'° ° ° SCHOOL APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND MODERNIZATION SIZE INFORMATION- INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY c of 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 MAP11_) 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 Jurisdiction Stamp Area W O. 0 Z 0 D 0o SANITARY & WATER PLAN T WE p S co N w CD M C4 . 10 PROPOSED LEGEND F I- " ' E: SD• - I \ STRIPING At GURB LINE -LIGHT DUTY AC PAVEMENT SURFACE? in - _ _ _ _ _ , _ _ SW DURHAM RD T„gym ,,,�, HEAVY ASPHALT PAVEMENT SURFACE �ssetti Q _ } architects `-` h - . .• — - *'— .; -_ _ (SD) �. CONCRETE PAVEMENTn--- ►� � � 0-- �. - II (. Sf� (SD U 4C* , = • ff. . .,,,,,„T,,, ,_,___,04,_,, „ ,.. / (sil)- _- } ! _ ) + (w� l � (�!+1-__ ac.oETccru Va) 1� -ADA ACCESS AREA W _ — ,. ,eiw3 SCOW r s lMJc /NIA!poewx pie mVwex .11bI-- = (3) r r ^ ■ } ■ 0. C> .- - �— x -- X-- X TRF�� HANDICAPPED PARKING SPACE 721 NW 9TH Ave, Suite 350 -- — — _, 4-I °F -- -- -- -- - — _�r Portland, Oregon 97209 w _. iiik 1 1 fli r ii wh kr T T CROCE WOO _ X x s \ -HANDICAPPED PARKING SIGN T 206 340 9500 F 206 340 9519 L1.1 ` ` I �� x ! -SANITARY SEWER LINE � %///177TT////////////////////// � } BUMP BUMP •: — - I I -1) �r ss LLI I / I /CAW.410. i 1 J I I x •II O -SANITARY MANHOLE _ o / / CIVIL ENGINEER & LANDSCAPE C.) ' Fl / I� � w -DOMESTIC WATER LINE STING ” ILDING ) / FW -FIRE WATER LINE Q / 6 and W Macadam Ave.,Suite 200 ITORIUM) • 1.� CD -GATE VALVE Portland, OR 97219 I' (G)411 — T(503)-419-2500 (SWIM I I' " , .. - CENTER) I ��G -FIRE DEPARTMENT CONNECTION STRUCTURAL ENGINEER I I 12"CONCRETE x FIRE HYDRANT ' WALL iiF Catena Engineers © 1.1 1111 NE Flanders St.,Suite 206 I -REDUCERPortland,OR 97232 4116:1' + I WATER Y T M T(503)-467-4980 G SSE CONSTRUCTION NOTES .,� Q -:\ I I 1- 4 BIKE RACK-- �'� MECHANICAL ELECTRICAL & eJ� I I i ��- ! I INSTALL X" DOUBLE CHECK VALVE ASSEMBLY AT BACK OF PLUMBING ENGINEER COVERED ,- ,0 - , .( , .� _ - //ii//i i 1 x v BUMP t,, -ti RIGHT-OF-WAY IN EXISTING EASEMENT. SEE CITY OF TIGARD Glumac 132 SPACES) – – "' - 6"CONCRETE 0 DETAIL 532 ON SHEET C5.30. 900 SW Fifth Ave., Suite 1600 -� '1 WALLI Portland, OR 97204 I T(503)-227-5280 I FOOD SERVICE CONSULTANT LU I� �""" I I Webb Foodservice Design I I. r x "' 3700 SE Lafayette Ct. )\ I.: Portland,OR 97202 1 -E-2 I• � — * I � � T(503)-236-8566 I [ in /,./ 1 0 ACOUSTIC &AV CONSULTANT �"" The Greenbusch Group L N ai 1900 W. Nickerson St., Suite 201 (CAFETERIA) I Seattle,WA 98119 ` I T * 1 x 0 . T 206-378-0569 111111111COST CONSULTANT � �`, I ! SS 740 ASConstruction Focus \ w Eugene, OR 97402 \ .11 x .. T 541-686-2031 __---- iLe A 1 _....___ 1 _\ yyA ... EX 4' . . . 11 )�.-�(( (J ) Cardno .• �� , l • I�� /'� ! ' Shaping the Future �/ 15AWT ..^ L I (71--------------- - _/ PORTLAND I • ` ////// j 6TEL (503j720 SW 419 25DpCADAM RV Fq)C( 41 PORTLAND,STE 200, OR 97219 • / / f Q . www.cardna.corn I mrrEr�smwM �- CO , z , / :.11:: 0 ' � / i 6 �- D / i 0 5, _ E 0 .] 0 NW= (SD) EX 10' SD mom (SD) (SD) (SD) Ex lc SD * (SD) ,-.. con7* AI +IL, • Q c- ii) ' L�� A { . CTD =all a ai coma 9 1111E — L. oat .. �`�'' • 1 `` , • I• .. iti..JJ ..�� (E) fel �,c, ,G (901 oaE , {E) __ E) 6'CHAIN �s. \)\\ I ‘4'°.- , �F. LINK FENCE / cDc. ��yG EXISTING N5 I �1 Cie ,, ��\S O\ G �, / BUILDING / xm ` ��\\' • /11////// • / 110 G 0 \e\- EvG� ASPHALT / N A4Toe. SJR vg\'' 4TP r ' Q E 4I 0 U $ 410 I w =w El III 0 u) `� I Jr w •1 u) / 1 w _ L�-..1 . 11.1' +I�.�D I 1.._ _ __r I # DATE U > rr __-- .� n Y W SD \ � I � �t � �� — .! VOI. jr* _ , v _ ; - Iu11��I < I �,,oPROFess it , ;i # l ` GtNk �O I 1I �1` \ `: ��' _' Q 7 28PE l I r° �; l l o��.� 11 ORE .r • - ♦ ' 1 4 �C _ • p- - - w — Iles — � rHEW C•\-`. UNDERGROUND ACCURACY STATEMENT _ - i !,.: * . I °° o ©° DOMES:12/31/2018 e 041 M # # # *'I� THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES •+ TIGARD TUALATIN SCHOOL DISTRICT THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE K AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT i°� - TIGARD HIGH WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATIONO ° G° INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ° SCHOOL POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND °° oa° °p °° °° ° APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTYF--- 1711.1.11.1 N. 1 MODERNIZATION 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 0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 iJOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 CtJurisdiction Stamp Area W ' 0 0 Z 0 J D 0o SANITARY & WATER PLAN co 0 EAST Lo co CIS w (NI F C4 . 11 cn1 - PROPOSED LEGEND -STRIPING u � „ � � � - I -CURB LINE ❑ ❑ ❑ ❑ ❑ ❑ r., obasf;qi/miemirsiswar D . .,„ • -m - 000000 ��+++ a .,, a ❑ E e ❑ Q ❑ f W v a�•�: b /� �1 0000000000000000 wik '. CONCRETE PAVEMENT v4' tJ V ' ® t ,: w w ❑ ❑ n ❑ n ❑ ❑ ❑ n ❑ Qn ❑ Q ❑ ❑ w d ��,� � .�' t 6 ADA ACCESS AREA ❑ E ❑ ❑ ❑ deo : 7► I ❑ C� w i I . . C ❑ ❑ ❑ c • v w ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ QQ ❑ ❑ i r• +I��r�AL e`1 ” 721 NW 9TH Ave, Suite 350 ❑ ❑ ❑ y ` r w ,0000001:100000000010- ' a) g.' 4' 4' 0000000000000000 'V `, � A64 -HANDICAPPED PARKING SPACE A u W w w w w ,. w 41111147,4114 Portland, Oregon 97209 • \� - > w w © `�, �i i4 , \ -HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 G I / �5� S S --- a w i w v w w r d �•✓-I O � / ocp �< SS SANITARY SEWER LINE w �Il/� I S -SANITARY MANHOLE . •,•• , _4G)-----57-S-( 7)/4. W w e ,. . . i 1 ----N -11.m1:: 4w'' �, <�� —�' , O CIVIL ENGINEER & LANDSCAPE • 4 ___ s wD w w . . a yy DOMESTIC WATER LINE ._,. f �� . Cardno . - i Vii,. ww w . CO.� ■ ❑ ■� FW -FIRE WATER LENS — w .W �_... i�Gv �" I w d \`� w �' w 41/ ❑ ❑ D ❑ ►� 672D SW Macadam Ave.,Suite 200 a a a 5 000000 • m -GATE VALVE Portland,OR 97219 5 ' J/\f i —� 4 �._ a.. / 11000000• 11100000 • - T(503)-419-2500 r d_ _.. • FIRE DEPARTMENT CONNECTION �� ❑ ❑ ❑ ❑ ❑ ❑ �GSTRUCTURAL ENGINEER d rr__ • ❑ ❑ ❑ ❑ ❑ ❑ � `a w a a + 41 wEdi \ .. 01:10000 • FIRE HYDRANT Catena Engineers \ ■ ❑ ❑ ❑ ❑ ❑ ■ I -REDUCER 1111 NE Flanders 5t., Suite 206 Q • o O .: r .r _ \ . ❑ ❑ ❑ ❑ ❑ ❑ • ❑ Portland, OR 97232 w w w w U7 •°' • /.._____,`V �� `,____ e r ■ ❑ ❑ ❑ ❑ ■ T(503)-467-4980 44. wIll ® FI ./ \__.f / �' 4 SANITARY SEWER CONSTRUCTION NOTES w w a W , / , MECHANICAL ELECTRICAL & - ,. 4v / � ° w w w w ! 4111110 INSTALL 6" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PLUMBING ENGINEER ❑ U a 1 \ a PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. Glumac / O 900 SW Fifth Ave., Suite 1600 171 INSTALL 4" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL Portland, OR 97204 92ND AVE SOUTH ENTRANCE ENLARGEMENT LOADING ZONE ENLARGEMENT PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. T(503)-227-5280 SCALE: 1"=20' SCALE: 1"=20' ©lb INSTALL 3" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL FOOD SERVICE CONSULTANT I PER CITY OF TIGARD DETAIL 180 ON SHEET C5-21. Webb Foodservice Design 3700 SE Lafayette Ct. 20' 10' 0 20' I 20' 10' 0 20' 4 CONNECT TO EXISTING SANITARY SEWER WITH INSERT TEE Portland, OR 97202 ADAPTER PER CWS DETAIL 530 ON SHEET C5.21. CONTRACTOR T(503)-236-8566 TO VERIFY LOCATION AND INVERT ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. ACOUSTIC &AV CONSULTANT Op INSTALL OLDCASTLE 5106-SA, 1500 GALLON GREASE The Greenbusch Group INTERCEPTOR WITH 4" INLET AND OUTLET GRAVITY 1900 W. Nickerson St., Suite 201 CONNECTIONS. REFER TO PLUMBING PLANS FOR CONTINUATION. Seattle,WA 98119 T 206-378-0569 ,. . �� . w C 6 STUB AND CAP FOR FUTURE SANITARY SEWER POINT OF COST CONSULTANT w w w�w `\ CONNECTION AT BUILDING. SEE CWS DETAIL 520 ON SHEET :4411,4011V, S �� www w�� C5.21. REFER TO PLUMBING PLAN FOR CONTINUATION. Construction Focus . 4Ow° w w w w �\ - 740 Almaden St. w w w��410 .� w w �� • Eugene,OR 97402 w w 4, 4' c w W WATER SYSTEM CONSTRUCTION NOTES T 541-686-2031 J, w w w w w W`\ - w , O INSTALL 8" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER 't CITY OF TIGARD DETAIL 180 ON SHEET C5.30. .8, 41k. CP w Cardno w w ss w`� © INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER �`� DETAIL 180 ON SHEET C5.30. Shaping the Future LL Y w 4, O ww w \ © INSTALL 4" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER PORTLAND RNW w w yv _ w w�\ DETAIL 180 ON SHEET C5.30. 72OTEL: SW MACADAM FAX{200,4 PORTLAND,OR 97219 19-2600 w w W w w w ; 6 O INSTALL 3" DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND www•�� w w w w 0. '`k ''' :\\\ BACKFILL PER DETAIL 180 ON SHEET C5.30. µ- w w .,. c�.,o w �A C�� ,-...i w \� w }' 1 - °1� " © PROVIDE 3" DOMESTIC WATER SERVICE STUB 5' FROM BUILDING. w .. I • \ • • ' ' t, % 401 �` # I ' REFER TO PLUMBING PLANS FOR CONTINUATION. \ ME ' ,\- `\ s ' / 6 STUB AND CAP FOR FUTURE DOMESTIC WATER POINT OF • 9 \ ' CONNECTION AT BUILDING. SEE DETAIL XX ON SHEET C5.30. REFER TO O © 6 ::�,'i� ' .�If- �� \ . PLUMBING PLAN FOR CONTINUATION. © VERIFY COMPLIANCE OF EXISTING 8" DOUBLE CHECK VALVE ASSEMBLY .. •• •. .• • • lip* \.V. O WITH CITY OF TIGARD AND TUALATIN VALLEY FIRE AND RESCUE \ STANADARDS. REPLACE ASSEMBLY IF NECESSARY FOR COMPLIANCE. ��,� 9 RELOCATE FDC TO EAST OF PROPOSED BULLPEN. CONNECT TO ss i PROPOSED FDC SERVICE LINE. \ . % e \ / i 1 D RELOCATE HYDRANT ASSEMBLY. CONNECT TO PROPOSED SERVICE • LINE. iiiii1;,,,„,,,....,--,.-4 f'--- \ . INSTALL X" DOUBLE CHECK VALVE ASSEMBLY AT BACK OF N. • RIGHT-OF-WAY IN EXISTING EASEMENT. SEE CITY OF TIGARD DETAIL .\ r 532 ON SHEET C5.30. .c � � �yy \\ ® INSTALL FIRE HYDRANT ASSEMBLY PRESERVED DURING DEMOLITION © \ PER DETAIL 542 ON SHEET C5.30. VERIFY COMPLIANCE OF EXISTING +`�. HYDRANT ASSEMBLY WITH TUALATIN VALLEY FIRE & RESCUE. FIRE 0 HYDRANT TO BE PAINTED RED. i4 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET �t� "\\ � C5.30. / __. . INSTALL X" WATER METER IN PUBLIC UTILITY EASEMENT. CONNECT TO EXISTING WATER MAIN. SEE DETAIL XX ON SHEET C5.30. ARTIFICIAL TU R \ I ® INSTALL X" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY IN PUBLIC 3ASE3ALL FIELD UTILITY EASEMENT. \ \ y e DATE \, ..�,J_I.1 SW DURHAMRD I e ii+i! !IMI d 17 IA 4 I f I r _ - ■-s° \� \` EIl+M+E �E0 PROFS N. .,-. ali)-, 117AT: ,� �- 9 q 7:•28Pf IL 1 • J. I +9 % 4° . list_ i Ir ■ 4' OREq , UNDERGROUND ACCURACY STATEMENT o , ! = I_ - rQ� ° AAk i, C.`• �" THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ( s ,_ ....L. -- 9.0 o I w INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES °O p° DTIRES:12!312018 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE ow, .,. .«-" ' �° " AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT MAINTENANCE/FIRE LANE ENLARGEMENT _ "^ d �° • WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION ' TIGARD TUALATIN SCHOOL DISTRICT INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS SCALE: 1"=20' POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND TIGARD H APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO -- 4:I* POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND 20' 10' 0 20' P ,, SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 13SCHOOL IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. N ! MODERNIZATION KEY MAP 0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 I2 Jurisdiction Stamp Area nW 0 z 0J D 0o SANITARY & WATER PLAN LAR ENLARGEMENTS �, Ct p E N G Lo 66 co ZS w N C4 . 12 co u) I 1 CURB JOINT 24 bassetti SEE STD -441 12" HEAVY CONCRETE architects DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW 314"R SECTION HEAVY ASPHALT 2% SECTION d - EDGE 114"R 8% 1 th,S-CPE 4" + ,, a 721 NW 9TH Ave, Suite 350 ROAD } : "' ":.� 3/4 R 6r, ' Portland, Oregon 97209 =11`11.=11=11= -11=.11=II=-11--- .., . .! II--� -I r :,� r- �� ° . a .a.4 T (206) 340 9500 F (206) 340 9519 I 2" OF 3/4"-O" BASEROCK . � � CI � � 3/4"R 4 � wU �--' 6„ 5 __�_ - DRAINAGE BLOCKOUT Q' 4C] ]� C COMPACTED SUBGRADE 3" I.Q. BSORSCHEDULE 40 DWV (ABS OR PVC) 5- • 314°R 3- CIVIL ENGINEER & LANDSCAPE z rdno PIPE W/COUPLING � � 14' apC 67C20 SW Macadam Ave., Suite 200 t...oSIDEWALK ADJACENT TO CURB . 4 ` . '� � ° �� Portland, OR 97219 Ooo / . 0 16 . o o d O . LJ c19::::) J T(503)-419-2500 0 p O O q -•I PLANTER - 5' MIN. s ROW p o0 0 0 > �. 4 4 • d__- L-----) �� STRUCTURAL ENGINEER STRIP a a • v�o � DCJ [ � Catena Engineers s" • o o Do a n • c_iaocac • 1111 NE Flanders St., Suite 206 - 2% O 4 .All ` �/ �� 1Portland,OR 97232 �, '�'=;';.' ,-,• ` Y: t_::. " .z \Q0 Q dT(503)467-0980 ROAD OC_��C� a*C� C�ILIC� cg?=1)., ;:. El' IL=1l„s=11 r '�.�c�-r�� .c��c��-- �-��C�--�- '�. : . •` 1i1 1.1 I1: 1- 1 MECHANICAL ELECTRICAL & t �'-- gm ---------.- PLUMBING ENGINEER 2" OF 3/4"-0" Glumac BASEROCK COMPACTED SUBGRADE AGGREGATE BASE COURSE COMPACTED SUBGRADE NOTES: PER TYP.SECTION 900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 T(503)-227-5280 SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: d0IE5i- A. 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. Portland, OR T 856602 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. SCALE: NOT TO SCALE IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ACOUSTIC & AV CONSULTANT PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT The Greenbusch Group SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE--MOLDED NON-EXTRUDED MATERIAL 1900 W. Nickerson St., Suite 201 WITH A MINUMUM THICKNESS OF 1/2 AND SHALL COVER ENTIRE CROSS Seattle,WA 98119 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. -.---.-.- �� T206-378-0569 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APARTCOST CONSULTANT 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. NO 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 25 DAYS. 740 Almaden St. " Eugene,541-686-2031 6. 97402 T 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 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. FIRE SU7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 6. BOERSTAMPEDSION STHE TOP OFR THENCURBY ABAND OVETHE FORL DRAIN SHALL : 1 A NC CI, Cardno CITY OF TIGARD APPROVED BY: NO SCALE CITY o>�TIGARD orED er. NO SCALE ` Shaping the Future • OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. STANDARDPORTLAND :..ux..nt.:....,iLLBLD. �,,ENGINEERCONCRETE DWG. NO. ENGINEERING DIVISION �,ENCINEER DWG. NO. 6720 SW MACADAM AYE,STE 200,PORTLAND,OR 97219 ■ PUBLIC WORMS DEPARTMENT ■ PUBLIC WORMS DEPARTMENT 13125 s.W.HALL BLVD. 13125 B.W.MALI BLVD. TEL(503)419-2500 FAX.'(503)419-2600 TIGARD,OREGON 97213 JANUARY 2013 SIDEWALK 120 /1 TIGARD,VOICE: 97223 JANUARY 2013 CURB 125 TIGARD VOICE:(503)(503)634 4171 \ARID VOICE:(503)634-4171 PAX: (503)684-7297 APPROVAL ONE PAX: (503)684-7297 APPROVAL OAEE whM1N.ca no.[brll 7'MOUNT GALVANIZED HEIGHT STEEL POST DRAINAGE BLOCKOUT 3" I.D. SCHEDULE 40 - - DWV (ABS OR PVC) EXISTING DRIVEWAY - l PIPE W/COUPLING MATCH WIDTH & GRADE 1" BATTER 1 A i i i 11=q-11-f= =1 r=II=II 12"iJ-"--III-Ar--:,1-4.::i. � `1 ROAD 1„ 6'" 1 " R d i 1111=1t=1k-fit=�l n=il= R/W LINE SEE NOTE 3 w' .�. \ a -011 1-u 18"CONCRETE BASE -- ii= 6" i 7-- . . -E.,. 1 , 7 1=11 I,: 6,r . d . d I . 1/2" 1;,11 SEE NOTE 4 1 NOTES: I I ' ° MAX. 11111 5' MIN 2% SIDEWALK 41 n 1�Ii1 1. SIGN TO BE PER CURRENT OFC D103.6 SPECIFICATIONS. 2. SIGN BACKS SHALL BE PAINTED BLACK. ° o °°°v° a d ° ° 3. SIGN POST SHALL BE POWDER COATED BLACK. ° o ° ° °°0 Q o '4 11=11 BASE COURSE �� =II SEE 4, SIGN POSTS SHALL BE BREAKAWAY. - 24" COMPACTED SUBGRADE LANDSCAPE SEE NOTE 2 ,...e....-- NOTE 3N46.1/4 LANDSCAPE STRIP STRIP 0 NO PARKING FIRE LANE SIGN 1 I SCALE: NOT TO SCALE A 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX -v.-- 3' -miE - 3' 2. EXPANSION JOINTS: 10' MIN A. TO BE PROVIDED: PLAN 1) AT EACH POINT OF TANGENCY OF THE CURB. RK � 2) AT EACH COLD JOINT. 8 NOp 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" 7oF PROJECTED TOP "�Rk7NG CURB 2% MAX 4) AT EACH END OF DRIVEWAYS. - : gRE�N 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. F X---...... .,.„ B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET C -1--i-:'1:=1"."11 I=III=1 • •• • • • =111 11WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. /i//� . . e .' . -. mss_ . 91...e5,..,-.:4.4-.:,..':! •.. • . - 11= 1 I1 mss- N A oma, OA. DATE 3. CONTRACTION JOINTS: c0 •o� �o o =1I - I R 0,200 X00 o Q�ob� a9oo�e : =:o4.2o s�ao i 11 SEE NOTE NO. 4 �7NG, ,c A. SPACING TO BE NOT MORE THAN 15 FEET. o 0 0 .1--111111II1111IIIl�llil-1'I1f IlIIlll -1 /R��N B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. F �DPROF 4. BASE ROCK 2"-O" OR 3/4"-O", 95% COMPACTION. BASE ROCK SHALL BE TO 2 OF AGGREGATE �% FS SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED NOTE: �c�5� ��G,IvFF9s%yJ PAINT CURBING BRIGHT RED AND STENCIL WITH 1" 7 282E 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: WIDE BY 6" HIGH LETTERS "NO PARKING FIRE �IJ.. NOTES: LANE" IN WHITE WHERE SHOWN ON PLAN. THE r A. 3" I.D. PIPE WITH COUPLING. LETTERING INTERVAL SPACING MUST BE ORE 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 DEPARTMENT. -ft✓ 4,077298.: 09 �qoSAW GUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1 2" RADIUS ALONG BACK of cuRB. 0 FIRE LANE PAINTED CURB DETAIL iiiEW C \- C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED SCALE: NOT TO SCALE ExP1REs:12�31�1a3a 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 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. TIGARD TUALATIN SCHOOL DISTRICT (FOR COMMERCIAL DIRVEWAYS ONLY) • CITY OF TIGARD NO SCALE o TZG A NO SCAM TIGARD HIGH OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. HNGII�T�VGBLV . APPROVED DWG. Na. arra COMMERCIAL DWG. No- ; PUBLIC ENGINEERING DIVISION■ • PUBLIC 13125 S.W.HALL BLVD. CURB dl: GUTTER r 13175 S.W.HALL BLVD. SC H L B.W. BLVD. TIGARD,OREGON 9722.3 JANUARY 2013 126 TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 1 43 MGM) APPROVAL�� I\ilODERNIZATION y i VOICE:(503)639-4171 TIG VOICE:(StlCi)639-4171 PAX: (503)684-7297 APPROVAL DAA PAX: (503)684-7297 9000 SW DURHAM RD. TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 Ct Jurisdiction Stamp Area W 11 0 z 1 ❑ CO SITE DETAILS 2 Et 01 Cyi E) LLI c‘.1 I- C5 . 00 0) A D bassetti ` \•( 1 r architects RESERVED _ ir G H f i 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 / ,.t1RK/NG _ T T (206) 340 9500 F X206) 340 9519 K } I' CIVIL ENGINEER & LANDSCAPE Cardno 1C . 6720 SW Macadam Ave.,Suite 200 B Portland, OR 97219 T(503)-419-2500 F H STRUCTURAL ENGINEER Catena Engineers 1111 NE Flanders St.,Suite 206 Portland,OR 97232 RESERVED T(503)467-4980 PARKING _ <+_,— ALUMINUM SIGN PLATE, II BAKED ENAMEL.SEE ` i — MECHANICAL ELECTRICAL & DETAIL ON THIS SHEET It PLUMBING ENGINEER SIGN Rl-8 � 60 FOR DIMENSIONS. SIDEWALK NGlumac J 900 SW Fifth Ave.,Suite 1600 C I Portland,OR 97204 j 1\ SIGN R7-8P I! r j la l' L r. TYPICAL A.D.A. PARKING ACCESSIBLEFOODT(503)-227-528SERVI0 CE CONSULTANT ALUMINUM SIGN WHERE SHOWN C SIGN TO BE MOUNTED ON Webb Foodservice Design SEE DETAIL ON WHEELCHAIR ON PLANS SIGN POST.SEE DETAIL ON 3700 SE Lafayette THIS SHEET HER ONLY NOTES: PER THIS SHEET. Portland,OR 97272Ct. 02 PLAN T(503)-236-8566 SIGN OR7-8C i 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 The Greenbusch Group VEHICLES WITH DMV PERMIT AS STATE. & A 6, 1900 W. Nickerson St., Suite 201 TYPICAL A.D.A. PARKING Seattle,WA 98119T 206-378-0569 7' MOUNT SYMBOL. SEE DETAIL ON GALVANIZED J' HEIGHTL9' J 9, THIS SHEET. COST CONSULTANT STEEL POST DIMENSIONS(INCHES) —%— SIGN Construction Focus 740 Almaden St. --4i— A B C D E F G H J Eugene,OR 97402 PIE R PLAN _ T 541-686-2031 I { STANDARD 12 18 3/8 1-1/2R 2 4 2C 6 4 (6'MIN STANDARD, 8'MIN FOR WHEELCHAIR r. . OR VAN ACCESSIBLE) 12"0 Air4.•i.I. �, 18" CONCRETE BASE NOTES: NOTES: I . . . Cardno i.,.I•� 1. CONSTRUCT/INSTALL FACILITIES IN ACCORDANCE WITH ANSI (111, i._LL1 1. SIGN BACKS SHALL BE PAINTED BLACK. 117.1-2009 SECTION 502. Shaping the Future PORTLAND 0 6720 SWMAC4DAMAVE,STE200,PORTLAND,OR 97219 0 A.D.A. PARKING STALL SIGN0 TYPICAL A.D.A. PARKING STALL TYPICAL A.D.A. SIGN TEL:(503)419-2500 FAX(503)419-2600 SCALE: NTS SCALE: NOT TO SCALE SCALE: NOT TO SCALE www.ca no.com C(STROKE WIDTH) .1 v-- BACKGROUND A 1 i , Z E A F t iVAN 1' , ,:f, ACCESSIBLE _ G E i' , H /> ir L SIGN NO. R7-8P c1 i1 NOTES: - NOTES: — "cc:0 1. PAVEMENT MARKING BACKGROUND: OPTIONAL: BLUE, RETRO-REFLECTIVE.1. SIGN BACKGROUND:WHITE,RETRO-REFLECTIVE SHEETING, 2. PAVEMENT MARKING STENCIL:WHITE, RETRO-REFLECTIVE. �2. SIGN LEGEND:GREEN, RETRO-REFLECTIVE SHEETING. 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING / * \ DATE 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. SPACES THAT HAVE AN ACCESS AISLE 8 FT OR W€DER. DIMENSIONS(INCHES) DIMENSIONS(INCHES) LEGENDAB C D E F G �S\ NDpN�E�ss��y SIGN c�, R y ct- 7:.281)f l A B C Cl E F G H L MINIMUM 28 24 3 , I'=s. 4' g STANDARD 18 9 3/8 3/8 2-1/4 2D 1 1-1/2D 1-112R STATE HIGHWAY 41 36 4 ,, OREc• '0' '� 04. 2 ` \5 VAN ACCESSIBLE SIGN TYPICAL A.D.A. PARKING SYMBOL 9lJHFW C•�ti� 40 SCALE: NOT TO SCALE SCALE: NOT TO SCALE EXPfRfS:12131f1018 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 L.J. Jurisdiction Stamp Area nw V Zf J D 0o SITE DETAILS 2 11o LO ai co O N wj N C5 . 01 bassett/ I architects BASEBALL BULLPEN ART. TURF CONNECTION 721 NW 9TH Ave Suite 350 Portland, Oregon 97209 T(206) 340 9500 F (206)340 9519 CIVIL ENGINEER& LANDSCAPE BULLPEN Cardno 6720 SW Macadam Ave.,Suite 200 Portland,OR 97219 T(503)-419-2500 INFIELD SOIL MIX - - , TOP OF CRUMB INFILL STRUCTURAL ENGINEER 2" CHALK LINES, TYP. 0.02 Catena Engineers ARTIFICIAL TURF CONNECTION 'HOME PLATE FOOTING TO BE FLUSH WITH TOP OF 1111 NE Flanders St,Suite 206 ADJACENT SURFACE Portland,OR 97232 T(503}-467-4980 r 2.83' ARTIFICIAL TURF INFIELD SURFACE - _ I -I li 1 1 m i h I-E-�la 7 . .r - • `_ ..:' ' - y.-`, ' :• . -I 1 ^� I I ItilII�-. I �' r . : . : ..,.. ;:. - , MECHANICAL ELECTRICAL& I = Ell" IE I EI I . .: -, ..• ,-.. , . ., - . .,- .. •. , . - .. I I� yitat _J �7' J /�/ t'_ .. ' _.. PLUMBING ENGINEER rEI = i 71--, - 1 a. . . I a • ' ISI M u • �1 +i�h!�I�1 .. • if��i•-• _ • GlUmac -� I I-1.50 a I I I I I 1I� .. . .:. _. .�.-�..��r � =•_1_r_w`i+,-+- i Gl SW Fifth Ave.,Suite 1600 4 I i 1:1 mn , 11E1 I,-, =1 • ?' . '' '. . . ' • .. '. -•_ . ': "' b 11 !I\- 1 11= / /� �� `�, ".�� '. �� l l !. Podfand,OR 97204 y ,; lkll.5.00 �s .. 1--, .• :- : • So.So : . . - .. . .. ... = I M EI - = - ��r �s • c r I 161 =0149. - I El 11=11 -- - , . ..,.. -.---- a- _ -:- M.. I Eil �I l ", 1 I I III- s : ''�:: ARTIFICIAL TURF T 503 227-5280 LI = - - ' I -•.. . . -} . -. ' .' ':' ,.. - - • I1 I I I = I I�I IE I � t� :. FOOD SERVICE -- 1.83 0.50 7,. - _ , �' .., .. .•�. . , .J . . - .�jEI �..� _ ■ � � - ! I I '"'I � �■ CONSULTANT 11.111.00, I I 1=11 T- i 1 120.00' - , - . ' . . .. - ., ... , ..•,: • :�I -ll� � I -II I L I 1 ( .5f� g„�„ �,• •, ,^ ,��- 2.00FASTEN TURF TO TACK STRIP WI? GALV. Webb Foodservice Design I - =1 - 1----=-111-11 . I 1 " 3700 SE Lafayette Ct. 1 r- . ILI=JL I • 3 ` - STAPLES MAX. 12 O.C. Portland,OR 97202 11= 1 1 I� - I IE I ri ` _ . .. • : . , - :I I 10- 1 E11 I�I I IE I I .. - .▪ - _ �� I 4 ..wi -( ( I ( 1 ! 1 11 T(503}236-8566 I11'1'1E1 = I�I I�I( _ .. Imo , _ - ,, -_ PRESSURE TREATED 2X4 TACK STRIP I =I El = I -; EIEI -r„ •. Y• _ . . . ' , I -I I .1'11 1 I III II - -I ! I I kr: I E 1 = ... = 1E11=1 � ■..,. : • _ •. . • . ... . ' t= = =".d15.00 �_3.58 FASTEN TO PRESSURE TREATED 2X6 W1114"X 2 ii" ACOUSTIC&AV CONSULTANT ISI l -ll��lt=- l "" I I I � " : . -• I• ~ 1 �! �.. .'..-'r" t= � - LONGHILTILLAGSCREW@16" O.C. p - • - _ .. - 37.°0 - _ _ _! ! I 1 I I 1 I 11 I The GreenbuSc�,Group I I I I� 1:11 -` 1E 1- 5 . • _4.00 _ IOU I E I M r 1 - 1111bj• t ~ 1 :.. : 1 _ , , I !IIl �_5.711900 W.Nickerson 5t. Suite 201 �' " ' " " �' �■ 1=1 I 1=1 1 1 I 11=1 I Seattle,WA 98119 �� ' y a ...,--6. .-,,..... 1 . r�b �1�o�r ►'- -r.'�-y , Two o.r► - ��►-►�y : _ �r�_ _ _ _ 18" STEEL STAKE SPACED 3' 0.C. MIN. T 206-378-0569 6.00' El 11 11=1II 11=11 111 COST CONSULTANT PITCHING RUBBER FOOTING l=111=11 III 11=1 I 1Construction Focus -III III III III III III 740 Almaden St. Eugene,OR 97402 CONNECTION T 541-686-2031 BULLPEN SCALE: 1"= 1' SCALE: 1"= 10' 4cmar, Camino Shaping the Future PORTLAND 6720 SW MACADAMAVE,STE 200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX(503)419-2600 www.c;ardnoaom -.1E-3.58' ---0,- I A PITCHERS MOUND SECTION 5.71' BASES 8.00' BASE DETAIL ___-.2.831 �--- -LEVEL SURFACE SCALE: 1"=3'V 0.50' I 0.50'//-1.00' i INFIELD SOIL MIX - -4--4.00'--+.- �`/i /i ri /i � ' ii ,i Y f :9.00' - { .7fi' //- / ./ / �/././y/ ,// _ , - � 'I •ji ' • / /i .fj. /0 0//////7„,,c7 ■ /./, ./; /.,/ , .0../ ./i/.//. ./ � / ii / // // / ;/ ( .i; /; (/ 1 ,1 - , ! ..� a F ■ .; it J 11 1 1 1 1 - • 0.25' - 6.00' -111111-111111-111 / 1 111 11 Iii II-HIIIITIIII-mi 1= 1 11 III 1 I 1 III 1 11 III 1 11 1111III 11 3.00' -111111-1111-111111-mill-mill-mill-mill-mill-mill-mill-Hilli-mill-Hill 1=-1°.50'- 11 III III III III III III Ill IIIll II - V III-III-III-III-III-Iii-III-III-III-III-III-III-III= At DATE 1011.01 TYP. PITCHER HOME PLATE PITCHER MOUND BASE RUBBER -0.17' SCALE: flu =3' .<64` PROFE. 3" S c �T SPE9 S STEEL PLA , 0.06' /�6 ay i}� "4 /'//i f////r f /.//- A ' MEI � a list_ INFIELD SOIL MIX 'll= r 0.33 I=11-1_f1.=11'=11=-IL�II-�i-i..�Q. STEEL MALE TUBING k, 20 ll=1t=I-I- .IL#L•- JL*JL= , r. rr_ RN j .y� 11=PI-:i=1i-nail=ira l-il-nen=11=n ll. STEEL FEMALE GROUND TUBING T j�EW C.\- 1=11F4-411.-X ,-411-11.-11-=11-11.=,11=II=11= 11=11-11 .IL-11#11,= .=11#L--.IL.11 .IL.11.#1L=1 0.71'-, 11!=11=1111-11-11=11=J=11=11=I1=11; 0.50' -""',.••'•'- .11#11.=11=11=1I=11-I1=1I=111.II=1>0II-II -L 90.00 ::: 1- 2.00'��_ IXPIREs:ttt3� ota -11=��i IL=��-- Iv11=J1�-1L�t1-1 (TYP.) a.7t'-- :0 50' OF EACH FOOTING r-1.4Z� .-:: ti--- f TIGARD TUALATIN SCHOOL DISTRICT CONCRETE FOOTING -COMPACTED SUBGRADE TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 I..L.. Jurisdiction Stamp Area w a. 0 Z a . a. D m SITE DETAILS 2 fl Nr O 0 oic w (NI F- C5.02 M } ) Liassetil architects -�—30"--► 721 NW 9TH Ave, Suite 350 I r----N- 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. CIVIL ENGINEER& LANDSCAPE 2. RAMPS TO BE CONSTRUCTED SEPARATELY, Cardno AND ISOLATED BY EXPANSION JOINT /* MATERIAL. r 1 SW Macadam Ave., uite 200 ° :6702:0: nd,OR 97219 PER PLAN 3}419-2500 .. -v a3"CLEAR UCTUi:nrZER L EN tena . • 09-144. ;12 ' 1i-0" " 1C1a1 NE Flanders a :° .a . . ' - 1-0 Portland,OR 97232 • : ° ` T(503)-467-4980 p•,:ogogoop• 4 - -�. - A 6 ?;:0000000p00000000p C ° • 4 °y ASPHALTIC CONCRETE PAVEMENT • o 0 o p o 0 0 0 0 0` - - PROFILE °ocp0000a000000p00000•• - . PER PAVEMENT SECTION MECHANICAL ELECTRICAL& o.00p0000poop0000000•. . v PLUMBING ENGINEER • • o_o,ao Glumac 4 ° 4 " a 900 SW Fifth Ave.,Suite 1600 3• _ CONCRETE(PCC) a: ° 4 °. d " Portland,OR 97204 i 7.25" PAVEMENT ° $ T(503)-227-5280 CORNER INLINE A.D.A. RAMP DETAIL 3.25"— jf /�//%�%/��/ , • *: '. •: ` .-.• ° X44 ° 44'MIN. ° 4 a d ° "° a FOOD SERVICE CONSULTANT SCALE: NTS i- ——— — .. -� — — _..._.....4.'_.- �. _ ° (' _a ' _v d 4 �, °. ,��` ��'�•� : . .� - • • --�--- Webb Foodservice Design 5"MIN.— ,_ '� , ' , K a 4 4 ° ° ° 4 v 3700 SE Lafayette Ct. �- �_ ° 4 •_a Portland OR 97202 \�j /j\�\/ /j\/ /\\/ `\��\\/\\j\�r; �� j �� /;\ \/�\��\j S` a ° ° 41 d' 4 T(503)-236-8566 SEE SIDEWALK SCORING41 DETAIL FOR CONTINUATION a g a ° ACOUSTIC &AV CONSULTANT AWAY FROM ACCESS RAMP SUBGRADE Q 4 a d `_ 4 The Greenbusch Group ° ` ° °' ad 1900 W.Nickerson St.,Suite 201 MEDIUM BROOM TIRAN7ELPERPENDICULAR 6x6 10 GAUGE WIRE MESH SET 2 " ° ° Seattle,WA 98119 SCORED JOINT7TOPEDESTRIAN 6"x6" " ° d ° a d T 206-378-0569 i ABOVE BOTTOM OF CONCRETE SECTION 4 ° Qad 4 a N �, • ••. ; 0"CURB EXPOSURE _ _ COST CONSULTANT • _l /11) CONCRETE TO ASPHALT INTERFACE WITH IMPACT SLAB 4' Construction Focus 740 Almaden St. LANDSCAPINGtie, • w - f - '. A . LANDSCAPING SCALE: NOT TO SCALE PLAN Eugene,OR 97402 541-686-2031 -:a. .r, '.• ` _ -. 6"CURB V - ii• SHORT TERM BIKE PARKING DETAIL -T WIDTH N_ 6"CURB EXPOSURE PER PLANS SCALE: NTS • (oria) Cardno MEDIUM BROOM PERPENDICULAR Shaping the Future TO PEDESTRIAN TRAVEL SCORED JOINT � PORTLAND \ 0"CURB EXPOSURE 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 7EL:(503)419-2500 FAX(503)419-2600 /'"— CURB ---'' LANDSCAPE , -. p...„_ fr : --- CU LANDSCAPE / - - : ! 1' ACCESSIBLE RAMPS AND CURB RAMPS WIDTH 1.-__ 6"CURB EXPOSURE I OF A PER PLANS COLORED CONCRETE IS REQUIRED,INSTALL SHEAR DOWELS 2'-O"O.C.AND KEYWAYS TO v U U c. PREVENT HEAVING OF RAMPS WITH A.D.A. PERPENDICULAR RAMP DETAIL gogogo ADJACENTSIDEWALKORCONCRETESURFACE SCALE: NTS 0OOC DETECTABLE WARIN SURFACE 4"COMPACTED ASPHALTIC CONCRETE DEEP KNIFE JOINT MEDIUM BROOM PERPENDICULAR / / / / / / / / / / / (LEVEL 2,1/2"DENSE,PG 64-22) TO PEDESTRIAN TRAVEL 12"COMPACTED 3/4-0 OR 1 1/2-0" 0-6 CY6 f CRUSED AGGREGATE BASE COURSE .; %r SUBGRADE MATERIAL ;: D • �c \\/�\ \\/`ggg AfPAN ► 0 •1:10 . • s : 1 • O O O .:'- 11 .... ;-' '. • :.4�X * ° °MAX ► ' ► • MA • . 0 o o LIGHT ASPHALT SECTION : e. ! ►. -4":"--3—'LL: • - •A.. .; REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS PER 0.,1... PER = _ PER Y ?�s, 02" PLAN PLAN PLAN 00000000000 0000000000 MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL 000© 000 © © © © \ • 5"COMPACTED ASPHALTIC CONCRETE 00 © © © © 1000 © © VARIE`-© 000©000 ©© ©° 0 0 0 0 0 0 0 0 0 0 1 (LEVEL 2,1/2"DENSE,PG 64-22) MEDIUM BROOM FINISH PERPENDICULAR �0 S 40, 0 0 !A- — © 0000000000 mt..an.iiIr.o►�' • 14"COMPACTED3/4"-0"OR11/2"-0" DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL `= . p o p — 0 0 0 0 0 0 0 0 0 0 0 41%1441:1410' PA .~� ICRUSED AGGREGATE BASE COURSE — 00000000000 --i 0.9" ,,, — I �► 1404111114411 00000000000 �"�r� ' � SUBGRADE MATERIAL — o .. e . -. I l VARIES TRUNCATED DOME \-\///�%/\>\ f i\/\\ff/f /\\� Flo f. 1:10 - •- ' • • • . ' A• •►.. ,• •,I"• . . •' .' ► - °: .:• . : At DATE i- , • -:‘1.-6-. -- -&-'74/144------- .--6'"" .M, , , • •. -. - 1,1 „ .,:g._. • RAMP TEXTURE PATTERN HEAVY ASPHALT SECTION I' -- ____J a I I DETAIL REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PER PER w /'-`/ `6"CURB EXPOSURE 1. ARRANGE DOMES USING IN-LINE PATTERN AS SHOWN IN PREPARATION AND COMPACTION REQUIREMENTS PLAN PLAN DETAIL.COLOR OF TEXTURE TO BE SAFETY YELLOW. 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT \ti�ED PROFeS,s A.D.A. RAMP GENERAL NOTES HAS CURED ACCORDING TO THE RECOMMENDATION.DO NOT APPL�UR CURING COMPOUNDS TO HEAVY/LIGHT ASPHALT SECTIONS � w7Gi$� � °� 1. TRANSITIONS BETWEEN RAMPS AND WALKS,GUTTERS,OR VEHICULAR WAYS SHALL BE FLUSH AND THE AREAS THAT ARE TO BE TREATED WITH TRUNCATED SCALE: NOT TO SCALE lin.} FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD DOMES. a SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED NOTES: ,,�OREC! 5%SLOPE. . - 'y o 4.2° �1� DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE FIBERGLASS OR POLYMER BASED.USE ARMOR-TILE CAST-IN-PLACE SYSTEM, 1T/`FW C,4-- . ADA SOLUTIONS INC.CAST-IN-PLACE OR APPROVED EQUAL.USE THE LARGEST TILE SIZE FOR EACH LOCATION;12"X12"TILES SHALL NOT BE USED.DOME SIZE AND SPACING SHALL BE ADA COMPLIANT.COLOR SHALL BE SAFETY YELLOW. WIRES: A.D.A. WINGED RAMP DETAIL SCALE: NTS LOCAL JURISDICTION: THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES 0R TOP OF RAMP(CA.). TIGARD TUALATIN SCHOOL DISTRICT THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTABLE WARNINGS(E.G.EXPOSED CONTRASTING COLOR AGGREGATE, TI GAR D H I G H GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERCEDE WHEN MORE STRINGENT THAN ADAAG.IN THE ABSENCE OF A DEFINITION,FOLLOW ADAAG. 0 ADA ONSITE CURB RAMP DETAILS DETECTABLE WARNING SCHOOL SCALE: NOT TO SCALE 4 SCALE: NOT TO SCALE IV1 0 D E R N I ZAT 10 N 9000 SW DURHAM RD. TIGARD,OR.97224 H. JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 EtJurisdiction Stamp Area W Cl.. 00 z J D co SITE DETAILS 2 Et 6 } co E; c‘i LU N C5.03 Cf) 1/4"GALVANIZED CLOSURE. SEAL SEAL WELD bassetti I architects 6"DIA SCH.40 STEEL PIPE, PRIME AND PAINT OSHA YELLOW A i 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 3.5' Portland,OR 97219 ROUND TOP OF FOOTING T(503)-419-2500 TO SHED WATER STRUCTURAL ENGINEER Catena Engineers ASPHALTIC CONCRETE PAVEMENT 1111 NE Flanders St.,Suite 206 PER PAVEMENT SECTION Portland,OR 97232 T(503)-467-4980 I 1" 7.0' MECHANICAL ELECTRICAL& --... PLUMBING ENGINEER . - ' 4 1 1 Glumac *•-....*-E-er-e- - gii-e-rir'ier4 :10 Ott Wet;i-ii•ielo.4•4104,2* 900 SW Fifth Ave.,Suite 1600 l'erttifft 4r4r.,.4- 4,-r-.416.40 -r -r.r,r4-re Portland,OR 97204 . . . . T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design ' 3700 SE Lafayette Ct. Portland,OR 97202 T(503)-236-8566 3.5' GALVANIZED -----" f ACOUSTIC &AV CONSULTANT PIPE SLEEVE The Greenbusch Group 4 1900 W.Nickerson St.,Suite 201 Seattle,WA 98119 4 T 206-378-0569 0.5' 4 COST CONSULTANT Il Y <, Construction Focus 740 Almaden St. I i Eugene,OR 97402 T 541-686-2031 -0.—1.5'. -..... (1") Cardno Shaping the Future REMOVABLE BOLLARD DETAIL PORTLAND SCALE: NOT TO SCALE 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX (503)419-2600 www.cardnacom 2-718"ø TERMINAL POST ti---KNUCKLED SELVAGE /---2-3/8"0 LINE POST V 1 .. _.• •. 414 .1-: 4' CHAIN LINK FABRIC . . / 1-5/8"0 TOP RAIL —2-Y2" STRETCHER BAR 2-7/8"0 GATE 2" ••• ‘ • A_ yr:_ir ./•• A POST „_ i 9 a .... cc - ---qv BRACE RAIL • 11.--nal • • I ! • \....' Ili a. 44 I *• 11 IP TOP RAIL • 1-5/8"0 BOTTOM— .... . A , . , W.. 1 RAIL ‘ si • al .:.• k'A. —TRUSS ROD 7 4 LOCKABLE 1 Ir' ell I, •• • In , LATCH 1 1, -BRACE RAIL '-' ” - - " " - ' . "///":' "///" "///-• ". "// t'\\\ \\\'-'\\\'''\\\----\\\ "\\\ \\\' • •;* /N. /\//'. //A- /// 1 ,: 1 _ Aell !": :. .i ;•;! ;; . KNUCKLED SELVAGE ;;! ;; •VN'll I, ;•;,. .:; : ;;i ;:! ;; s 11.- i PER 'LAN _ <_1- TENSION BAND / I: 1413 POST BASE _ ..- 3/8"TRUSS ROD FENCE AND SWING GATE NOTES: \ / 1 '-- -- '.". s.----2"O.D.UPRIGHTS 1. ALL CONCRETE POST BASES SHALL BE 14"MINIMUM DIAMETER,UNLESS OTHERWISE NOTED. \ / I .— USE 4,000 PSI MINIMUM. -.A HI 2. ALL POSTS SHALL BE SPACED AT 10'MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY ' Z--- S ' 11 THE ENGINEER. \H # TENSION BAR 3. LINE POSTS: SHALL BE 2-3/8"0 WI TOP RAIL GUIDES •.711 - A 1, TERMINAL POSTS: SHALL BE 2-7/8"0 WI CAPS TOP&BOTTOM ., - ! • RAILS: SHALL BE 1-5/8"0 1 I I I I 4. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE.FABRIC SHALL BE SECURED WITH NO LESS THAN FIVE(5),9 GAUGE 30" I I 1 N.. I I I WIRES PER LINE POST,AND FIVE(5)SUCH WIRES PER TEN(10)FEET OF TOP RAIL. 36" MIN DEPTH 5. ALL POSTS&RAILS ARE TO BE SCH.40 BLACK POWDER COATED HI-STRENGTH PIPE PER ASTM 1I IN: 36" I j F1043. 6. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN. L I L J A DATE 7. CHAIN LINK FABRIC SHALL BE BLACK VINYL COATED 9 GAUGE,2"CYCLONE FENCING AND ALL HARDWARE SHALL BE BLACK POWDER COATED.CHAIN LINK FABRIC SHALL HAVE KNUCKLED SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE. 14"WIDTH MIN. 8. BRACE RAIL SHALL BE ON ALL PANELS SEE NOTES IN CHAIN LINK FENCE DETAIL o)PROF4.0 05.-cs c4,‘,\GINEE,9",t04. CHAIN LINK FENCE PEDESTRIAN CHAIN LINK GATE 44, OREef 17 • CHAIN LINK FENCE AND GATE Th'Ew t.\-c`• . SCALE: NOT TO SCALE WIRES:12/314013 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 1: Jurisdiction Stamp Area W 11 0 Z 0 _i D co SITE DETAILS 2 0 , -4- in C) co , ZS W (NI -a H C5.04 c., 0., (r) - .k.•01, LOCATE FRAME maz bassett! ! AND COVER OVER 0 `. r'• =Nods ods LEDGE OF AT U . /// jj .3r LEAST 12" IN •Y WIDTH N MANHOLE STEPS SEE •.: p *s•••• 8" MIN. BETWEEN"j'' • KNOCKWTS i _ STD DRAWING NO. 100 ••, NOTES: JOINT DETAIL ,•;x;o;•" j • ALL PRE-CAST MANHOLE SECTIONS SHALL721 NW 9TH Ave, SUlte 350 WILL VARY BY :.;�; tiliii 'llillCONFORM TO THE REQUIREMENTS OF ASTM MANUFACTURER ;1••••• ••";••••••a. • 48' MENIMUM ----�•-, C-478 AND APPLICABLE PROVISIONS OF ;l �+ . - "` _ ,_, STANDARD DRAWING NO. 010. Portland, Oregon 97209 a:�-• '' # . T(206) 340 9500 F (206) 340 9519 ..y.•,.+A ••. •,r t'.0 • ' in ---a '•:--- 5" MINIMUM • • STANDARD FRAME AND COVER OR m 4.• 1-:- 5" MINIMUM-r•--.-- .- •• - ,• DETAIL "A" MAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE s:.• , • SMOOTH FINISH CHANNEL TO ENCAPSULATED -\ . • CIVIL ENGINEER& LANDSCAPE TOP OF FIRST STEP 1.1.111 STD. DRAWING NO. 110. 120. OR 130 • • _ P.FI{ `+�.�`^''3/4 VERTICAL HEIGHT OF PIPE. RUBBER GASKET 4.* •�•,„., ZPr' Cardno TO TOP OF CASTING `': I.D. •';. v ..Ai SET FRAME IN NON-SHRINK s i • p'••••-•-•-.1. 6720 SW Macadam Ave.,Suite 200 GROUT 6 MIN. •;j :� _ NON-SHRINKING GROUT ° Portland,OR 97219 NOTES: ,� --- i� V •'�•�f�•`~• .. ti ..;'.�{'`"€. 1 CONSTRUCT CHANNEL AND - s • T(503}419-2500 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO '~: •+ f GRADE RINGS (2",4",OR 6") ••.•,•aG IS' .,.._+ •. :N • Ir. .+.•;- MIN 12' SHELF IN FIELD PVC - ' THE REQUIREMENTS OF ASTM C-478, MAXIMUM 12" SET IN ..';._:`�. ' PIPE CONSTRUCT STRUCTURAL ENGINEER «. • -r••• •s#•s,•s.••• ..s, • + CHANNEL AND MIN • NON-SHRINK GROUT • • ;`�#s•s r•�!sjr•s sv###•fr••s• V"! '' • Catena Engineers 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE s,.•rHM•-4,-••1 sY•-s•• .!•#•••r s *.s ;4, ,,.�• .., MANHOLE BASE. ' .•r•!••-•v•E s r s.f'•••.r s.Yv. •r-t•_" .. � '* % ` 12' SHELF IN FIELD g l• •#�. Yi i##.- • -40.4.,....1„..41. .:,•,.:YYt .: - - - SANDED BELL , � 1'/FT SLOPE ‘.A.......• "J•' Portland,OR 972321111 NE Flanders t.,Suite 206 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO r STANDARD ECCENTRIC FITTING • * •t • e T 503 67-4980 THE REQUIREMENTS OF ASTM C-443. 4- . a 6" CONE 12" MINIMUM OF 34-0" �.• _• , ( ) COMPACTED BASE MATERIAL . .a••. + PIPE 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE •', :•• 1 • I•D r ; MECHANICAL ELECTRICAL& WATERTIGHT, v• • --4` ---+e"-- • '� ` • PLUMBING ENGINEER • MANHOLE SECTIONA 48' ` • = ..•-'(VARIABLE 1"-4') Glumac 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ►. 4g" MINIMUM ----10.-......*- z,` �•s�` '�: :.ow• - MANHOLE AND CHANNEL DETAILO � . ' - F .y- PVC SANDED BELL ' : •�'- • 900 SW Fifth Ave.,Suite 1600 6. PIPE CONNECTIONS OF FOUR OR MORE MAINUNES SHALL .• ' -lin'-' .• * :d Portland,OR 97204 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL MANHOLE STEPS SEE " N F -�3 : "*"-5 MINIMUM • • r 4 . . + T•• .' • T(503)-227-5280 m ,. SW DRAWING N0. 100-� ...5 MINIMUM • - .4-- •• a? •• 6" MIN. 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) •'r ' - '�`" + . SMOOTH FINISH CHANNEL ' • • FOOD SERVICE CONSULTANT MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED = ', �� "A" �� • �'} i:s •a�-s•r�s r • •-• ta••• �s ��s s s-tis ►mss ON THE INSIDE FACE OF THE MANHOLE. SEE DETAILTO 3/4 VERTICAL HEIGHT •- - • - 'V - - s. s- Webb Foodservice Design m •• :- OF PIPE. KOR-N-BAND it .r-s s s'#•s s *s•s r s tr s •i�-s-s r s s.�,#a-r r sv a i 8, BREAKOUT OF WALL FOR PIPE SHALL BE 2' MINIMUM AND m INTERNAL '`.„,,, a•-4s•s ••t. s1, r�. .tis r�.-r r-«P414--..E.:, , •,,s,.. • .... 3700 SE Lafayette Ct. r ., . PIPE STAINLESS 1' a! s s s. s a-r •-r • .:s `#- #.e z s•a•-• 4" MAXIMUM CLEAR OF PIPE WALL s . rrt. •.�� 6" MINIMUM OVERLAP. SIEL.L. BA D =s r' ,410,f10,- • -- - -- - Portland,OR 97202 I.D. •14 ;h•• • T(503)-236-8566 9. THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 12" �•.` .•' + �• •. • ;+, ,_.--_,...----,-,-,:-.4 FOR SANITARY CONNECTION AND 48" FOR STORM •: !•• •' /•:: - As required in I - 2'-5114" I Off typical sections 'n " " n n n n n n n n n bassetti I Street of construction Street plans + I 8"OUTLET PIPE riliF"' -1114.-444E Area I USE ENLARGER TO architects T"'-1 T--cut (see I CONNECT TO STORM ,( \ MAIN LARGER THAN 8". Surfacing J j note1I' ``�.�5"X6"DOWNSPOUT I Topsoil or aS - OPTION B SMALLER BUILDINGS I C 721 NW 9TH Ave, Suite 350 directed Base Material �.*;!;�.� 2'-5 1/4" -I - _ _ - _ - I^-- _ Portland, Oregon 97209 6"SCHEDULE 40 PVC WITH ♦ I T (206) 340 9500 F (206) 340 9519 T3 WIRE SCREEN FOR RODENTS-SEE DETAIL ;•�• •.*• I 1-,Y ..C.0 = THIS SHEET 4 :: m b CC a U 2"MAXIMUM EXTERIOR '` LYNCH STANDARD CAST IRON GRATE CIVIL ENGINEER& LANDSCAPE to' I -C7 �- J --- , 0W1RE SCREEN I R RODENTS I-- - - - - - -- - - - - -I (2"ORLYICK-RATED 15,000 LBS.)NCHEXTRAHEAVYDUTYCAST Cardno fll ■ ''� ( 6720 SW Macadam Ave.,Suite 200 p -� IRON GRATE(2-3/4"THICK-RATED Portland,OR 97219 75 '�Z . # :}. 50,000 LBS.)BOTH OR APPROVED EQUAL T(503)-419-2500 w 0 - c SEE NOTE#1 PLAN VIEW STRUCTURAL ENGINEER t � 1 0 1%MINIMUM SLOPE - ; C) = X © � Catena Engineers M02 N ..., 1111 NE Flanders St.,Suite 206 vik -�, Portland,OR 97232 w C ak3 C7tU „_ _ / 7(503)-467-4980 ..,.-,"- 0 0 C, v 0 0 0- -.. _ N s /� / MECHANICAL ELECTRICAL& N > .a d. j i ~ 45°BEND J SEE NOTE#2 STORM SEWER PIPE(SIZE VARIES) 7° W PLUMBING ENGINEER 0 4-- . CD 3 SEE GRADING PLAN FOR LOCATION c� - 0 *� . cL' . Cn (SCH 40 PVC) TO WITHIN 5'FROM BUILDING,REMAINDER 1 Glumac I = 900 SW Fifth Ave.,Suite 1600 •• ¢�_ Q TO BUILD&HOOKUP IS TENANT RESPONSIBILITY L- 3" 31/2"I _61/2" �2" HINGE-12 GA.STAINLESS Portland,OR 97204 STEEL,21/2 OPEN WITH T(503)-227-5280 f M I n bedding •► 10 GA.SHT. UL , . 1/2"KNUCKLE,10"LONG below outside of B -�► NOTES: METAL(TVP). SDOATVET . I j I /�WITH 1/4"PIN(FASTEN FOOD SERVICE CONSULTANT bell 3 4" -- 0" MIN MIN 10" - '' WITH 6 @ 1/4"STN.STL. FoodserviceDesign pipe / 1. FOR ALL DEPTHS OF COVER LESS THAN TWO(2)FEET,PIPE MUST BE SCHEDULE 40 PVC.FOR DEPTHS OF COVER BOLTS) Webb es gn crushed aggregate GREATER THAN TWO(2)FEET,FLEXIBLE PIPE MAY BE USED.REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE 6" I 3700 SE Lafayette Ct. rj TYPES. 1 Portland,OR 97202 it .� 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY V / T(503)-236-8566 **Ye. �. ALS - OTHER PIPE TYPE. C / C 3 GENT- ACOUSTIC&AV CONSULTANT 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE PP)\ 2' Min Trench \TA\-�:- \\ / 3/16" V �i 3/16" • �- �\ \ /\� BUILDING.SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. The Greenbusch Group foundation ,...\\.,,<\\.,,,,„'"�f \ BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. 1900 W.Nickerson St.,Suite 201 stabilizationDETAIL "B" CLEANOUT SECTION C-C T206-3788--0569 98119 If required0 T 206- BUILDING DOWNSPOUT CONNECTION DEPTH TO MATCH COST CONSULTANT Construction Focus NOTE: SCALE: NOT TO SCALE [GRATE DEPTH740 Almaden St. ' _ - Eugene,OR 97402 1. 1' T-CUT FOR PIPE ONLY PROJECTS. r 2. JOINTS TO BE TACK AND SANDED. / , GRATE FRAME T 541-686-2031 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 7/1- I , / I 1'-0" Cs) • 1/4"ANGLE-/ - Cardno __- CITYOFTIGARD APPRa�eD BY: NO SCALE THICKNESS MIN. ("� Shaping the Future OUTLET PORTLAND _- E NGD 11tC[iAEL A. STONE, P.E.C1TY ENGINEER TRENCH DWG. NO. I `! DIAM. s72oswntiacADfwrA STE 200PORTLAND,OR 97219 GON ENGII tGs DIVISION 3/16" V 11 114" I ( / TEL(503)419-2500 FAX(503)419-2600 ■ PUBLIC WORM DEPARTMENT I I www rardno.«xn 13125 LW.HALL,BLVD. 1 5°3)63941 TIGA1tD,OREGON97213 JANUARY 2013 BACKFILL 'I SQ (TYP•)� PAY: (503)684-7297 APPROVAL.DALE I LOCATE FRAME AND COVER SEE DETAIL"B"-" 3/16" V OVER LEDGE OF AT LEAST + 1111 MANHOLE LID 12" IN WIDTH 1/4"PLATE(TVP.) " � I /`� AS APPROVED FACE OF CURB ' SIDES AND BOTTOM I • 15 A •---""I W/ 6:1 BATTER 1/4" PER FT. c., 8'MIN,BETYYEEN `� `~ )..,, 11 .J KNOCKOUTS CALCULATED I.E.OUT tTYP) SL©PE AS SHOWN ON PLANS m GUTTER PAN Or WIDTH TYP)� 1 t--rl 6 6"..n- II'•. I ! • . •. . IP., m -N r 11 . l d . FACE OF CURB ■ i 3" WEEP HOLE LOCATED �'""-Q-�"--- `• 2'-0 1/2"SQ. t`)er N •' I BACK OF CURB AT BASE OF SUB-GRADE- ^"� ••0-24 -►`'' x •o 1 - I h 1 • • 1 AGGREGATE (TVP) .. 4 -• // - " MAXIMUM 27'FROM TOP OF 4 :A i STANDARD FRAME AND COVER OR ..1 :„.. ..La• ' _ t I ' __ , WATERTIGHT FRAME AND COVER. • FIRST STEP TO TOP OF �' •`. o ! �/'�� 1 S" CASTING gilEE STD.DRAWING NO.110-SA/ST A •~• y • „ , • • . , WATERTIGHT SEAL SUMP OR N0.120 FAcE ( SEE DETAIL #030 ELEVATION VIEW a^ •BUTTER +: `, l '. a SET FRAME IN NON-SHRINK GROUT 1. ., li� " - 1/2" PRE MOLDED �- 36"-`�"` 40 STANDARD TRAPPED STYLE CATCH BASIN ku-S-0 = I� 42 -•�-•-•�•�•-3'-0 NOTES: GRADE RINGS(2",4',OR 6)MAXIMUM 12"SET EXPANSION JOINT -- , J ' I IN NON-SHRINK GROUT SCALE: NOT TO SCALE A� FILLER (TVP.) SECTION A-A 1. ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478. • PLAN VIEW 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY • STRENGTH OF 3000 P.S.I.AND SLUMP OF 2'TO 4'. G 6"(TYP) FOR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS E. STANDARD ECCENTRIC 36" POURED IN PLACE SUCH AS KENT-SEAL NO.2,RAM-NECK,OR AN APPROVED L. CONE BOTTOM-FACE PROJECTED EQUAL CONFORMING TO FEDERAL SPECIFICATION SS S00210. . V , OF GUTTER GUTTER LINE 5"(TYP) FOR PRE CAST 4, ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. ‘... - WITHOUT 4" MIN. CURB INLET OPENING 5. PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE A DEPRESSION TOP-FACE OF CURB MANHOLE AND CHANNEL DETAIL. c� A 1 112" 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ', 1` MANHOLE STEPS SEE Q I r� ` BOTTOM FACE OF CURB REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO.100 ' 7. PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) t) • p MANHOLE SECTION • 4 ,• ��`��tl �ll �r • lr MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED -° .,.r•nVARIABLE 1'-4') 4 ON THE INSIDE FACE OF THE MANHOLE. M 3" WEEP HOLE t- PROJECTED GU I'tit UNE 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND D , - 0 • LOCATED 4'MAXIMUM CLEAR OF PIPE WALL. z e y�� WITHOUT DEPRESSION .,• • • AT BASE OF .- ,;+Y • '• .. 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' M ‘,, •,. SUB-GRADE FOR SANITARY CONNECTION AND 48"FOR STORM " 0 ; AGGREGATE A.. '' - A: • CONNECTION. v (TVP) • ••• 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND -� -•- 5'MINIMUM 1 COVER SHALL BE USED IN ALL EASEMENT AND OFF "•:. 36" A� • • • ••, ' STREET AREAS. ': U a WATERTIGHT SEAL 40„,�� 0 At DATE SEE DETAIL �1D30 .'. :,,,.s X" 3Q. j; .7 �-- 48"MIN. _ . X"�1:., 30•-� 4.01-- 40* '�is�, • J MINIMUM 12"LEDGE(ONE •. �'`� " ��\ ` t. REQUIRED)1'/FT.SLOPF - 42- -- 1 1/2" 36" 0►` POUR MANHOLE BASE AND CHANNEL TO 3/4 DEPTH OF TVP- 2'MIN.FROM TOP OF PIPE TO EXISTING MAIN. a MANHOLE SECTION F�t PROFtcs, FRONT VIEW 1 1/2" GUTTERUOUT TOP OF EXISET MANHOLE ISSTIING MAIN. RREL BON ON BASE THEN CUT 0 PIPE v ��` �N�!N s�©�-9 d: 7..28'E ;"'" t L. d d. • • �_A•Q.c. - A t is sJfa�.,. PERSPECTIVE VIEW SHOWING rDEPRESSED GUTTER AT CURB INLET .w;:�. . Qa: 0>4 •. -; \8"MINIMUMCONCRETE #4vonef 44'• 0g 1-t1 NOTES: SMOOTH FINISH CHANNEL TO • ' , *� 3/4 VERTICAL HEIGHT OF PIPE I;• .• %r.' M.:� 1 liiiEw C^.\- . 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. •• -•r::: . 72'MINIMUM AND A SLUMP OF 2" TO 4". 12'MINIMUM OF Y4"-0'COMPACTED ;1...,.. .- ...,•',.,;' BASE MATERIALEXPIRES:12/31/2013 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF W. TO 0" COMPACTED BASE MATERIAL. 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBS). TIGARD TUALATIN SCHOOL DISTRICT INLET CATCH BASIN ( CG- 30) 0 STANDARD MANHOLE OVER EXISTING PIPE DETAIL TIGARD HIGH C1eanWater Services SCALE: NOT To SCALE SCHOOL DRAWING NO. 330 REVISED 12-16 MODERN IZATION • 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 Ct Jurisdiction Stamp Area W CL (9z 0 J 5 co STORM DETAILS 2 Ct o 0 oi co E. W N C5. 11 M Cf) . bt/ 3••3.---t STORMFILTER DESIGN TABLE rk, bassetti •THE 6'x 11'PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF RUBBER SLEEVE Al-!LH SLEEVE iS PLACED IN HOLE. architects ct TRANSFER HOLE AND COVER INLET BAY I I •THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION. i I I J� • •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. N. ; 1 1 L_`_i CARTRIDGE HEIGHT 2r 18' LOW DROP r'-'N r r '' 1 SYSTEM HYDRAULIC DROP(H-REQ'D.MIN.) 3.05' 2.3' 1.V 721 NW 9TH Ave, Suite 350 _J r- - _ \L_ ‘ _ N. ©� '1 18 Cartridges Max HEIGHT OF WEIR(IM1I) 3.00 2.25' 1.75' �� -Pr- --4t--� 1 Portland, Oregon 97209 TREATMENT BY MEDIA SURFACE AREA 2 gprnAt' 1 gpmJtl' 2 gpm/ft2 19Pm 2 gpmlft2 1 gpmtiN I '� I I `� \--.„____/-‘--,1/4_,7.../-\---‘___./ 1 (gpm) 22.5 I 11.25 15 ( 7.5 10 5 T(206)340 9500 F (206) 340 9519 -i CARTRIDGE FLOW RATE 1 I �___L_ \ I nmmIU 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE -�- I 1 iPVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9(s" BAND WIDTH. I �i-- tii- i i 1 I-24---r- ° --A- -It- / L___�-��_1.J 1 r---=Z r "\ ry�r fi�` I CADMIUM PLATED CARBON STEEL. AND ATTACHED WiTH HEX HEAD SLOTTED L___J_.L1_LJ I/ t L_ tL_ t I SCREW. _ 6, PIPEL ON I--I}_ : 7. 't :� 11 SITE SPECIFIC CIVIL ENGINEER& LANDSCAPE r , r , r ' _ r 1 DATA REQUIREMENTS Cardno i --1`- `V__ _ - W.t•' •t-rt, sTRUGTURE la r +' 6720 SW Macadam Ave.,Suite 200 r-1- 1 & _ _++� it 1 •' "°• WATER QUALITY FLOW RATE(ds) * 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN -, F"I---c- -r -- , - • ' * /, PLACE Portland,OR 97219 I i _ 1, _ _ �'� .-:� PEAK FLOW RATE(cis) %iiii� /�/�'' T(503)-419-2500 L J./._ r •i 1 L_ i -��-tr .�. - - RETURN PERIOD OF PEAK FLOW(yrs) Tri ,. _ 1I „4 *OF CARTRIDGES REQUIRED * I a' I 1---IN- Inc -;�- /Ji CARTRIDGE FLOW RATE * STRUCTURAL ENGINEER ,�' rir_J_.L __....\._/ \- „J ..-�/ w_,-,/ j I8 C+� Com,,,, ��►„� 'O . MEDIA TYPE(CSF.PERLI"i'E,ZPC3) �.�:. -: Catena Engineers i 1 I V STORMFILTER i -.,�_'-=«::'„"•,�z7r; ,,, r f PIPE DATA: LE. MATERIAL DIAMETER 1111 NE Flanders St.,Suite 206 i I CARTRIDGE `'''y �"^ INLET PIPE i a 1 * 1 * Portland,OR I �'w �.s o - OUTLET PIPE * * T(503)-467-4980 97232 FiLTRATEON BAY .12-1-***" ." ^u•cs cn INLET BAY RIM ELEVATION MECHANICAL ELECTRICAL& OUTLET BAY .1b''° I * - (11,-0'J _ FILTER BAY RIM ELEVATION PLAN ANTI FLOTATION BALLAST I WIDTH 1 HEIGHT 1 PLUMBING ENGINEER ,, ,, 3 Glumac NOTES/SPECIAL REQUIREMENTS: FRAME AND COVER 900SW Fifth Ave.,Suite 1600 2 Portland,OR 97204 (DIAMETER VARIES) ISSSS; T(503)-227-5280 FRAAND N.T.S.IVE , -'''-- ' •COVER(TYP OF 2) • w ••+- ; FOOD SERVICE CONSULTANT /ll///!///// • ,,,� SEPARATION WALL PERFORMANCE$pECIFT( ��/, Webb Foodservice Design GRADE RINGS/RISERS FILTER CARTRIDGESS BE EDIA-FILLED,PASSIVE,SiPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA 3700 SE Lafa ette Ct. (TYP OF 2) DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. Y /�//x/iy/, , , . _ T SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DMDED BY THE Portland,OR 97202 �y� J �` , MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDiA(MAXIMUM). T(503)-236-8566 INLET PIPE--\\ ' rj t / i I GENERAL NOTES 1 I 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE ACOUSTIC &AV CONSULTANT I 1 STEPS 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. F� f 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH The Greenbusch Group WEIR WALL 1 I REPRESENTATIVE. www,ContachES.00m -. To 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WiTH ALL DESIGN DATA AND INFORMATION CONTAINED IN .'. • i• .• :• • ' ,• • 4. . *• +•. ,�_ 1900 W.Nickerson St.,Suite 201 I %" ��\ I m THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. + * +�. ••_ Seattle,WA 98119 111(-_, i It I 5. STRUCTURE SHALL MEETAASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF(7-5'AND GROUNDWATER ELEVATION AT, ' = .3... T 206-378-0569 .,, �x lin_ OR BELOW,THE OUTLET PiPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. i I I 1- r_�'1.. r_ r -11-r413.1 1 _ 1 CASTINGS SHALL MEET AAI.SIiTO M308 AND BE CAST WiTH THE CONTECH LOGO. L-� -�r Ir II !r c1=1 INSTALLATION NOTES COST CONSULTANT I r r 11 11 II 11 I I r n Ir Ir �,1�.1I A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN GONSIDERATiONS AND NOTES: Construe#ian Focus I 1 II II If --i SHALL BE SPECIFIED BY ENGINEER OF RECORD. 1 i If II II I B. CONTRACTOR TO PROVIDE EQUIPMENT WiTH SUFFICIENT LIFTING AND REACH CAPACITY TO UFT AND SET THE STORMFILTER 740 Almaden St. STRUCTURE(LIFTING 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. I �= 0- � Eugene,OR 97402 ! r--- -- -- -y�- -� C. CONTRACTOR TO INSTALLJOINT�B�ALL SECTit)NSAND ASSEMBLE STRUCTURE. 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE T541-686-2031 �-- ---' `� - - D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. DIAMETER (I.D.) OF 10 INCHES OR SMALLER. co" ` F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONUNE. STORMFILTER OUTLET PIPE CARTRIDGE FLOWKIT 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. .. ELEVATION (r) �arrdno C( NTECH THE STORMWATER MANAGEMENT STORMFILTER INSERTA- TEE Shaping the Future Ai ENGINEERED SOLUTIONS LLC11' CleanWater Services PORTLAND 8'x PEAK DIVERSION STORMFILTER 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 Storm Filter• www.ConbchES.com REVISED 12-16 '� .•=. - C Dr., ,OH STANDARD DETAIL DRAWING NO. 530 ( ) ( 1 ��,�� 'TEL: 5D3 413-2500 FAX 503 419-2800 800-338-1122 513-845.7000 513.845-7993 FAX wca,dno'corn STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE, STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. PROPERTY 1. ALL STORM AND SANITARY SERVICE 072'MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY iS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS 71UNE OR LATERALS SHALL BE MARKED ON THE REQUIRED. PIPE UTILITY TOP FACE OF CURB AS FOLLOWS: PEC AS EASEMENT SPECIFIED *STORM DRAIN LATERALS "D" o OUTLET CARTRIDGE ►FCTION •SANITARY SEWER LATERALS "S" A • ~ .ti• SUMP CARTRIDGE HEIGHT 27" 18' LOW DROP RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 1.11' - 2. LETTERS SHALL HAVE N. MAX, WIDTH Y 1111)%411 SPECIFIC FLOW RATE(glxrJs@2 g xnflt 1 ppm/fl' 2 gpm� I 1 SPm 2 9Pm It' ( 1 91 �' AND A MAX HEIGHT OF 4" t CARTRIDGE FLOW RATE(gpm) 22.5 11,25 15 7.5 10 I 5_ A d ii,[ 3. LETTER SHALL BE CENTERED ON TOP � � y' { t �ll SECURE 2X4 iN PLACE FACE OF CURB. INLET 1j � �1i �,qi��- AGAINST PLUG W/ CURB STAMP DETAIL �y:�--i •�i � OUTLET BACKFiLL TOPREVENT '. Jt0 :1 t3 l Ivi PLUG BLOWOFF • 72*I.D.MANHOLE SITE SPECIFIC ' „� �'� STRUCTURE DATA REQUIREMENTS /1 I 11,2 TOP SLAB ACCESS �j (8�O.D. STRUCTURE ID * SEE FRAME AND • ' HEIGHTPROPERTY UNE OR WATER ( ) OF HEIGHT: TOTAL UTILITY EASEMENT COVER DETAIL PEAK FLOW RATE(cis) • STORM 12" 2X4 LENGTH OF 2X4 f, a �, RETURN PERIOD OF PEAK FLOW(yrs) OR LOT# i LOTS: AS SHOWN ON �'' -. .. d \ #OF CARTRIDGES REQUIRED * SANITARYSEW � MIN APPROVED PLANS MARKET OF INGS NGS TO PLAN VIEW ,.- z v CARTRiDGE FLOW RATE • MAIN 36" FACE STREET 2X4 STANDARD �BSER CONTECH I MEDIA TYPE(CSF,PERLrrE,ZPG,GAG,PHS) • PLAN COLOR CODE SURFACE FLOWIC[T:4?A t -__. PIPE DATA I.E. MATERIAL DIAMETER "t--(GREEN-SANITARY) A '- = INL.ETPIPE#1 GROUND �_� (WHITE-STORM) 12" \ Grp ''- -�,+ INLET PIPE#2 ' • • = '.* OUTLET PIPE • • • ter-. MN RIM ELEVATION I •• NOTES: ANTI-FLOTATION BALLAST I WIDTH I HEIGHT 36" - * • 1. FOR NEW CONSTRUCTION ALL SIDE SEWER 01 FRAME AND COVER AND SIDE STORM PIPELINE CONNECTIONS GROUND NOTES/SPECIAL REQUIREMENTS: < CONTRACTOR TO GROUT TO TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC-sp. > - FINISHED GRADE FACTORY FABRICATED "TEE" FITTINGS I TAPE (r) - (DIAMETER VARIES) UNLESS OTHERWISE APPROVED. - GRADE N.T.S. *PER ENGINEER OF RECORD x RIPIPE NG/RISERS \\\ 2. FOLLOWINGRIAL SHALL BE ONE OF THE I�� r- - A. PVC ASTM-D3034, ASTM-C900 I N%/r\% //i://` B. DUCTILE IRON CLASS-50 <\‘ LABEL MAGNETIC TAPE WITH BLACK LEI ItttlNG STATING ( # DATE i (STORM ONLY)) THE FOLLOWING: 1=) wl ; ~ 't,• +*..;: :: - •J C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." I rUJ D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." ____ Np l_NOTES E. CPP MEETING AASHTO M252 PLACE 16" ABOVE TOP OF PIPE AND AGAINST 2X4. II- I- + FLOATABLES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE = 0 * BAFFLE 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. {� •- �� STORMFILTERR / 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS M i QED rn4Ffs :_ 1/` LLC REPRESENTATIVE. www.ContechES.com El I E �� S/ / 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THISZ ? ti.1%GI NFF9 0i' : INSIDE -EIGHT 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF V-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE ��v 7 Z$PE 9� l -_ _ +� )� $' TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL.GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO ' PLUG r '�(S;' ,1-: • 1 M306 AND BE CAST WITH THE CONTECH LOGO. •- 0. I HYDRAULIC DROP 6. FILTER CARTRIDGES SHALL BE MEDIA-FiL ED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL " :.• __. 4V.: 4�t Y I ORE e• INLET PIPE ;•' BE T.-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 39 SECONDS. I S '#:#'& - """ ! +rte rte#n.. -I ,,,,• f 1 (ii)INLET ANY. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY pm)DMDED BY THE FILTER CONTACT SURFACE AREAR '• ,::.:-.41,:,.:7 s�•=`•" �` •...•=:i -•�`•-•`" �'�• 2�© TO OUTLET INV, (sq ) =#� .. :#:1 ,.- I . #-#=lei- �1.�1 09 cc.�� _ INSTALLATION NOTES ' = : ^t=..=..�..= EI C. �` 1. ANY SUB-BASE BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE "# "# •%r=#�� A .C.`,..... � _ MINIMUM SLOPE FOR '.•' •=-•=•'•=•=-"-- 3/4•-0 PIPE ZONE SPECIFIED BY ENGINEER OF RECORD. -#�., _. S%.' 6" PIPE = 0.010 MATERIAL AS SPECIFIED MIRES:12131/2018 •r `. '-` y „• t` 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTUREI=f-• #=# 11 f (LIFTING CLUTCHES PROVIDED). • -_'.- - -_:.--- 1 4' PEP( = 0.020 FLOW KIT- 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. '-----: �1.: '11=1 i OUTLET SUMP 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PiPE(S). HOPE flUTi bTRISER- 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RiSER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE ELEVATION TIGARD TUALATIN SCHOOL DISTRICT OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. SECTION A-A 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. TIGARD H CO-NTECH. SFMH72 SIDE SEWFR /SIDE STORM ENGINEERED SOLUTION S LLC STORMFILTER PIPELINE CleanVcL Services SCHOOL MtormFilterwww.CordschES.com REVISED 12-16 907.5 Centre Dr.,s .400,W Chester.OH450sg STANDARD DETAIL DRAWING NO. 520 800-338-1122 513445-7000 513-84.-7993 FAX MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 EtJurisdiction Stamp Area W a_ 0 z 0 J 5 co STORM DETAILS 2 fit LC) in a ai CO CV W N C5. 12 M r� V J bassetil OVERFLOW STRUCTURE INLET STRUCTUREarchitects - •, '• ..�. .�;.�• �.� , RAIN DRAIN AND OUTFALL PERFORATED PIPE MANIFOLD PROFILE PROTECTION 16" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE - ° 4..- w W w i ` - •IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR • .:r t!• W Ili"' BUILDING OFFSET AND OVERFLOW TO -- -• r CONVEYANCE GRATE, OR APPROVED APPROVED EQUAL • .4 . oe II ,,e.; , ! w • . , IMPERMEABLE LINER AS APPROVED EQUAL J =iv •'� l '' 4' BY BUILDING JURISDICTION 721 NW 9TH Ave, Suite 350 ?,� TOP OF DRAIN • .r * W W PERFORATED PIPE MANIFOLD Portland, Oregon 97209 • C,'?'"-; BASIN ABOVE ? . : 4 4 W ' FOR LENGTH OF FACIIJTY; T (206) 340 9500 F (206) 340 9519 �tij �lr� if( �II;f GRADE FOR ��`. 4y��M : i w , W 1 •, 1, PONDING, PER w �.• .` .;��. ..` w ^ y + ; 4" MINIMUM. • .�`�E ��.��..��.�� °. . STRUCTURAL WALL PER i • DESIGN r t \ ``�`�`�`��,�•�` •� W w + + r' BUILDING JURISDICTION E-1 VII II III - Ii I I ISI I I J 4(M`�\\ \ * ��,� �l! IlTI I '` .IEIEI I I GROMANG MEDIUM ', '�, -�� 4, y '`LOA f• y w �rW W r. A CIVIL ENGINEER & LANDSCAPE 1IEII�II T �I�If�=11E I I I y . -.. 4 _ W r I=ITHICIICIICII . 11IEII-{I1=i,lam'IlI ,, ; . '4 s L •• 4, �4I w ,:- LI Cardna I l-l��I 11 I I�11=4 =1 I I: I I I-1! ISI I I-1 I 4' 9 �\ S J . W '' 6720 SW Macadam Ave., Suite 200 l l 1.11 I I-I I H l I-1TI _ - I IE IH I I E El l l l • - • r:r r •: CHOKER COURSE r y �4/ • y y' �`�J` Portland,OR 97219 ";:� a y „ 4 T(503)-419-2500 s iL�T rT i �T r� 4p or rY•r •T,rX;•�:•� ' dedfid a•a'Ya± daded a a,Ia.�a OC y y �' 6" TYP. 30. I OVERFLOW TO 1` • - • ' !� Y:,0 . . •.. DRAIN ROCK v '" , g_ 7 M N -00.00.0.0040.1;..4116.11=11. *r *M/E ��"*+ • �, y y OpJ1 r \ FACILITY WIDTH CONVEYANCE STRUCTURAL ENGINEER Are0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 4' " 4 E� • `1 � �.� o ��'� " - T 14 Catena Engineers w y • 1.5 f i�. _ 1111 NE Flanders St., Suite 206 y • «uk ,:, 2" MIN FREEBOARD . E. y r y y s`. ��_ ' 1,j5+! Portland, OR 97232 BOTTOM HALF - NO HOLES OUTLET TO APPROVED , r y j' '' • +. L 6" MAX POND DEPTH CONVEYANCE SYSTEM : , • • °•', �i T(503)-467-4980 PERFORATED COLLECTION y y 1.:�• �s•' '� :.- ` '. PIPE RUNNING LENGTH OF .co ' . • .•1 .- • 'p y y • • y�..,i ` 1-i l i -I I I"+ ,,�%4, !`rte.► 1•�'' ✓/ 1. -'. I I _I ,: I' MECHANICAL ELECTRICAL & FACILITY 0'� C �� q/H 4q /v y y s•� y y a,� ��j ��1>i 1 i 18" MIN GROWING MEDIUM PLUMBING ENGINEER • moa y . y4. ISI I� SIL I CT'' 0 1 y v v - y y y N•./✓ iIII-IT- -III=11-I .:` Glumac -- . �' .r y y y .r y y y y e. GlA. I I O;" 3" DEEP (3/4" - 1/4") CLEAN y ° " ` P. ` 900 SW Fifth Ave., Suite 1600 y :_. "• ''i•v CRUSHED DRAIN ROCK Portland, OR 97204 PIPI NOTES: 4, y y ♦ •r rr r rr ,.rr.rr F' •- . ; .: v .v , A • ... z. . .. T(503)-227-5280 y SOO:. '.0i./i.i 9" DEEP (1-1/2" - 3/4") .V y .._�r.•�..� g� Y-R--•••E- ' a 1 FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC SCH40. THREE-INCH PIPE IS 4, y ,) AVIV CLEAN CRUSHED DRAIN RACK REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH • • y y a 'b° �'_','_ �'�+`� -_ FOOD SERVICE CONSULTANT PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING y y y 4" DIAMETER CUT +'\\`V .4-..- °'\ Webb Foodservice Design CODE. • E. , ` RUTS. MIN 3 PER �� `� OVERFLOW TO g 18" MIN DIAMETER DRAIN- SPLASH ROCK •.°• ° II � hti f A` CONVEYANCE 3700 SE Lafayette Ct. FOR PUBLIC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE BASIN, NYLOPLAST OR 18" MIN DIAMETER DRAIN- AROUND // / •• • v VS '!'//��` S. Portland, OR 97202 BASIN, NYLOPLAST OR /f /. X /. .Cr. //, fiC/. /, / CLAMP OR APPROVED EQUAL T(503)-236-8566 REQUIRED. APPROVED EQUAL. STRUCTURE ,�- . • 1 `�. '\' `� `' Q WATER PROOF PVC BOOT AND NON SUMPED APPROVED EQUAL. 18" �' 1\ FOUNDATION DRAIN PER DESIGN . MIN SUMP REQUIRED_ • - e / ././E(` NOTES: ). .#$-/, /,.: ✓ $/' O /• �f SECTION A-A ACOUSTIC &AV CONSULTANT •�!• roti . \ �� The Greenbusch Group 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM •\v......,:,-\,...„- `/ ....,%.4, /s. ' 1900 W. Nickerson St., Suite 201 IMPERVIOUS AREA BEING TREATED. NOTES: 2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. 1. PRIVATE WATER QUAUTY TREATMENT Seattle,WA 98119 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. LOT# 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED T 206-378-0569 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. ON INCOMING FLOWS. 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. 6. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITIONCOST CONSULTANT 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. # OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR Construction Focus 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTESSEPARATION. 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATON FROM TYPE OF PLANTS 740 Almaden St. 6. OUTFALL PROTECTION SIZED PER FLOW CALCU_ATIONS. THE EFEECTS OF SUNLIGHT. 1, PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF Eugene, OR 97402 FACILITY IS BELOW BUILDING FOOTING. T 541-686-2031 SIZE OF PLANTS PERFORATED PIPE LIDA OVERFLOW/INLET LIDA FLOW THROUGH PLANTER LIDA DETAILS HANDBOOK CleanWa r Services STRUCTURE HANDBOOK C1eanWater ServicesCji, Cardne7 DRAWING NO 402 REVISED 05-16 DRAWING NO. 407 06-16 HANDBOOK N D B 0 0 K C1eanWatet Services Shaping the Future DRAWING \0. 794 REVISED 0.5-16 PORTLAND 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX{503)419-2600 12 8 Low Impact Development Approaches Handbook C anWatcr eleanWalmr"Services Low Impact Development Approaches Handbook 1 3 3 12H Low Impact Development Approaches Handbook C3eanW7Uater Services www.cardno.com A 6" --1-1 r BEEHIVE GRATE TC=G 4" {SEE DETAIL BELOW) VARIES h 18" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE • WIRE ROPE MANHOLE FRAME OVERFLOW PER DETAIL N0. 405/407 NOTCH, 4" MP. GUTTER �_� ) `' :. I L I " '. ENERGY DISSIPATER DRAIN (SEE NOTE 5) {SEE DETAIL BELOW 1",`'� ROCK r W w W W r W w ter: y r • ,�y.,��.k l4i1'+' ':• 1SPECIFY RIM ELEVATION f/i� f EPDXY MANHOLE FRAME 4. / W W Y y i W W W w� • " 6" al ihs> ( TO STANDARD REINFORCED • + y 4-1/2" . 2-1/2" ,,,- -\,;41/4.. + y + 18" r TOP OF STORMWATER CONCRETE PIPE, CLASS III •'•r '• W A, W v v / _. A \ I' SPLASH ROCK. 6" ■ .. FACILITY TOPSOIL ! ,. •• r MINIMUM 4' OF 8' w W W /'+ + + A ,��_ /,', 10" •(>' / 4 ` STRUCTURE. TYP. ` • • y_ X14 REBAR U-BOLT j r t.,`i W PERFORATED DRAIN PIPE r y W + / W y MIN. AROUND y ` - `1- : S=1:2 41,-14140 "� \. (SEE NOTE 1) A I A �~ �` Mr e ' 6" 18" r 7 r v r W 6 / a d �W'1i `� o 4" DIAMETER CUT ` 4" DIAMETER CUT E , t 'STREET/ TAPERED ..TC-G-2 �� •w \ a `�� W W11111%1`. .E:,(6 .,:.':� : " �'+�r J ..r w OUTS. MINIMUM 3 y `10 W W OUTS. MINIMUM 3 *I STREET �•�� CUT OUTS PER INLET :i; �: CUT OUTS PER INLET 30 ' RELIEF SPLASH PAD 18" r + STRUCTURE TYP.+ * I " W STRUCTURE TYP. w W m �`:•, f . 51,114 �., • OF L3 ar ,r, ar W W .• ��.� -: W i a. ar + i i • ' e • 44 . yi. *� ��-c- PERFORATED DRAIN PIPE -3 `. ' ' � - ' tel'' • . .. , : -• , II //e.':2 Ci . . 4.'':-.1.... f5�iHDEPRESSED GUTTER 2" CONNECT TO MANHOLE-1 • ■ 4■ �' I°, t • �. . .. 6" \ : .. A SLOPE TO DRAIN •I d +. G • • +i AT OPENING a e O�IY MODIFIED GG-30. ° OR INLET ; 4• Z TRAPPED CATCH BASIN, +' ,, i ! _ . . • 6 ` ` SEE DETAIL 403 Fl I ii 0 0 NYLOPLAST OR APPROVED • CHECK • DAM, A5 �7 ` • METAL INLET ASSEMBLY - J, - •• '• . 4 EQUAL. 1B" MIN. NECESSARY. (SEE NOTE 3) 18" / CURB A REQUIRED ON HIGH TRAFFIC • •• �� SEE DETAIL 407 j • f• STREETS A- /, 4J -41-16"-...-...-12"--•- 3,000 PSI 30" MIN fi' 4" EXPOSED MIN. J/ COMMERCIAL GRADE TREATMENT AREA I€1.' SIDEWALK DRAINAGE � �' ISOMETRIC CURB CUT-OUT �_ /s" CONCRETE 1,-11 3/4" • �' / r J //�i I�� c" MIN N.T.S. • 18" MAX „ f1 . VARIES E1i�Of Lu. PLAN CURB CUT-OUT �18-1/4"-I 4" MIN POND DEPTH WITH 2" COMPOST MULCH 111=111=1 1I It I-11 2 111111 "I I I IE I 1 18" MIN. GROWING MEDIUM N.T.S. R-3/4" 6. I El El I El I�• // - ��C�h�/ �Ii/''� U'D'C/ GUTTER (G) / *Ilf `- +!'._ _ '� 1j 3" DEEP (3/4" - 1/4") CLEAN CRUSHED - BEEHIVE GRATE 20 3 8" DRAIN ROCK 4" 19 1/4' !�� •��* s 15' DEEP (1-1/2" - 3/4") CLEAN CRUSHED - FILTER FABRIC, EXTENDING TO ': 2" F17 3/4= �`�'`� i= = DRAIN ROCK 'EATMENT/PONDING AREA STREET J■ +' 4" 3 4" y v , -�" • ' d PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 Ac.4•'. ' A , '. - '. •i �� , I il_,I SECTION A-A ATTACHED LINER, SEE NOTE 6. ---T� wr�f*J 19 1/4" NOTES # DATE 3 TAPERED REUEF TC=G-2" 27 3/4" 1+-- 2' 6"-�1 AT CURB FACE 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED p FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. SECTION A-A 3/4" - O 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 3" DEEP TYPICAL TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 3, PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED .0,..5PROFess ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. \' G1NF /Q 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. (v( ScY' C 9 'I% NOTES: 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDFWAI.-K, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES Rt. 7;.28PE c-- SHALL SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 1, INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY NOTES . 1 IL,. 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 4, 1 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-301 T AND ROAD AUTHORITY OR AGENCY. OREc't 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 SUSGRADE. 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 LAYER4,;://,,k• 9 q41 c� 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY �,9 J 'I' 09. Z �\ ROCK 6" DEEP BEHIND SPLASH PAD. 3. GRATE TO BE CAST IRON, ASTM A48 CL30. JURISDICTION IN WRITING. I fE0 . ,��' 4. CURB PROFILE PER LOCAL JURISDICTION. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMLIER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. E<PIRES: 12131/2018 CURB CUT OUT LIDA BEEHIVE INLET LIDASTREET SIDE LIDA LIDA HANDBOOK CleanWatie� Seryices HANDBOOK CleanWat� Services PLANTER WITHOUT TIGARD TUALATIN SCHOOL DISTRICT STREET PARKING HANDBOOK CleanWater Services DRAWING NO. 401 REVISED 05-16 DRAWING N0. 405 05-16 TIGARD HIGH DRAWING NO. 795.1 REVISED 04-16 SCHOOL GleanWaIer services Low Impact Development Approaches Handbook c eariWater ` Services Low Impact Development Approaches Handbook 101 122 Low Impact Development Approaches Handbook CliearzWites 'Services MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 ISSUE DATE: MARCH 28,2018 CtJurisdiction Stamp Area LU 0 z 0J D 0o STORM DETAILS 2 il 0) 0 � co w N C5 . 13 .,.„, cn 1 bassett! B architects 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND,OR(800)548-4667;SCARBOROUGH,ME(877)907-8676; LINTHICUM,MD(866)740-3318. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING, STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. B Q ,, = EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. ` :, .-• ..,-' 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. © © Q " • - 4)STORMFILTER REQUIRES BETWEEN 2-75'AND 2.9'OF DROP FROM RIM TO OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING .4 '`' • '.i tea l-a L!,--i • . . 4� - -N721 NW 9TH Ave, Suite 350 . •D . 12" DISSIPATION PAD •V 4.- •'• • TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. •pp+ )�+• 'm • •' 3 Portland, Oregon 97209 PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. L3.15' A _6 P • . - Ir i.�.. (4-1/2" - 2-1/2" Nom.: . 6 , . Lu •- J� g SPLlIS1'1, ROCK] T 206 340 9500 F 206 340 9519 5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MOREL �► Jai �' . 1.43 1.33 • d • _ ,rV-�-�.n-.-,-: , a ;-off „II. INFORMATION. n • 0.15 • - _ • •I! E11 111r 1 CARTRIDGE CONCRETE I �.' I. 112"PVC WEIR '-••, - - ••••,• * 4, 4, , * _ R.. CATCH BASIN STORMFILTER DATA( �� \� _ :-• .� * WIP ` w 4' 4 ' •• ,� �•' CIVIL STRUCTURE ID XXX //��' • •• W W W * •- W • o •• • 4, • w * + f CardnoNGINEER & LANDSCAPE WATER QUALITY FLOW RATE(cfs) X.XX >• f -/��I!,rtt A ` r + -' +• I' + -4 • . - Y: • g 1.38 1.13' ttr%L.�7tI,1G'/.1 A i :• I, ...- d :• - , 6720 SW Macadam Ave., Suite 200 r� a'' 4 • e •.�' Portland,OR 97219 PEAK FLOW RATE(<1 cfs) X.XX �� % v T(503)-419-2500 RETURN PERIOD OF PEAK FLOW(yrs) XXX c / j ' __ 4ØCLEANOUTWITHPLUG • • + a w W W * w ` CARTRIDGE FLOW RATE(15 OR 7.5 gpm) XX `�/! • MEDIA TYPE(CSF, PERLITE,7PG) XXXXX 8 RIM ELEVATION XXX.XX' ' 1/2"PVC BAFFLE LAP SPLICE #3 REBAR. STRUCTURAL ENGINEER MINIMUM 12" OVERLAP PIPE DATA: I.E. MATERIAL DIAMETER Catena Engineers INLET XXX.XX' XXX XX" SEE NOTE 2 5" MIN OUTLET XXX.XX' XXX XXX i 1111 NE Flanders St., Suite 206 CONFIGURATION TP(503 - OR 97232 I I .,< T(503)-467 4980 OUTLET 1-CARTRIDGE CATCHBASIN - PLAN VIEW I ' :' _:�:,.`"`: ' '_ ' - 3" MIN — ' rn 0 ..: . . ;, • �:� -T I I: MECHANICAL ELECTRICAL & 101 • % . • • \1\� I :• ��, PLUMBING ENGINEER : I ILII 417. ._ �, NIT: . ► � 3" MIN I-1IEI ._ [ 1111I' Glumac INLET y `r' �:�`.�` . • \� II -I EEI I :.•Il—GROWING 900 SW Fifth Ave., Suite 1600 s. Q I - I(MEDIUM Portland, OR 97204 `�v ` • . - I, • L=111--11 l �� 3.60' - ' / ,. : i - sy ,��`i .1•.. •—III-2-'l 1 I--- T(503)-227-5280 OPTIONS(AVAILABLE AT EXTRA COST): - N/4: 4/ !..:.:,..i..,...;:, 1"v 8' MINIMALLY .*_.-,_•:.,...„. III-1 ICI ['HOLE FOR OUTLET STUB OTHER THAN 12" A \\\ \� .1, • • \ f�DlSTl1RBE0 ❑CLEAN-OUT IN WEIR OTHER THAN 4" 0•-10' l� �� `�f• NAT1vE SOIL 5ilELF Te:� .,-;Ir COURSE FOOD SERVICE CONSULTANT CORED HOLE FOR INLET PIPE t �!�r,' ' ':r��;�r• ❑ I. ••.a 0.59' - VI /)I '''...Ly::. 1'•�f -o:� ► . ;,,. E. ❑DEEP OUTLET CORING l ---'- - .4 \ t ♦`` Webb Foodservice Design ` s • • 1� 6" MIN 0.13 `Il I . y I / r:to, Is,DRAIN EI OTHER:XXX ^. - `� • .'•s :: .. \ r 46•"4"...9 • Ill"'",'ROCK 3700 SE Lafayette Ct. /l • ,- :,'="•,.. :. ,• -4. 4" DIAMETER WEEP '�i+i=!� ��!�"�*!�• Portland, OR 97202 4. ./ _ � �� ! : - , • .. N HOLES 8" ON =sl�I I ._�._ T(503)-236-8566 3.60 ` 112"PVC WEIR `, '\ �~ ` CENTER SPACING. r•d- / /i�V,4"�`�\J fj \. *.044 SEE NOTE 1 0.85' 1.00' I 2.40' 4 .� '� NP~+ 30 MIL LINER SECTION B—B ACOUSTIC &AV CONSULTANT 2.00, . \ O 3 MIN TREATMENT AREA d I .•' •. . .. , 'd . .a' . - 1/2"PVC BAFFLE The GreenbUSC Group �. ' , . I SECTION A-f 1900 W.Nickerson St.,Suite 201 •1.1--- - lila= ---: . I ' d 4"0 CLEAN OUT Emmmmmmma NOTES Seattle,206-378-0569 98119 I l■=I•�I•��EI . 0• •1 WITH PLUG T i M� li�i! : _ I 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE 1.80'T — 'I)■liMIIIII�� 1( r • ; SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. COST CONSULTANT ' --_ — _R -. 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. ===.=.1 ° --r �— 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18" Construction Focus 1 Emmemm mmemai MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. I 0.90, 1 ■=IIIMI lil•Il•_. ill i M=�==� —II: 0.16'0.13' 740 Almaden St. I..— Eugene,OR 97402 ' • 1-CARTRIDGE CATCHBASIN - SECTION VIEW A I T541-686-2031 I, •4- • •. 1 CONCRETE CHECK DAM LIDA 1-CARTRIDGE CATCHBASIN - TOP VIEW0 . ' The 'M StormFilterStormFilter• me OgccaW•Ar � �� M o7= HANDBOOK N D B O O K C1eanWater Servi ces (.111) Camino PORTLAND DRAWING DRAWING DRAWING NO. 406 04-16 Shaping the Future , I/ CONCRETE CATCHBASIN STORMFILTER . 1,, CONCRETE CATCHBASIN STORMFILTER CINTECH TOP VIEW, DATA AND NOTES 3 C�il►�NTECH PLAN AND SECTION VIEWS i67zoswMACADAM AVE,sTE200,PORTLAND,OR 97219 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL ENGINEERED SOLUTIONS 1..0 1 CARTRIDGE UNIT - STANDARD DETAIL 132 Low Impact DevelopmentApproaches Handbook C>�,W Services, Sices TFL:(503)499-2500 FAX:(503)419-2800 313 113 1 WNNY.C.dR911C).com DATE:10/26/05 I SCALE:NONE I FILE NAME:CBSE1-C-DTL I DRAWN:MJW I CHECKED:ARG DATE:10/26/05 I SCALE:NONE I FILE NAME:CBSF1-C-DTL I DRAWN:MSW I CHECKED:ARG STORMWATER FACILITY BLENDED SOIL FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS ..vir 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. rf • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE ........ CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D114D, OR ASTM D6913. THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, a / #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. ///// SIEVE SIZE PERCENT PASSING / 1 INCH 100# 4 40 -100 # 10 40-100 # 40 15-50 MIMI"_rr. # 100 5-25 • - mr 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. • .- _ • T SHALL HAVE NO VISIBLE FREE WATER. COMPOST 1-CARTRIDGE CATCHBASIN - SECTION VIEW 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.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCAL 2 PROVIDERS. THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL I COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHAL_ MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET PROVIDED BY THE VENDOR. ° f100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. — • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.07 BY 0.94, WEIGHT- - - • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). 33"TO 35" • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM- a • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. -. - • (2.75'TO 2.9') • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. • CARBON/NI rROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. • TRACE METALS TEST RESULT = "PASS." A DATE •° CONSTRUCTION • STORMWATER FACILITY BLENDED SOIL: • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, 0 INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. OUTLET PIPE • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOl BE ALLOWED WHEN IHE ,.OPROF WEA HERN IS ATOOE. WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS I �5•\CC��IN��9,5's+/Oy '' •• PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH y UFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY 7:.28PE r" I COMPACT THE MATERIAL ` 1/SL I • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS4r 1-CARTRIDGE CATCHBASIN - SECTION VIEW POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. e • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION OREe`* ,` MEASURES ARE FUNCTIONAL. • PROTECTION OF THE INSTALLED SOIL -- IN ALL CASES. THE PROTECT INSTALLED MATERIAL FROM FOOT OR '.'1 �. 09. ' \' EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO /'j-11 C `fL KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. WIRES: 12/31/2018 -,„ BLENDED SOIL LIDA Ston."'alter SPECIFICATION FOR StormFilter° HANDBOOK �eanWat�er ! Services TIGARD TUALATIN SCHOOL DISTRICT :::,7-:,2;, ,,,°,,,,74.=i,:= VEGETATED LIDA FACILITIES CONCRETE CATCHBASIN STORMFILTER DRAWING DRAWING NO. 798 06-16 �,1G� TIGARD HIGH C%••`NTECH SECTION VIEWS 2 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL 126 Low Impact DevelopmentApproaches Handbook CteaaW.,�:. Services SCHOOL 213 DATE:10/26/05 I SCALE:NONE I FILE NAME'GBSF1 C-DTL I DRAWN:MJW I CHECKED:ARG MODERN1ZATION 9000 SW DURHAM RD. TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 rIJurisdiction Stamp Area w Cl- 0 0 Z_ 0 D 0o STORM DETAILS 2 C 0 co o CV w co 05 . 14 ,-,,, 0) _._ •4 LOCATE FRAME : bassett! z AND COVER OVER O '. r`, architects LEDGE OF AT F • ' LEAST 12" IN ,� U ' .a WIDTH ' W + •:. .� MANHOLE STEPS SEE .•.• �.� �• 8' MIN. BETwEE1V y STD DRAWING NO. 100 NOTES: JOINT DETAIL -',:• ••:6 .1•-•'.4•••••.:*: KNOCKOUTS - ALL PRE-CAST MANHOLE SECTIONS SHALL ;,- CONFORM TO THE REQUIREMENTS OF ASTM 721 NW 9TH Ave, Suite 350 WILL VARY BY ..,:,t ,a, • 4a- MINIMUM --� ••' C-478 AND APPLICABLE PROVISIONS OF MANUFACTURER ;`,••••','••-• ""-" _, 1, STANDARD DRAWING NO. 010. Portland, Oregon 97209 •�• '�: .• T (206) 340 9500 F (206) 340 9519 • • Vur Y m -�-- 5' MINIMUM-r, �+ -- \\\ ,.....„...‘ "A" STANDARD FRAME AND COVER OR a DETAILMAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE �•: SMOOTH FINISH CHANNEL 70 ENCAPSULATED \ CML ENGINEER& LANDSCAPE TOP OF FIRST STEP IIISTD. DRAWING N0. 110, 120. OR 130 P � •• 3/4 VERTICAL HEIGHT OF PIPE. RUBBER GASKET 2.74" Cardno TO TOP OF CASTING I.D. ,••, ti SET FRAME IN NON-SHRINK 6-MIN. ' j, �•`a • - ``�^�. 6720 SW Macadam Ave.,Suite 200 ` P T- k GROUT :s :,N • r ,.:r Portland,OR 97219 NON-SHRINKING GROUT NOTES: i� �' 1 i ;'• t • ;.1.0 ""r•• 4''" .1ONSTRUCT CHANNEL AND I� '.; T(503}419-2500 sr•`- •.• . +••it RA• - • .4. •• .' rt MIN 12" SHELF IN FIELD PVC • • GRADE RINGS (2',4',OR 6 ) ° : + PIPE *".•1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO % *. '� + t "• CONSTRUCT STRUCTURAL ENGINEER THE REQUIREMENTS OF ASTM C-478. f ',. MAXIMUM 12" SET IN . ♦r f -�•`� NON-SHRINK GROUT :1!;?.. !!r-t f!r r-!s tr-!t•!! :! t! a "!''a a. CHANNEL AND MIN Catena Engineers 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE f s.lY f f.•!!.f t s tY f•f... ,t lv::s! , !fir• 12" SHELF IN FlEI.D g MANHOLE BASE. ,' N.fvff:tflfNYl!#!•Y:!• fi{:�tYt: - 1 ff• :• -�tt*�v•• ft!:�! i 1"/FT 1 . "�' ,� 1111 NE Flanders S#.,Suite 206 SANDED BELL : • • - • Portland,OR 97232 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC 12" MINIMUM OF �'4"-0" FITTING '' • ' T(503)-467-4980 THE REQUIREMENTS OF ASTM C-443. r' • 6' CONE COMPACTED `• • '• COMPACTED BASE MATERIAL . •a • 4 PIPE 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE `�. _• (' -"-ID. , , MECHANICAL ELECTRICAL& WATERTIGHT. `� l• �-' --'(' i ! PLUMBING ENGINEER • MANHOLE SECTION n- = . ' : .•++' (VARIABLE 1'-4') 1 ` • ..< s-• ` •x Glumac 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A .. . 48' MINIMUM -1.145`,....: Z s ° a' - MANHOLE AND CHANNEL DETAIL _-_ - Po `y PVC SANDED BELL -. ``�. 900 SW Fifth Ave. Suite 1600 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ''• W ••• --�"• ,• •4,- - .' • 1' -• 1 Portland,OR 97204 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL D MANHOLE STEPS SEE ". 0 li•: .• 5 MINIMUM !' - T(503)-227-5280 :; STD DRAWING N0. 100�„� ..-5" MINIMUM • _ - ' z i :.M r +•• - =4y • '• 1 • , .•'. • * 6" MIN. 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) • SMOOTH FINISH CHANNEL -•* FOOD SERVICE CONSULTANT MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED • ' A.• •'s sv s ts•i•s s s v v s , ! !'!F . •-s !! ON THE INSIDE FACE OF THE MANHOLE. o `� :.• SEE DETAIL "A" w - . ' TO 3/4 VERTICAL HEIGHT "`�, i!•. s:f`!'r r..! s!s F r f i f'r i�;t !• ! Webb Foodservice Design pD •., U) . OF PIPE. KOR-N-BAND _r:s s:f ! • s s s s'.•s-s • ��! • !g r rr f-• !. .1-,;,,r 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND . . m INTERNAL ''� # t ir'�.,� s r J�a l-' • r •y r,• • ' t'! • !• ..e* 3700 SE Lafayette Ct. i PIPE STAINLESS 1!' ! .^•I!^! iY�i! i! t`! - - f !a_ !:!!ses.'s, 4" MAXIMUM CLEAR OF PIPE WALL s•, .. • r - r r :. _-_ _ 6 MINIMUM OVERLAP. STEEL BAD f.i ._! Portland,OR 97202 • ` •• Y •:' •' - I.D. T(503)-236-8566 9. THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 12" "•.,•,;.?•:,..•,-•:t 1";\ :, r/�' �_A� �,. '/,;r «'c ( i*:•••? , SMOOTH FINISH CHANNEL TO FOR SANITARY CONNECTION AND 48" FOR STORM - ;• t ,.,•t. �• K . • 1 CONNECTION. •* CONSTRUCT 'i + : ;r t, t �4•: ''!• y' ONSTRUCT CHANNEL AND _ Q PE VERTICAL HEIGHT OF ACOUSTIC $c AV CONSULTANT " . ,«:4-•'. - .• � MIN 12 SHELF IN FIELD INTERCEPT _ • • CHANNEL AND MIN ' .. ° r ,. " - • • ' The Greenbusch Group 10• WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND �'� ! 12 SHELF IN FIELD .*' ;+ ::.' ;: ' ''. ,`' `= i• ]� - .-6-:•'.. .,. COVER SHALL BE USED IN ALL EASEMENT AND OFF •" • . • -': .•8 MINIMUM CONCRETE : ;• _ a .: -•. `' ` • • f • '' .• �! ' �•' •' - •1•:.. '12" MINIMUM OF '�"-0" 1900 W.Nickerson St,Suite 201 STREET AREAS. SEE STD DRAWING 130. •. f f s+:f f fzt, :t s•.!. f.-f.f s 1...* t f!-! t1:t s,L#tvYN .- :• .•: ;"" COMPACTED BASE ROCK Seattle,WA 98119 ' •i•t�t,1 is t 1f 1.1r`Jf 1� ,R 1.11.6, r+i+rt, ,•1 1•P�.... ,r, . . FLEXIBLE .- . • T 20&37$-0569 11. ALL JOINTS AND RUBBER GASKETS SHALLCONFORM TO THE .•, i t i-t!s •••f s•r-!!•!!t t-s•s f s.•r t!-f t s-f•t!s fv t'f !-4„ CONNECTOR * �' �" REQUIREMENTS OF ASTM C-443. b PIPE ° •l.=r f !f!s f MYtf'r a_s f t w-f f !_i swe% e f s��f*t*!s s:f s s�i„''r i r•' A:....•_•_.^I t•:• I:t:t_••r"4•f-!I ♦•!t tH!:•�►�s�ri-t-! ♦ f! ,4" RI I.D. �d... 8 -4-4-4!iy 1 •,: ,��.... --= L ; , COST CONSULTANT b . / Construction Focus K ° s 4. t'- 12" OF r-0"; .• ..-`a:;.+_,. �- •r- . •. NOTES: COMPACTED BASE ROCK 740 Almaden St. a -: ' '", - _ - Eugene,OR 97402 NON-SHRINKING GROUT 9 SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF CHANNEL TO ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, KOR-N-SEAL BOOT T541-686-2031 ! •i • •:! !i• •-f-•"* - •i ft f i••r4,Lf ,.!r-f• DRAWING NO. 010. i +_ !.l.' t's: .: st • v4i iii ! f.l.i ii• 3/ VERTICAL 12" MINIMUM OF �4"-0• COMPACTED sss t i;r s iis ts :i is f;s r ! 'i%f.,f s HEIGHT OF 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH -`*"a' ' • ••••• •' cr f�L.''' PIPE MATERIAL OF 3000 PSI AND A SLUMP OF 2" TO 4". . CM) Cardria MANHOLE CONNECTIONS Shaping the Future STANDARD MANHOLE CleanWate� Services MANHOLE BASE MANHOLE Services CleanWa r� Services PORTLAND 6720 SW MACADAM AVE STE200,PORTLAND,OR 97219 DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 TEL:(503)419-2500 FAX(503)419-2600 www.caninacom s' CCe PIPE PROJECTING BEYOND INTERIOR :a-:f1j::: :� r; SURFACE OF MANHOLE Ile '• NON-SHRINKING GROUT I' PRE CAST Y. CONICAL WALL IS NOT ALLOWED ;.r s WITH WATERTIGHT SEAL m `-` HOLES (2) SANITARY r ------N-N h .'` SEE STD DRAWING 030 f`.,rk, ,, t-1/4�. �_ COVER ONLY ____.._ 0 ,•• I 46"STORM8 > Q • 0 1 1/2" PICKHOLE .• 12" MAX. F+: > SANITARY r•'••'E": PIPE TYPE, SIZE, f-c", J MATERIALS: SMOOTH FINISH • .. 0 CONNECTION CHANNEL TO _ �, PER PLAN AS - -- - - 3/4 VERTICAL •.;y PIPE ,? -- t APPROVED PLASTIC: HEIGHT OF PIPE •..-�- . •� 10-3/4" �- 4.: ''r••.: 0,. , I.D. ;,. .'•,•`• 4.--\\, MUST CONFORM WITH ASTM ' ••• . a •.',•• .:: , .1 CONSTRUCT - 12" \\ ---...77 C-478. STEEL REINFORCING ;. •: ,,• •� CHANNEL AND SLIDE BAR MINIMUM 1/2" GRADE 60. ••'A g:: jt• ;'•:••:.':,-,, -.:...�'..'�V••d. SIMULTANEOUSLY MEETING REQUIREMENTS OF :.4•4•f t•-t'O f#' ••;:, .-:-•wip,�.- - 3ASTM A-615 ENCAPSULATED :,f.:��t:a:est��yr.��c�r�r�t::::�e:r{asi ass! i_� 4 i t l 1 1 1 1 f i 1 lY�.Rl R l 00510, vim• '. , --- -- ., WITH INJECTION MOLDED N .;orir .� f. vrtts.isftel�► fs_r• s:r " -,-:.,v :;��-. .l ._ ,�,,; i, COPOLYMER POLYPROPYLENE COVER TOP COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. z Z OPEN INSIDE DROP -' ,,, 24-3`4" 1 W I 1/2' GRADE 60 REINFORCEMENT WITH BEAVER SLIDE 7 - ,- , . . /./mii' r , a W } f 22 1/2" I z p - I-. i''.1d Cc d5 d - ,_INSIDE DROP PIPE TO EXTEND ` •_/\ _-�-- NOTES: 27' m 7'r A '!fes A MINIMUM OF 1' BEYOND • ... •• 1. ALL STEPS SHALL CONFORM TO rh. 2�" }'I1 VI ~ SHELF. -' ►'s . •�-5-3/4"-0- THE REQUIREMENTS OF ASTM rn ',••• C-478. . .. ..-.�, NON-SHRINKING GROUT • 3" ir ;.isrago •• WITH WATERTIGHT SEAL *'' . .r'. 2. MANHOLE STEPS MUST BE AZ,' I, DATE le. SEE STD DRAWING 030 +' I TIGHT AND FIRMLY EMBEDDED. - v / i "'' * '' ••i' ' 3. ALL STEPS WITHIN A MANHOLE• / 3' 13. ,'� * - "'• •` SHALL BE OF THE SAME ; -�1 • " 23 ��ttl PROFs� • •:aa, '4' 48" MAX. FOR •. ' DESIGN, TYPE, AND SIZE. ,'• :i , • 12 (MIXING OF UNMATCHED STEPS '€ "' S GIN O a STORM AND - ,� a; IS NOT PERMITTED). -„� 24-1/2" `(°� �+�,Q 24" MAX. FOR I ` , ,+• a' 7:+2$PE 1 i!!� SANITARY PIPE TYPE. SIZE. s• • • = 31' }" 1/><1,. ADJUSTED OR ADDED 't•' .a+ AND CONNECTION ,� i 4 SHALL BEE EPDXED N HOLESAi(i Pp;R PLAN, AS 1 IIIIIIIIII{ PIPE 1.D. f:..,:: : • PROVED + . THAT ARE FREE OF MOISTURE SECTION VIEW J QREt :4.'3:. ..▪ '• \ :. :"..;%.'-,� PRE CAST MANHOLE FOR 'a -�,a •' •• :' ASTMD DC881). (EPDXY TO MEET NOTES: �/N W +its'`' ~`a 4• -• 1'_ !• •,,..,- LARGE DIAMETER PIPE. SEE 9 //YEW �'� . :.. �;. . : t; .i..._•"!........ Sm. DRAWING NO. 160. 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. EXPIRES:12/31/201$ 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3-3/B" FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. OPEN INSIDE DROP FOR SAFETY STEP 5. 1 1/2" PICKHOLE IN LID FOR UFTING HOOK. LARGE DIAMETER PIPE TIGARD TUALATIN SCHOOL DISTRICT OPEN INSIDE DROP , SUBURBAN AND STANDARD TIGARD HIGH MANHOLE CleanWabe� Services MANHOLE STEP CleanWater Services MANHOLE FRAME AND COVER CleanWateServices REVISED 12-16 DRAWING REVISED 12-16 REVISED 02-17 SCHOOL DRAWING NO. 080 DR W NG NO. 100 DRAWING NO. 110 SANITARY TAR 1 MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 L.J.. Jurisdiction Stamp Area W (.9 Z 0 J D m SANITARY DETAILS a Oin0 ai co w N �- C5.20 As required in Off typical sections71 bassetti Street71 of construction PROPERTY U11UTY 1. AU. STORM AND SANITARY SERVICEra- Street fans architects PIPE UNE OR LATERALS SHALL BE MARKED ON THE p SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: Area L. l-1 T–cut (see SPECIFIED .STORM DRAIN LATERALS 'D' note 1) Surfacing 1r/// a \ \ 'SANITARY SEWER LATERALS "S" A 721 NW 9TH Ave, Suite 350 AND 2. LETTERASMAX SHALLHEIGHT HAVEOF) 4'MAX. WIDTH Topsoil or as ,e Portland, Oregon 97209 11. '�� directed Base Material T(/206 340 9500 F /205}}340 9519 3. LETTER SHALL BE CENTERED ON TOP t l 1 FACE OF CURB. ( SECURE 2X4 IN PLACE AGAINST PLUG w/ CURB STAMP DETAIL �- -a) BACKFlLL TO PREVENT U a t% PLUG BLOWOFF p¢m b W n- © CIVIL ENGINEER& LANDSCAPE Cardno ( O ' 6720 SW Macadam Ave.,Suite 200 _ PROPERTY UNE OR CJ Z ~'` T(503)-419-2500Portland,OR 19 HEIGHT s,� OF HEIGHT: TOTAL UTIUTY EASEMENT K') m -4,-, "C] !r STORM ty 12" 2X4 LENGTH OF 2X4 X 0 OR LOTS ,�_LOTS: AS SHOWN ON ,,,.-''"� w U > c E STRUCTURAL ENGINEER SANITARY MIN t APPROVED SET OF 0 0 SEWER PLANS MARKINGS TO MAIN PLAN 36" FACE STREET 2X4 X o -� Catena Engineers r., CU 0 1111 NE Flanders St.,Suite 206 COLOR CODE SURFACEin 4V4' 'Q 0 Portland,OR 97232 +--{GREEN-SANITARY} C t2 -� co T(503)-467-4980 GROUND (WHITE-STORM) _____Cr; in 0 C C CD 0 v Q N I )C aC:fto 0. MECHANICAL ELECTRICAL & NOTES: MIN CV a - n " PLUMBING ENGINEER 1. FOR NEW CONSTRUCTION ALL SIDE SEWER 36" Li m . tri o'er U cri Glumac AND SIDE STORM PIPEUNE CONNECTIONS GROUND .-� 900 SW Fifth Ave.,Suite 1600 TO S" AND 10' MAINS SHALL BE 1MTH SURFACE MAGNETIC-0- > ¢�- •�o' a M , Portland,OR 97204 FACTORY FABRICATED 'TEE" FITTINGS TAPE :� +., T(503)-227-5280 UNLESS OTHERWISE APPROVED. j,, b Min bedding 166" 2.PIPE MATERIAL SHALL BE ONE OF THE ..1=I I - N below outside of cp —�... FOOD SERVICE CONSULTANT FOLLOWING A PVC ASTM-D3034, ASTM-C900 _ OMNI ~ - pipe bell 3/4" – 0" M!N MIN Webb Foodservice Design B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING 41 3700 SE Lafayette Ct. (STORM ONLY) THE FOLLOWING: I Z crushed aggregate C. A-2000 PVC ASTM 949 MP Portland,OR 97202 C. PVC RIB MEETING ASTM D 1784 FOR SANITARY: "CAUTION SEWER BURIED BELOW.` W ^:* ( ) :.r T(503)-236-8566 E. CPP MEETING AASHTO M252 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW. a }'��, r .11 PLACE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. 1- ; �+� etsf - 11�— 2' Min Trench �i \��\� r \\ ACOUSTIC&AV CONSULTANT 7. 1.--- 4 I \ \/\�,� \\�\�\,,r The Greenbusch Group foundation \ ��\-.'�. %�\ 1900 W.Nickerson St.,Suite 201 _F_.q =�11= stabilization Seattle,WA 98119 cCM'/ T 206-378-0569 PLUG if required4" _,._: . �+ .` =SAF., i Y COST CONSULTANT .- ----''' ._ ._.,_ Construction Focus . ..: ._:.„1,...;"1:-..9:.:f--z:-.:7-1111114. _..�..t NOTE• - „_ 740 Almaden St. �.�� i=•_! MINIMUM SLOPE FOR Eugene,OR 97402 .-: T 541 686-2031 3/4"AL PIPE ZONE 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 'IP-4 Y�!•;rf�' 6" PIPE = 0.010 MATERIAL AS SPECIFIED •!.lz.._..I.l:! nI I 1 4” PIPE = 0.020 ""'`'`•`.4.: 2. JOINTS TO BE TACK AND SANDED. ELEVATION 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. _ Car tint�r SIDE SEWER / SIDE STORM =__ _ CITY OF TIGARD PPPROMED WA NO SCALE Shaping the Future CleanWate Services . OREGON MICHAEL A. STONE, P.E. PORTLAND PIPELINE > .� ..��D �,ENCIPIEER TRENCH DWG. NO. 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 DRAWING NO. 520 REVISED 12-16 1 nic WI°axs UAB ( ) ( I 13126 S.W.NUL BLVD. 80 TEL 503 419-2500 FAx 503 419-2600 --'*94 -..-ATI ,O JANUARY 2013 BACKFILI. G D Vona (503)434-an wwwrardno.00m :--- ---_ PAX (503)684-7297 RovK DATE 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF RUBBER SLEEVE AI-ILK SLEEVE IS PLACED IN HOLE. 1 nm ilu 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 96 BAND WIDTH, CADMIUM PLATED CARBON STEEL. AND ATTACHED WITH HEX HEAD SLOTTED SCREW. r/i/// 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. 1 3 4 2 II0i1111 C lT �i, t * DATE 7;.28P C f NOTES: ORE°! 1. ALL INSERTA—TEE HOLES SHALL BE MACHINE DRILLED AND CORED. �f?�.' as. °iEW C.�ce*N.- 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE DIAMETER (I.D.) OF 10 INCHES OR SMALLER. WIRES:12/31/2018 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. TIGARD TUALATIN SCHOOL DISTRICT I N S E R TA--- TEEnWater Services TIGARD H DRAWING NO. 530 REVISED 12-16 SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD,OR.97224 Film JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 LL Jurisdiction Stamp Area w EL V z CI 5 co SANITARY DETAILS 2 fl 0 Lo oi co w N I— C5.21 cf) u) ... 2 SIDEWALK ADJACENT TO CURB CITY WATER DEPT STANDARDS PLUMBING CODE Iassetti I0 113 THRUST BLOCK CITY APPROVED architects FLANGE COUPLING BREAK FLANGE ADAPTOR 18" SIDEWALK 18" CAST IRON 910 BACKFLOW DEVICE MIN 6" MAX. VALVE BOX TOP RETAINER GLAND F / \ '\' '� :ti 1 � 1_ - - = _ - 721 NW 9TH Ave, Suite 350 :. :._:.....:..':•�. _ __ _ _ 12" MIN !!�fl�f ;�%ori - - - �•.-:.•: .��.-.,•.-:;•- Portland, Oregon 97209 VN'N* ``'�� : * '�� S�a l :�1 .,: fit• ..1 I11.••,I 1.-a ! 1 1..-1 �! l� *s.�s...:__.��:•'•-" :'-�'- ��-� .•�: �'1il.--a' N,1%1F►li'\t_�l�•� T (206) 340 9500 F (206) 340 9519 1 1/2 /4 DRAIN ROCr1��= \ \ ,\� iii arkTAR PAPER (MOISTU" A FLG �,I�~l��ll •�jf��ffr ORMEGEQUAMt -•f r f: 6" DUCTILE IRON PIPE • 6" MK, CONTRACTOR TO SEAL ALL ,;�'�:! •';. . RESTRAIN ALLJOINTS W/ OSHA APPROVED LADDER 24" MIN OPENINGS IN VAULT WITH CIVIL ENGINEER & LANDSCAPE .�, — .,;#:i FIELD LOK" OR EQUAL GASKETS r WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR Cardno \pi+ II r I ► iIIIIIf;� �• EXTENSION BY UTILITY " f TO BACKFILLING 6720 SW Macadam Ave.,Suite 200 �I�- 1p Ili H Portland, OR 97219 ✓�''•L �+:1' 1' N VAULT 7 f*I .L*„" L •J' . . ,�,�„,.•. S� �, T(503)-419-2500 \/*:4#f 6" MEGALUG RETAINER 1� •N 4. PLAN GLAND (EBAA IRON) STRUCTURAL ENGINEER CONCRETE HER 6" GATE VALVE 3" MIN. 6" MAX. Catena Engineers 1111 NE Flanders BLOCK FLG. x M.J. M.J. X 6" FLG. TEE DRAIN TO CURB OR Portland, OR 97232#.,Suite 206 SIDEWALK WITH PLANTER 2.0' — GROUND LINE J , I- DAYLIGHT T(503)-467-4980 STRIP AT CURB Q t i MECHANICAL ELECTRICAL & SIDEWALK f T , 3" MIN CLEARANCE PLUMBING ENGINEER j ON OPENED Glumac r�� f 6" MAX BREAK FLANGE '� OS&Y VALVE 900 SW Fifth Ave.,Suite 1600 MEGA FLG OR EQUAL __ Portland,OR 97204 ••••r - : =- •:' : :, f,/ 1• - - INLINE CHECK VALVE T(503)-227-5280 #'f .;' RETAINER GLAND N \\44700-; ---; .•*-- ' N' �••'� ' : :�r•4- i ; ililr'V; `r'.;'% • _ FOOD SERVICE CONSULTANT ETES. �fy r� �•� � R'� �� r�� •r • '� �� f •� -. X ,, r 'I •A-al.. -+Z.I j 1y I• i e1. :II a .. ..re. a . 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" CONTRACTOR TO INSTALL alliMmII WI 'ii' lm sor- I4s RP i RODENT Webb Foodservice Design MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: CONCRETE BALLAST 3 CU. YD. - " • Z SCREEN 3700 SE Lafayette Ct. A. OIL RESERVOIR MIN. WHERE FLOODING OR 1111- STANDON Portland, OR 97202 „ B. BRONZE ACTUATION NUT HIGH GROUNDWATER EXIST PIPE CTAND" 0 T(503)-236-8566 (TYP.) C. BRONZE -- '-DRAIN TO DAYLIGHT OR D. WEATHER SEAT RINGD CAP INSTALL SUMP PUMP ACOUSTIC & AV CONSULTANT SHICONTACT CITY FOR The Greenbusch Group E. SAFETY SLEEVE COUPLING ELEVATION F. THREADED NOZZLES WITH "0" RINGS PUMP SPECIFICATIONS 1900 W. Nickerson St., Suite 201 G. NATIONAL STANDARD THREADS Seattle,WA 98119 T 206-378-0569 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED DOUBLE CHECK VALVE ASSEMBLY 12" MIN COST CONSULTANT BY DISTRICT FIRE MARSHALL. UTILITY VAULT BILCO DOOR 24" MAX Construction Focus 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. SIZE OR 'EQUAL OR 'EQUAL FLOOR TO BOTTOM 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 740n 3 660–WA J-5AL OR DEVICE Eugene,OROR 977 402 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 4 577–WA J-5AL T541-686-2031 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 6 676–WA J-5AL BY ENGINEER. s 687–WA JO-3AL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, 10 5106–LA JD-3AL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) * CITY ENGINEER APPROVED EQUAL Cardno ON THE 4 1/2" PORT. (..174) APPROVED BY Shaping the Future CITY OF TIGARD NO SCALE APPROVED BY: p g CITY OF TIGARD NO SCALE OREGON LORI ERP.E. FIRE HYDRANT Dom. NO. OREGON THEODORE S. KYLE, P.E. PORTLAND ° ENGINEERING DIVISIONDOUBLE CHECK ■ a, . G DIVISION DWG. NO. 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 1111 PUBLIC WORKS DEPARTMENT pry ENGINEER 1312.5 S,W.HALL BLVD. 5 42 ■ PUBLIC WORKS DEPARTMENT TIGARD,OREGON 97223 AUGUST 2015 ASSEMBLY 13125 S.W.HA�,LLBLVD. 532 TEL:(503)419 2500 FvC(503)419-2600 'I'iGARU VOICE:(503)639 4171 ITGARD,OREGON 47223 JANUARY 201, VALVE ASSEMBLY www.cardno.com FAX (503)6&4-7297 APPROVAL OAIE •i=� VOICE:(503)639-4171 FAX 97 APPROVAL OAS I As required in Off typical sections Street of construction OUTSIDE OF WITHIN Streetplans PAVEMENT PAVEMENT l+W ffM Areajil - /----1 ' T--cut (see Surfacing //V A note 1 ) 1 Topsoil or as i 18" CAST IRON 910 BOX directed Base Material PROVIDE 24" BY -0 4" THICK CONCRETE -:. ::., 1..._ a; = PAD (SEE NOTE 4) V U ; HAND TAMP BACKFILL p Er 0 v AROUND TOP SECTION r 6" MIN. 0 r I `C3 0 -a CQ 1 12 MAX. CO o U C UZIn C 0 ,,,i_ I� cv o 6" ASTM 3034 PVC ..... 4f 0 CD iiiMO JLC OPERATING NUT EXTENSION c 0 N o C c o v c Q 1 iir (SEE DETAIL N0. 505) N j �Q N l P" <y. ;Fitt -a—_ tr) Urc(Cn -—J L- - 6" Min beddingL ! 6„ - _ below outside of �. MIN MIN pipe bell 3/4" — 0 V crushed aggregate - _ A DATE At +` ,' p ,- �R NOTES: WNTY/ e �.\ 2' Min Trench 1) VALVE BOX NOT TO REST ��.OPROFFS foundation \\,,...\-x-\....::;,-. .i�%\\�� ON OPERATING ASSEMBLY. Qac, c.''6' F9'�/p, Stabilization 2) OPERATOR EXTENSION 7:.28PI if required I5 DEEPER THEQUIRED EAN N V3 ET NUTALVE w 24" �I FROM FINISHED GRADE. ,,9DRE� o'` NOTE: 3) AXIS OF OPER.CENTER VALVE BOXNUT.ON -7114E. 9l 4. 09.C:. . ��\� TyEW G.` 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 4) PROVIDE 24" SQUARE BY 4" THICK a(PIREs:12/31/2018 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE 24" 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. BOX OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD TIGARD TUALATIN SCHOOL DISTRICT CITY OF TIGARD , Na SCALE G OF TIGARD A NO SCALE TIGARD HIGH OREGON MICHAEL A. STONE, P.E. OREGON THEODORE S. KYLE, P.E. ■ ENGINEERING DIVISION TRENCH ■ PUBLIC WORKSDOWER DWG NO. ■ TYPICAL GATE D . NO. S H L LNGIl RING DIVISION WV ENGINEER il ■ PUBLIC WORKS DIJ.BLVD. 13125TIGARD,HALL 18 0 S.W FIM.L BLVD. JANUARY 2013 BACK VOI S.W. 3)63 4171 TIGARD VOICE, n �13 ,O N97 2011503 MODE RN I ZAT IN FAX (503)684 7247 APPROVAL OA1E p �5 j ) n APPROVAL DAV 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 I..I_ Jurisdiction Stamp Area W 0- 0 Z Q J 5 aJ WATER DETAILS Et i 0 0 ai co LU N _ 1-_---P v• \ vjr I I - - - T . - F �/2 SW DURHAM RD v -,_,_ - - - - _00 N. �.../ 1D U - - r' !} y op¢gapaup°°p°u°°° °°°° "..t °n p J - A t . k - • p + • ...+ _ .1`� / 1 +� setti I iw. ,.• ,. . : - �E pappppp-f�paapppappp j f 4yQ° °:FTfir. �' \ .r.- _�° - d[g•-�_� i 4-T � ( •� # � i \SCJ - fp } ti J fLl °°p°°°• °°°°na•tl° pppp ••.ppperati p.pl�t;.. W W W W �W. f W W W W • 1\ in 1 .r. _� 11 1Y} (SD.. ., r i, ,y (w) ��irarchitects . rl�� .. r•.• .I :� cam_---- " i' :•."-.. - -- f� = h •i sd "r► - +i ��- r -- -- 1:71 - - - -e. r. I k 10 d II1 - F T -MAW- -- s '' - • • - inn ,, .�,� • �• ll iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii :e____:„..A____„- BUMP_: � 1 4 ��_� .$.► . 721 NW 9TH Ave, Suite 350 I i P rtland, Ore on 972o g 09 cn • _ - - o s°a°.oa, - - :. . - _ _ =2a.o • . % T (206) 340 9500 F (206) 340 9519 cn / \ ' 20.4' , - { EXISTING fai e �,,. 28.0' ' d- -- I �- .• � .s!:, _- 4 . . ; BUILDING rl_ . _ • ILEL:__ r • ., ,fir � - - - - © - - - - _ ,; • �� {AUDITORIUM} r( - yo 20A ;, CIVIL ENGINEER & LANDSCAPE b •i ef,O t►��I .r ),,,,,,,,,,ififi 17`/76 ,,,iiili)i,,,,,'),5,,,,,, ••••:N44.- - .h. . • .-i Cafdno - - - _ _ _ +-,._ • - _ _ _ _ _ s _ -1 • •••••••• r ' 8.0 . . r- I I t2^CONCRETE 6720 SW Macadam Ave.,Suite 200 I ' "••-•••-' / io , /,,, tUr), ,r,,, , r,r„ 'g `,. �.t i �ILL�L/atur. I O• ,.,T4 yy >riWALL ,3 Portland, OR 97219 - 1 °'��°"��'� .: t�0 ,. 3 T{503)419 2500 a 4 { Do • i = . / � . � 1 . \ ' o STRUCTURAL ENGINEER I . 31 GROUND 3T GROUND ■ I1. le GY.°�� - P4: I 0' V LEVEL TO ROOF LEVEL TO ROOF . . , s - BIKE RACK- Catena Engineers pp. "r s- ino: I - E . I} -=� i�#., • ir ,�• 'n �` r a r � J�� I i1111 NE Flanders St.,Suite 206 - rays "°IIIIIII - % , po •: • •'' `.T 40VERED -\ Portland,OR 97232 I `� • _ .. _ W ..♦♦ . ' � T(503)-467-4980 © ° � � - : + � � BIKE RACKS © \ICI\ BUMP l iw �� I pp.' opppoo /� � ® ,"'a':.`� a � (32 SPACES} 4 � � MECHANICAL ELECTRICAL & Q• L° pp• pppppp .01300013 . ."• •1ipa,.. _;I I nnpnnp ►1111►- .-♦ . _ _ • : • _ PLUMBING ENGINEER .� • - pp ppppddO QPQpp - *> } Glumac [ NA °p. - ppppppppppp°p° �1 �. y �\` .♦♦' \ ¢ ,r po. pppdpppppppppp - �� {• pp• - I © - "ppp ppp O°ppp9pp ��III� ` \ �� \ ' 3 l6'NMU 900 SW Fifth Ave. Suite 1600 •", oo , _ Odpapppppppppp . �7( ,- I oa: I' '� '�\�,� II�I11il�Il;. . ♦, \ e... Portland,OR 97204 0. `� .. T(503}227-5280 • FOOD SERVICE CONSULTANT �.�i 11tlhI EI Int \_44 ,_ _e �� % _�po� '� \ 31'GROUND4 \ HIGH SCHOOL .�' fy Webb Foodservice Design " °°°�° LEVEL TO ROOF \ crr. - ' '000s°' \ J I 3700 SE Lafa ette Ct. a \' • -- .. / i acccn \\ Portland,OR 972D2 „ •papas. , v \ II\ 0 -:., • • _. 4 4 4 / \ ilk 060000"' ) --\ 1 T(503)-236$566 \\ •-• (CAFETERIA)--U3 I _ _ ,/1 � V , I ACOUSTIC &AV CONSULTANT I I / _ i' EXISTING \ \ �++�, �- ' 1900 W.Nickerson St. Suite 201 D . . . . . __ _)) -I '- - \ The Greenbusch Grou 26.0' BUILDING \ \ S �,�• 23.T-' 4:! Seattle WA 98119 \ ✓ �� MAIN GYM) \ ' C'. _ '°'_ \ f 5 S- - � - ��./ + ( .• S I T 206-378-0569 • . - �� 21.0' \ . ,- \ J �'pp � © . .\ , \ -\ t-a '` - - - _ \ .:'\ OJ COST CONSULTANT a 3 . ,.-_ as \ + . \ • •a• cConstruction Focus j OD on \ Iti+• .•; � UPPER BUkLDING FACE V Y \ `�\• J �,/%� �s L7 740AlmadenSt.on _ 1 -.•o: , - ` • -:-:•:- - • "-`-' \ �'%�Q3Eugene,OR97402pp ! El_ .1 , • \ 4. � //AZ ' T 541-686-2031 aOD *o - . 200 \ / \ • \ ./� � war r I �� .'- '•`,pa e __ ____ .'. _ . o� •2 ii \ // /> r \ EXISTING -�� ! r jj, 7/----(.1 [�� k r. . . _ . ` I . °°• \0. / i BUILDING �«` �� - .• -. ---•-� -ate••-.� � $ __. . ,' '6� -.-. • I I ..r 4 �°° \ // / .-, .I.-.•. n.V � (III, / = \ \ i • Cc7f![�/7� 1111°\ �� • i / ° -�\� 11 20\.2' 0 Shaping the Future Vit • • �,�� \ i ,p \ r` i L� ,, PORTLAND llOr -,_ , f �,� f / ` ° \ 6720 SW MACADAM AVE STE 200,PORTLAND,OR 97219 • 4� !,► v OF u�wx \ TEL(503)419 2500 FAX(503)419-2600 _ J i `�• �+ �O�O . -/ wtsay.cardno.aom DO pn 0\0) z . . OD / ' 0 11 .61/41- "tatost ,i.f,[ 4 0♦ ,� yi oo - - =v -I 11.13.11K -\3 ♦ I' _ . .'_`_`_- - -i•" Alo, 20.0' V t.:;if'i . • '. o o 4 26.4' ' ® �.: \ \ 18.7 ♦. , . + � \�4.�O ,� i OF �1 \ . ppp' - - - °' 26.0' at 15.0' \'�O40•1111.117105: - O lo ..�-- 130 Ds0 ,,,,,.. 4 ‘ OD * 401‘1 CI \'• . 9. _,� .•. . . . . . _ . . . . "- -�\ • G i EXISTING Fa 1 30.0CI ) * S j} . )) // _ ' \\ / iiia i. '-., ;r + f �.;- ::; - _! .ppp `, . ' ,4 • o BLOCK / p., o GQ _ h „,- TURF FIELD WALL "\� © ' �� \ :p. r S'C\\� G , .. 26.5' �/� i Ss� \ 0. 0\v` !�' UI •.• ` �/� i►� ` \,?»\\- AGF ASPFEALT • , % \ VIL ih 4 ,,„5 x FOOTBALL FIELD \ P.A \S� P `' 4" • co r "V \ SS i `'t • ,_',--' Goo : CONCRETE / EXISTING IP\ �Q. :,.---\0 WALL ` BUILDING • 4\t� • \ - �" ` �.. AUTO SHOP) 'rill. �' v\ �F. �1ij GP 20.0' Ill 1 Igl • jr0 . • \ 7,.;....0 0 tl.) ARTIFICIAL TURF \ �;� 7717 �, BASEBALL FIELD \ G 1 clt)\t C*' 0 \ gin ettt 1 0 \ °.��! ,� 20.0' X ' / SD S v � 15.3' II i5.1' \ ^ +� 1:8:17.1 T "'�' # DATE S .� -�11{11,1'{�'•I�� 151i ` ` .€ - '; �( W 1 w � llll�l Ilil it _ `Q�5 PRV!/S _ 1 * PROPOSED LEGEND FIRE ACCESS NOTES 7 28PE r , -, .iti ,, ‘ I \...‘GI Nee 0„A. =rte fpr•-- -ate �. _ - J • i s� W -DOMESTIC WATER LINE 1 EXISTING FIRE HYDRANT ASSEMBLY T 0...;v '' FW -FIRE WATER LINE 1 - __ • 4.� 1 . �4ORE 2•Q�,\ CD -GATE VALVE l ^ I EXISTING FIRE DEPARTMENT CONNECTION ' o ala l 1'eW c.`�� -FIRE DEPARTMENT CONNECTION 3 PROPOSED FIRE HYDRANT ASSEMBLY.SEE SANITARY&WATER �� m l 4 p° WIRES:12l31Roy8 PLANS AND CITY OF TIGARD DETAIL 542 ON SHEET C5.30. � .�t .add. .. lir -FIRE HYDRANT °m • • Y "�"' 4 PAINT NE 6"WIDE RED STRIPE WITH WHITE LETTERING"NO ° • III p -REDUCER PARKING FIRE LANE"SEE DETAIL 3 ON SHEET C5.00O iTIGARD TUALATIN SCHOOL DISTRICT ><>0.< BUILDINGS>30' 5 INSTALL"NO PARKING"SIGN"TYPE D"TO BE PROVIDED ALONG I o :::-/7 'aTIGARD HIGH EXTENT OF FIRE LANE.SEE DETAIL 2 ON SHEET C5.00o- �- - - ® SCHOOL FIRE ACCESS PROPOSED FIRE DEPARTMENT CONNECTION. SEE SANITARY °°° ° n -... .. _ °°°°° °° ° 6 , AND WATER PLANS AND DETAIL ON SHEET C5.30 AERIAL ACCESS SCALE: 1"=4D' + .- MODERNIZATION PROPOSED FIRE LANE 40' 20' 0 40' KEY MAP 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 I2 Jurisdiction Stamp Area W O. 0 Z J D m FIRE SERVICE AND ACCESS 2 12 p PLAN 6 co I0 N ,....,., C6 . 00 (i) EXISTING LEGEND I I j I + _ -•.. -- - EXISTING BOUNDARY LINE TAX LOT TAX LOT TAX LOT p 1 - " LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LO1 2S111DC I 2S111DC 2S111DC I 1 1- 11DC 2S111DC 2S111DC 2S111DC 1 2S111DD 2S111DD 2S111DD I 2S111DD I 2S111DD 2S111DD I 2S111DC - - EXISTING CENTERLINE #12100 #12000 #14700 r 3004 #14400 #14500Y - EXISTING RIGHT-OF-WAY LINE #14600 #5100 #5200 I #5300 #5400 #5500 I . :F '' N.• m a #5600 #5700 - - - - = w SECTION LINE lir 4 I Ki -.'s Z == w x FENCE LINE _ )51--.. sD - STORM DRAINAGE LINE bassetti J--5; 9 , ,� 9_ _„ r •S5 - SS SANITARY SEWER LINE `I. v w� . r.G oto T \ c i re L ... - b _ �, ��, -_ .. � _ _. architects `�� w - UNDERGROUND WATER LINE �" ,. G C, I i c`nn 95'EXISTING I G G G G G G G G G = co ' G G —RIGHT-OF-WANY _ � ? I E UNDERGROUND ELECTRICAL LINE _ . - pm cc U .-- - - 22'HALF STREET - - cc - /%SW DURHAM RD C p U .- T - UNDERGROUND TELEPHONE LINE c."74 -6'� -6'# b ��—� 8 1 r 6' –�' 721 NW 9TH Ave Suite 350 50'HALF STREET 40' 8 r -- - 40' FO - UNDERGROUND FIBER OPTIC LINE _ RIGHT-OF-WAY ,__ �-� Portland, Oregon 97209 _ R50 CN UNDERGROUND CABLE TV LINE D fL f` s )) .. -• - u oo• oovd b000000000Q000�uI ov000aoo •no T {206) 340 9500 F (206) 340 9519 (/) '� . HU © 0 ', ..1 .., '''k 'fir I ti.,.. t.✓= © ggggg ggggggggvggv • © 1 .� - ..... • 012000 0 5'EX CURB �, , '' , ,'. . �� EXISTING [ } T ggabggogT floe m j G UNDERGROUND NATURAL GAS LINE l/t., w w w - w. , © PLANT - w w w �i • f.- ) ,• `•... ;` �- 11 ="} -- ? : rr ( ) - INDICATES DATA FROM AS BUILT INFORMATION © 19' ER lig - .,: j48SEWALK . >I�1''� • ... - _ . . ..• .- sir ,i` I -• w . . - _ - . - _ • - - - _ . _ . - . . • oHw OVERHEAD WIREENGINEER & LANDSCAPE CIVIL y - _ - BUILDINGCardno TAX LOT NI. 16 � _ � � --- -p - i ` 6 _ ., _ i�iiiiiiiiiiiiiiiiiiiiiiiiiif. . / �,,• • 2PI FACE .. _ R26 —_ — _ 7-- _ _ _ _ 7 77 -- --. -- - — -- — -- -- — -- --- - , -- ---- Macadam Ave. Suite 200 ✓ff �� BUILDING OVERHANG LINE r ,, f � � a fi720 SW 2S114AB --11 I 16 PUE f,,. r / ,. .. ... R28' .$► Portland,OR 972 9 #100 --- - - - - - ° 1 �. f R28 R15 \ 4, • • .. . �. - EXISTING ASPHALT SURFACE T(503)-419-2500 ti I 60'EXISTIN _ T ROW . .t ��' - -- _ – – - 4v= - - - STRUCTURAL ENGINEER RIGHT-OF-WAY ADJUSTMENT 7.., ( •�{ i � r�� - - �� EXISTING CONCRETE SURFACE ;;11 ' i!' li ! •• . . . . . ray _ __ '�� "� Catena Engineers _ _ • •.• Flanders St.,Suite 206 6T PROPOSED III I I .( i 11141'' €r� . ' "�'� .• �% 1 �% �` I' �� 1111 NE I ■ Portland OR 97232 - - : .. ...-. - ` � _ - _ - - EXISTING GRAVEL SURFACE i� RIGHT-OF-WAY ,..:1II► `w,. �O p = l� ��I� 1� (503)-467-4980 I • _ L Etfik _ -r-- - 17i'litliirl,��7ii�lI%,<,ii„i,Ii)i„/„,r,,,,,,,,�,,,,, +i�ii�s�i� I• ;- 11 0 - FOUND MONUMENT > _ _ MECHANICAL ELECTRICAL & ++*+�i+++++.: s PROTECT AT ALL TIMES PLUMBING ENGINEER TAX LOT -- - - d • I 40..t 4•44 ri®�� ,•.? -A - GAS VALVE 2S114AB 1]4' {-16`PUE f / :�+�e:� - . �� '� ” - �' Q , / ......i....14..4.,..0:.;!/ .: ;,� �t`'�>lir - GAS METER 94Du WaFifth Ave., Suite 1600 (3)92ND AVE RIGHT TURN LANE - i '.� GAS WARNING SIGN ....I ? ! m I / • ti Portland, OR 97204 CROSS ttnION " 'a :. - I ---• I '• , - ' •`. : ,'J)`•- / / . w SFJ QS - SANITARY SEWER MANHOLE T(503)-227-5280 • I I _ -/ , —_,,;. , �.- •a I• // ^�, / 4 :n •� o sC _ SANITARY SEWER CLEANOUT II t� O - STORM DRAIN MANHOLE FOOD SERVICE CONSULTANT – – W TAX LOT `, 1 - ` ` 'r , =: :• , .q u e��` ® CATCH BASIN Webb Foodservice SE e Design ,,� # ! ■ i ® - CATCH BASIN - TRAPPED TYPE 2S114ABak •¢ :a.. . 4. ■ i Portland, OR 97202 #400 - p - 1 o o a o°_ r w� ;: C.,!„:„:\---:\<.,-..--„\,..114\,-:::\,!:,.\\!", _ a ® AREA DRAIN on T(503)-236-8566 - 4 aaoa000vgoo°g - - - �� •.' U ROOF DRAIN Z I I� .- _ 00 vvagaaov ovovo - - • ` \ \ �5 / - TAX LOT 2S114AB #900 I -_ :,�; °° uguouuuuu:::: �, \ - CONSULTANT ENA p \ � FIRE HYDRANT ACOUSTIC & AV . avav000a000 000ao ` �, �r : . . : • °`! �' i..'4.1s1III)V \ ZS - FIRE DEPARTMENT CONNECTION The Greenbusch Group T.-, I r - •"• - • •• t� f�l,J, 0 11, : \ W - UNDERGROUND WATER VAULT 1900 W.Nickerson St.,Suite 201 - WATER VALVE - 1'I'LANDSCAPE © ■ tr.ar t. , '. �:��-,•-.•-- •,/�e1� _ � r� .� \ \\ TIGARD \\ ® Seattle,WA 98119T � �. . . . do,�li� ° \ HIGH SCHOOL / �` E - WATER METER BOX 206 378-0569 2S114ABT3LOT � I : _ - -�1 i . . S i �g" \\ \\ .\ \ 1 - WATER SPIGOT COST CONSULTANT \ / - GROUND NTDOLIGHT CONTROL BOX #1000 I I I :- •. r� © I - \ \, \ Construction Focus ' �% �' y'r". \ \ 740 Almaden St. .1 6 i �J I I_ '' St#' \ \ - ACORNOGLOBE LIGHTGLE T 541-686-2031 X LIGHT (SINGLE) Eugene,OR 97402 \ \ - STREET LIGHT (COBRA ARM) 3 I EXfSTING \ \ I 10 i I :_i. �� ,\'' - BUILDING \ �� \ - STREET LIGHT JUNCTION BOX - © {MAW GYM) \ t \ - ELECTRIC METER i . ¶rn. 12 --- i Y"+ ` \\ �: °�;� \\ �E - ELECTRICAL VAULT Ca. �Q r' ,® I \ � \ - ELECTRIC JUNCTION BOX Shaping the Future ::. TAX LOT --- - 310' © • • \ \ < N\ \ D - TRANSFORMER PORTLAND "`• l� - ELECTRICAL RISER #1100 1." 1 1 " I iii, .:,41644: �/2S114AB < / - \\ \ 672[7 S W MACADAM AVE,5TE 200,PORTLAND,OR 97219 �' _ �� \ 1�. ' �:� \ - ELECTRICAL CABINET TEL:{503)413 2500 FAX (5D3}499 2600 � / \ V:-'-`•' ..-'. _, fi\VN \ -0- UTILITY POLE wrvw.rardno.00m \ GUY WIRE // \\ 1�' \ EXISTING 1 m \ -- i ••_ _ 80.., � BUILDING T - TELEPHONE VAULT — — IIf ..1�•..• 4! Il '... - • \\ / i • • i ® TELEPHONE RISER 11r \� (4)92ND AVE PARKING 1 `I ° Y � / I' O TELEPHONE MANHOLE CRUSH SECTION " gir ,, / -_ � - - TELEPHONE WARNING SIGN x 16 16 Y.- I _ i � \\ / F - FIBER OPTIC VAULT TAX LOT TAX LOT )1 . . \� , 1�• ,/�• ►,► _ C CABLE TELEVISION VAULT 2S114AB 2S114AB �: . -- . . - ` •� -,� '� �' mCABLE TELEVISION RISER #10200 #10100 - °.• / . ' . - - - -� G� - TRAFFIC SIGNAL POLE . • V, ,_..4 a � ��!•\0�� TRAFFIC SIGNAL POLE AND STREET LIGHT EXISTING I a!!!!!l�� _ I. P.- - - ' 6- 60' - PEDESTRIAN SIGNAL POLE RIGHT-OF-WAY G : ' . ° ° 3 Sle!!�l�l�0� .� �, SIGNAL• o - UNKNOWN CLEANOUT STP TP - STAND PIPE - __ ,- . __ 1!�!�!e +" UNKNOWN MANHOLE /3I0 - UNKNOWN RISER • a y - • - " - - • � - N • UNKNOWN UTILITY VAULT m UNKNOWN JUNCTION BOX � i' 3' ��ti � - : -=- _ . �r:'' .". .' .• . 1 :L$.• 4„` Ni - HVAC UNIT Os � _ - - - - - _ - - \� � , - HANDICAPPED PARKING SPACE — SW s0' I - • - - - - - - - - - - - - - - _ . .: �I �':• ,�' 6 '� - - •. �� "-'� FP BOLLARD " �. 0. -y- o P FLAG PO E 3' D O ; +� ATE POST .I:r 11 I c `' co BLOCK \ ® " �� MAILBOX 1 ... .` '■ 4 y .- . 7 TURF FIELD WALL -\O �A\ \ likk1/4 �iZ -/ - SIGN POST a I °g _ i iti, . ` \ �‘11.. , \ / ri - DOUBLE POST SIGN �. . . . . .,3 ff..;L.'. ._,.417 •'''. + ..7,1/44.,111k �� I 1 - BENCH I I ,.' . .. FOOTBALL FIELD _ I S . . Y , CONIFEROUS TREE I + / 11 CO ;4 �,'OIItIK1NG `�- • • i \ A R5'- I FbUrai'AaN = ':• ° \ 0 - DECIDUOUS TREE rami. r�� I rev .".T �� - . `�r' . . - - • moi, I f r•vIQ7lAi� - :-;87'44'':14*‘1:1541kit...5:3\'\";es' a .0. PROPOSED LEGEND CONSTRUCTION NOTES -- -— -RIGHT-OF-WAY ADJUSTMENT ! -' �aVaE1=) " r # DATE 1 CONSTRUCT 6"STANDARD EXPOSURE CURB PER DETAIL ON SHEET C5.0 . --• '-- - — -PUBLIC UTILITY EASEMENT PUE -�- -•- ( ) 9 INSTALL 12"HDPE STORM LINE. PIPE BEDDING AND BACKFILL PER DETAIL 180 1 , , ° - _ ,, , -i, ",. STRIPING 2 CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRIVEWAY PER ON SHEET C5.11. III s. DETAIL ON SHEET C5.0 � I -'' Ta-T'-`1 ,I a -CURB LINE 10 INSTALL CG-30 CATCH BASIN.SEE CWS DETAIL-ON SHEET C5.0_. I Ir lififi 1 I ° QED PROFfs 3 CONSTRUCT CONCRETE PAVEMENT SIDEWALK PER DETAIL -ON SHEET a 4: 1 • '�� S AC PAVEMENT SURFACE C5.0_. 11 I, •.` ' -- I g � ��C,1 Nee u42,,.. CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON 1 '9 K ..-( _HEAVY ASPHALT PAVEMENT SURFACE SHEET C5.10. °SCAL-T*: I I \ ° " =_ -— J 4 CONSTRUCT NEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NO.X le'` --4'. .` v �'�� ON SHEET X.SEE SHEET X FOR DETAILED RAMP GRADING. 12 INSTALL STRAIGHT AHEAD ARROW PER DETAIL-ON SHEET C5.0_. ' r • 1111�, •� -CONCRETE PAVEMENT 40' 20' 0 40' �I IN ` © INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE.SEE DETAIL 13 INSTALL BIKE LANE SYMBOL PER DETAIL—ON SHEET C5.0_. A i 4!:404f7;:i2:8171E: '�jj � �� LANDSCAPE AREA NO.X ON SHEET X. ' o _ -----1------ \''''.1'.. NEW C fig00000 I . o 14 INSTALL LEFT TURN ARROW PER DETAIL-ON SHEET C5.0_. ��° 0000000, -STORMWATER FACILITY 1 'S, 1 vvoaovo 6 PAINT PEDESTRIAN CROSSWALK 12"WIDE STRIPES 48"O.C.APPLY A I , °® ° o ° EXPIRES:12•/31/2018 �j�//`jj/� MINIMUM OF TWO PAINT COATS. 15 INSTALL RIGHT TURN ARROW PER DETAIL_ON SHEET C5.D_. IJ 4 *”•fiw•1 °� m siiiii'"' an nim I l../.l1J -ADA ACCESS AREA i -HANDICAPPED PARKING SPACE 7 INSTALL 48"STANDARD STORM MANHOLE AT POINT OF CONNECTION IN 92ND AVE. KNOCK OUT TOP HALF OF EXISTING PIPE ONCE MANHOLE IS IN PLACE. 16 INSTALL WHITE LANE STRIPE PER DETAIL_ON SHEET C5.0_. 9 *r TIGARD TUALATIN SCHOOL DISTRICT " =__ • ■ ■ -PROPOSED PEDESTRIAN CROSSING SEE CWS DETAILS 020,030, 100,AND 120 ON SHEET C5.10 AND DETAIL 3 ON I' TIGARD HIGH SHEET C5.11. I °v ° ° ° pie° 8 CONSTRUCT STREET SIDE STORMWATER PLANTER WITH 2"FREEBOARD, 18° 0 ° `` - - °a°a° °°-°- ... °° I SCHOOL STORAGE DEPTH,AND 18"GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH GEOTEXTILE FABRIC AND 4"PERFORATED DRAIN PIPE.SEE CWS DETAILS 401,402,405,407,AND 795.1 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET of IV1 O D E R N I ZAT I O N C5.14.BASE WIDTH AND BASE AREA PER PLAN. KEY MAP 0 9000 SW DURHAM RD. SCALE: 1"=400' TIGARD, OR.97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 EtJurisdiction Stamp Area ^W 0 0 Z 0 D m PUBLIC Et IMPROVEMENTS 0 to PLAN coE. CV w M 07 . 00 Cn EXISTING PROPOSED ROW c ROW PUBLIC UTILITY EASEMENT (PUE) 8.0' 0.5' 6.0' 0.5' CURB � 0.5' EXISTING CURB SIDEWALK 1..LANDSCAPE ASPHALT 19.0' LANDSCAPE AREA (ULTIMATE LOCATION) AREA PARKING LOT� � I �-� bassetti/ architects „„„„„„„„„„„„,.,.,„:„.:.„„,„,...„z.„.,„--,�, ::::,�-��,,„�..,.;., ::.- IL.•:-.:s1.•:-- i � _ TI,-� � - - r ,XfbN.u'.N2"r w.M'ili�irr - - - - - .., .-.. ,.._:,... �I' i r rrr O'rrrrir• �� • -:�' .. ,:;.,;::,,:;.7..:„.::.,!,i 1 I- I II IIII I III �� . . E } ��. 1 ,.. >. ,r".• S•-`•+`.+i. *wry..--� e.'��,��p•.r...r�.• .•.... -4„. .- �- r .,. + �l,i:+7i: 1�'sr . y _�._ rt.,. �♦ Y 'rt 'Y '. .. '. ', .. y.•Y.•....o.,"...'' .Y..Y..rt.• .. �. �. . .. + +Y �.' Ave, Suite 350 - i.-rY-r.�f.-i_:ir-:;*-. � s.�:/ � ....-e_..r.- .ir ii4./Y is as•:wwac�.�.iY_.i•sT•.�r.;-r- -�~s-�Yis�.=-:�_ '. �� I� Mr 721 NW 9TH Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 y 5'9 - tom-5.7'-� EXISTING LANDSCAPE 14.5' TO EXISTING ROW 8.0' 5.0' 11.1' EXISTING TRAVEL LANE 11.6' LEFT TURN LANE 11.5' EXISTING TRAVEL LANE 4.8' I 6.7' 4.9' 6.2' 9.2' EXISTING SIDEWALK EXISTING EXISTING EXISTING EXISTING EXISTING TO EXISTING CIVIL ENGINEER & LANDSCAPE 0.5' SHOULDER SHOULDER LANDSCAPE SIDEWALK ASPHALT PATH ROW Cardno EXISTING- 0.5' 0.5' 6720 SW Macadam Ave., Suite 200 CURB EXISTING- -EXISTING Portland,OR 97219 CURB CURB T(503)-419-2500 � 45.0' EXISTING HALF STREET ROW I 50.0' EXISTING HALF STREET ROW (1) PROPOSED SW DURHAM ROAD STREET SECTION Catena Engine ENGINEER Catena Eeers HIGH SCHOOL ANGLED PARKING NOT TO SCALE 1111 NE Portland, OR Flanders St., Suite 206 T(503)-467-4980 MECHANICAL ELECTRICAL & EXISTING PROPOSED PLUMBING ENGINEER ROW ROW PUBLIC UTILITY Glumac EASEMENT(PUE) 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 8.0' 0.5'9.0' 0.5' CURB T(503)-227-5280 SIDE19.0' LANDSCAPE AREA (ULTIMATE 1LOCATION ALK LANDSCAPE ASPHALT AREA PARKING LOT FOOD SERVICE CONSULTANT F----.01Webb Foodservice Design 3700 SE Lafayette Ct. Portland,OR 97202 T(503)-236-8566 rrrrr:.%.%,- f,.;... :r� :. �.o.r�:,: .,, ... - . a I 1 ACOUSTIC & AV CONSULTANT ..•--..,r.. I III III ,�, I I r--J ' .. irr ;:_•�j�rT•�iY r.. .•+•- • ,.�-�.�Z.�. Z�.�I��:..-_-s,... '♦•�i.�-.r�:r ..:.r�..Z �- r •r• r p rte, �'!•ffer Y.rY;i`T..,T-; ' The GreenbuschGroup 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 T 206-378-0569 6.2' i - EXISTING PARKING - 3.----a - • I ■ ^ * _ _ - F� - ---.K� - �� - COST CONSULTANT 14.5' TO EXISTING ROW 8.0' 5.0' 11.1' EXISTING TRAVEL LANE 12.1' LEFT TURN LANE 10.8' EXISTING TRAVEL LANE 5.0' 6.7' ' 4.9' 6.2' 9.2' Construction Focus EXISTING SIDEWALK EXISTING EXISTING EXISTING EXISTING EXISTING TO EXISTING 0.5' SHOULDER SHOULDER LANDSCAPE SIDEWALK ASPHALT PATH ROW 740 Almaden St. EXISTING- 0.5' 0.5' Eugene,OR 97402 CURB EXISTING CURB -EXISTING CURB T 541-686-2031 x---aF 45.0' EXISTING HALF STREET ROW 50.0' EXISTING HALF STREET ROW (2) PROPOSED DURHAM ROAD STREET SECTION Cardno LARGE LANDSCAPE BUFFER NOT TO SCALE Shaping the Future PORTLAND I 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 TEL:(503)419-2500 FAX(503)419-2600 nsw.cardno.00m PROPOSED EXISTING EXISTING PROPOSED PUBLIC UTILITY ROW 'C ROW ROW EASEMENT(PUE) 37.0' PROPOSED ROW IMPROVEMENTS F 7.0' ROW ADJUSTMENT ' F 0.5' CURB 0.5' CURB 0 5' 6.0' ASPHALT LANDSCAPE F� PARKING LOT 6.0' 12.0'TRAVEL LANE 12.0' RIGHT TURN LANE 6.0' BIKE LANE SIDEWALK ] rr;.' .r •Y:.••:.rY�.iY.�Y ..Y.. Y - �..�sr r*.r �.J -r :r • -.:r -.. • -,--,- '•� �. .••.' .E4 r4. �s ? !4 :1 d�l4�- ie • �r�4-174O'� 2/=/,:v_n..-. �•�� +,�.i�.ir_�' �' �' �' ~ter+' -.. •�' �� +' � � ��• �_ • r_' erY- - �.._ trT rY+�Y�.-�,•_ -•�-. ._.�� .__.I_•_I_i=.b.ri_�-1=�=�,rr:c 1 l 1 ~� 6.5' 5.0' 6.0' SHOULDER12.0' EXISTING TRAVEL LANE 12.0' EXISTING TRAVEL LANE 6.0' BIKE LANE 14.4' RIGHT TURN LANE 8.3' PARKING 9.0' J TO EXISTING EXISTING EXISTING L 0.5' ROW SIDEWALK 0.5' ' -EXISTING CURB CURB SIDEWALK CURB 30' EXISTING HALF STREET ROW 30.0' EXISTING HALF STREET ROW (3) PROPOSED SW 92ND AVE STREET SECTION RIGHT TURN LANE NOT TO SCALE PROPOSED EXISTING EXISTING PUBLIC UTILITY ROW q. ROW EASEMENT(PUE) EXISTING FENCE At DATE 30.0' PROPOSED ROW IMPROVEMENTS F 0.5' CURB 0.5' CURB 0.5' 10.5' 5.0 5.0 LANDSCAPE ASPHALT PARKING LOT 12.0' TRAVEL LANE 6.0' BIKE LANE LANDSCAPE SIDEWALK ' ��Ep � - - _ _ ,. �C��' cc- l? 4229 7 28PE 41( s / f " ;15. ORE w.rai„. it , ni. �/ �i � � wR�< =�� °v- . I '�� ..1„ 1 ._ Y-•Y- Yiu';�Ts': :aY.rT-rrr. r _r_ - �� il : ;W.'W. . -�r . _ ez r. -�_�_ a.r•,. yEW C. WIRES:12/31/2018 6.5' 5.0' 18.0' EXISTING TRAVEL LANE 12.3 EXISTING TRAVEL LANE 6.1 BIKE LANE 22.2' PARKING LANE 0 5, 9.6 EXISTING TO EXISTING EXISTING 0.5' EXISTING- EXISTING TENNIS COURTSO TIGARD TUALATIN SCHOOL DISTRICT ROW SIDEWALK EXISTING CURB SIDEWALK CURB TIGARD HIGH 30.0' EXISTING HALF STREET ROW 30.0' EXISTING HALF STREET ROW SCALE 1"=5' SCHXJL (4) PROPOSED SW 92ND AVE STREET SECTION I- 5' 2.5' 0 5' MODERNIZATION LANDSCAPE BUFFER NOT TO SCALE 9000 SW DURHAM RD. TIGARD,OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 CKJurisdiction Stamp Area W 0 V z ❑ m PUBLIC IMPROVEMENTS cKco O STREET SECTIONS Lo C1i co 0 LIJ CV 1.0 C7 . 01 J MO dm. ONL ill/ 7:r. 12 •4Fi'-' J 1 ml,,MEM L J . 1.1 . mW i , ,, , . i ,a asse 41 40 3 4' 5 6 9 9 ..-..••• 195 196 / 215 "'re-." : architects 7 8 200 201 202 204 206 208 210 212 213 44 43 42 SW DURHAM Rona _ L • f 1 / / `1 _ P` 1 :-�.` furTh\c.nr - { L11 J5 r (. L' - t / ,Jr, ' ' t 1( t �1 t V Z "t r Kr �I i rte 1, - _ 1 +� �.. f _ 191 192 [ J 1 -I I '�' __ __ 4."� ° �� r7 u o i� __ 1 214 x • T 'Th / __ _ I t �` .m.4.. __ __ �— — — __ __ X--- —. . . RF 4i, = I ��r -�4 -�-� �-�- �� : y -� �� 193 194 197 b 11 - x 721 NW 9TH Ave, Suite 350 c _ — — 205 207 209 _ 2 • a a / _ 1 . - - \r6:--e---1 9 199 203 x Portland, Oregon 97209 • 1 m / 2 5" BASSWOOD f ' ;, / R.O.W. LINE -- T (206) 340 9500 F (206) 340 9519 / ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1 * -. `' .-+ / ,e. 1 39 10 x '` I l l ;! 243 I v 1 i'. I I �'ti, % ''f�`� • , �,,, i X ' 216 CIVIL ENGINEER & LANDSCAPE I * 4 no number I r4! ' 1 11 ,` 270 1- i Cardno eo :�out�� 37 38 " 16 15 � �12 I � I s:., 6720 SW Macadam Ave., Suite 200 A F- rILI - •,' ,;w;� .4 . y (It, , 2fi$ I11 , e . ` I Portland, OR 97219 1 °� LI, I3 rr 32 ,#4 ;e`; t�' � 1 :,� 14>' 13 l l r:I 0 217 T(503)- 19 2500 :; ,,M� E 35 \_ i • •■242 I I 8 34 o aN 17 -• ; •'', i . - I�r.. I1 ll�� s �.�4, �, - ® I • +,�.•�� STRUCTURAL ENGINEER } Illi 0 �� .:*46.��0.�! 19 `:•• T - �� r. FFdd I 0 218 Catena Engineers ' , �� — - ' 18 y� '� . 'f` ' •� 1111 NE Flanders St., Suite 206 • 4��J.. I - � .� �• , ;�� . �t � �`t� 22 21 20 � _ �� \‘•,,--(-,:::,....6L1P,i.• ` � � i -I�r 241 T(503)-467-480 Portland OR 32 _ _.__. _ l .. v ��' 25 �1 267 ■ •• 1iii,� r- 23 liH —� �� 31 ��, �., ,�,� I MECHANICAL ELECTRICAL & 30: �� *� ?; 26 24 ; / . 240 NATURAL TURF ATHLETIC FIELD I O 219 PLUMBING ENGINEER l'' tr - 27 ( * GlumaC r 281 0) x 900 SW Fifth Ave., Suite 1600 I • I I l I . 29 \ :'�\� ;� 266 • • Portland, OR 97204 y 4 9� \ '! / #� 239 1 �0 T(503)-227-5280 - I /1j • ,. TIGARD HIGH SCHOOL ) i - I �a � \\ r FOOD SERVICE CONSULTANT R.O.W. LINE fir . \ v -� Webb Foodservice Design \ TIGARD HIGH SCHOOL ' — . ---�' ........... X 238 221 y 3700 SE Lafayette Ct. 1'' - [ I I 1 ( I Lill I f `, •.'; \ ` /' 7 I X Portland, OR 97202 I.., �.. I •: '.. 1•,. . :r:z \ '� I T(503)-236-8566 1 : ' \ i \ "t. "\W lift-------- o ❑ a.�„ / ��•/ �►:� 237 0 222 - \ o jl I ` " COST CONSULTANT - --r �, • I, 4 \ ...-- �. _• ,,-1 lOt l ,. Construction Focus .. . `, / L , , r• E 223 740 Almaden St. - - # x 236 I -. Eugene, OR 97402 I ��,, \% \ �� \ T 541-686-2031 _ ,i O On \ 0STAND#1 _ - 235-THIS TREE WAS DEAD AND HAS BEEN REMOVED. ' 224 O S 265 244 263 _ (SEE ARBORIST REPORT) • �. I I ". :1Iso �-.:. ,../ 1s8 ► • 0 % ii 1 x '189 :,•``:1 I if:Mr\'‘ 183 ;� o� I _ _ '., ►,.� 187 • s� 4 264 .ti � 1 f —�— - 184 „� ./r ;b._ , p 0 I y ._ ,� �. OM o Cardno _ pP / 1 182 , \ I �. „— ; W - I �_�� 4 234 233 232 231 230 229 228 227 226 225 Shaping the Future ....„.1 - • I r� 1 244 :: o , � --� ' PORTLAND • N ,,•••f PROPERTY LINE ©¢ `/ f` �•_ 186 1 I fi720SWMAG4DAMAVE S7E200,PORTLAND,OR 97219 / © �-� L`} - 185 �� ► i �� , j i I TEL:{503)419-2500 FAX:(503)419-2000 . • x ........,....�rrl.� ...../, 173 www.cardno.com 4.11 1 45 \ #�77 - ■ ■ `• :, , O \ , 172 SCALE: 1 IpQ A /' ` est0 46 - °° aG ! F :•I i 1 1 • • ..r �O , e�"°� 60 3D 0 60 em 1 '�! 181°°4°� * AO 175 174 176 Q p 1 I1hIlliis\ ��0�5 O . i178 . ' • 1 1 48 ARTIFICIAL TURF „ ��NGG�� j 179 f� 1 IJ ATHLETIC FIELD BASEBALL •� e �� 180 1 it 4. , , % 1 I. l w .1 f4k- 1 ti I , i Irl sr, V MATCHLINE-SEE SHEET L1 .01 V TREE LEGEND 0 3E-- 2017 SURVEY TREES .0 PREVIOUS SURVEYED TREES Q .- 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 0 4. - XTREES TO BE REMOVED(49) " .7. .. ... ... ,■--7 ,r_7_. ... . ... - - - - - - _ / , DATE —o— TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, _ _ SHEET L1.01 ,llIIHIHIIIH 1445-' : ‘,.::)* --:171%:- - it: . :.i.' - - 1 ' WH+H»� .r - CCC( %. 1 IEC}Ill �"'" 4,, GENERAL NOTES: �;`i �1G%STEN" 1. EXISTING CHAINLINK FENCE TO REMAIN I ,- ��. N . _� - _ _ 1A759 AND PROVIDE TREE PROTECTION FOR �\ ,, ' �''�/ . TREES ON ADJACENT PROPERTY. 1 I � ,$ 111. .v.. , I ECKY . STRICKLER * � _ - - lai I .4t. - - - - - - - y 2. TREE REPLACEMENT FOR TREES �c ,i iOREGON <C,REMOVED WILL FOLLOW THE STANDARDS .�, � 11/18/11 SET FORTH IN THE CITY OF TIGARD URBAN I '/* `�'E Age' FORESTRY MANUAL (2013). _ %I i / L EXPIRES 11/30/18 ll 3. ALL TREES TO BE REMOVED ARE VV LOCATED IN AREAS OF PROPOSED I 1 TIGARD TUALATIN SD DEVELOPMENT. SEE SHEET L2.00 PLANTING PLAN FOR EXAMPLE OF II ` �� TIGARD PROPOSED DEVELOPMENT. 1 --1==,1,;9 - - - - HIGH SCHOOL KEY MAP 0 SCALE: 1"=400' 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 ID Jurisdiction Stamp Area w 0 0 Z 0J D co TREE PRESERVATION & c7") REMOVAL PLAN 66 0 �' NORTH w 1— L1 . 00 N A MATCHLINE-SEE SH. . . _EET X11 L1 .00 A A MATCHLINE-SEE SHEET L1 .00 A 7, � I . �� 7.118 ( , TREE PROTECTION NOTES: I I f �' (" �4,G� '\ 1) NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT CONSENT bassetti / 3 119 a 117 FROM THE PROJECT ARBORIST AND THE CITY ARBORIST. r 2) TIMELINE FOR CLEARING, GRADING , AND INSTALLATION OF TREE PROTECTION MEASURES: WORK WILL BEGIN architects ,� 9ii 1• ARTIFICIAL TURF �� 122 —UNDER 2 " ,, I ' I ATHLETIC FIELD BASEBALL 0 121 0 116 171 WITHIN THREE (3) WEEKS OF PFT PERMIT INSURANCE BY THE CITY, TREE PROTECTION WILL BE INSTALLED ',Q f•' ': 0 (i 170 PRIOR TO ANY GROUND DISTURBANCE WORK, CLEARING AND GRADING WILL FOLLOW. I I 120 123 3) PLACING MATERIALS NEAR TREES - NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF 721 NW 9TH Ave, Suite 350 \ 0115 I i 169 ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO , PARKING EQUIPMENT, PLACING Portland, Oregon 97209 124 l o 1 168 SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSIT, DUMPING CONCRETE WASHOUT AND LOCATING T (206) 340 9500 F (206) 340 9519 I I / a I BURN HOLES. I I 125 • x I-I * Q/. TI ° 1 4) ATTACHMENTS TO TREE DURING CONSTRUCTION - NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE LL '., 134 • 126 • 0 DESIGNATED FOR PRESERVATION. �, U • CIVIL ENGINEER & LANDSCAPE ,� I 135 • . • -' 5) PROTECTIVE BARRIER. PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: Cardno 137 131 i 6720 SW Macadam Ave., Suite 200 50 132 130 129 „ft �— TRACK & I A) SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE OF Portland,OR 97219 -1 • �_ 153 �\200 \ 114 ARTIFICIAL TURF •� . 167 THE CRITICAL ROOT ZONE (CRZ), AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL T(503)-419-2500 51 ,• ``�.' , � 0 --J 128 `� ATHLETIC FIELD O PROTECTED TREES OR GROUPS OF TREES AS SHOWN- FENCES SHALL BE CONSTRUCTED OF 5 FEET 1 52 152 �# 136 133 9 127 .. ( 166 TALL METAL, SECURED TO EIGHT FOOT TALL METAL POSTS. POSTS SHALL NOT BE PLACED FURTHER STRUCTURAL ENGINEER �` •� '\ 113 O THAN 8 FEET O.C. APART. Catena Engineers —� 1 1.8 a.t X39 138 ' L` O ( " 165 1111 NE Flanders St., Suite 206• #+ � ` 141 140 III_ �l v� B) MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6) INCHES, OR WITH Portland, OR 97232 `-- 142 T1 PLYWOOD OR SIMILAR MATERIAL, OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS T(503}467 4980 151 150 149 147 146 145 144 143 0 I FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. 1 t- "_ ' 112 164 MECHANICAL ELECTRICAL & I I I I C) SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING / ACTIVITIES WITHIN THE TREE PROTECTION ZONE. PLUMBING ENGINEER ! x I ( 163 Glumac *111 900 SW Fifth Ave., Suite 1600 LU I ( p 162 D) MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) FEET DEEP TRENCH, AT Portland, OR 97204 D I Li] I I THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE T(503)-227-5280 1 161 RETAINED. Q 110 FOOD SERVICE CONSULTANT 160 E) MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO ❑ 53 �— AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. MAY BE REQUIRED TO MAINTAIN TREES Webb Foodservice Design I z I a - . '. 159 THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. 3700 SE Lafayette Ct. PPortland, OR 97202 a 109 - X � :t X --- T(503)-236-8566 I Cr)NI I -V,- A F) SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE LANDSCAPE ARCHITECT AND I - I 15$ CITY ARBORIST AUTHORIZES THEIR REMOVAL. COST CONSULTANT cn G) SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE Construction Focus J 740 Almaden St. I ,/ i • 157 REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE n / PLANT MATERIALS WITH WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND Eugene, OR 97402 I. I I NATURAL TURF ATHLETIC FIELD C / 156 DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. T541-686-2031 108 / • 155 6) THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE � 107 PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF iii 54 \\N.,N154 OF THE AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOILS (NO CLAY)TO THE MINIMUM DEPTH NECESSARY TO 106 �=�rP CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION 0 / —1 - x DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL. CI, Car-dno . x R.O.W. LINE 105 0 0 93 7) IF THE GRADE ADJACENT TO THE PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO Shaping the Future / THE 0 94 ROOTS EE PROTECTION ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE PORTLAND 0� 55 104 SOFTBALL O 95 92 672DSWMACADAM AVE,STE 200,PORTLAND,OR 97219 TEL(503)419-2500 FAX..(503)419-2600 I I 00 8) AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE wwwcarrino.aom I 1 56 103 O 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 MM 0 5T 0 102 0 Or. ATHLETIC FIELD AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. x 97 z \ 9) TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE I PROPERTY LINE PROTECTION ZONE OF TREES TO BE PRESERVED. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE I I o 58 0101 8 TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT „: = TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. r -:.-..:'.,..' fI_ 10) DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES I I \-T 59 99 100 0 0 �� I DESIGNATED FOR PRESERVATION- PROPERTY LINE O 90 p I 11) ADDITION REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION 60 61 62 63 71 0bTh � )V1 66 (), 91 I MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. i 0 ..4, • ..-. i ..- .2.7 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 SCALE: 1n=60' 60 30 0 60 TREE LEGEND 0 * 2017 SURVEY TREES o PREVIOUS SURVEYED TREES 0* UN-SURVEYED TREES(FROM AERIAL) SEE SITE TREE DATA ON SHEET L1 .02 _ 0 EXISTING TREE CANOPY AREA - I TREE REMOVAL / PRESERVATION LEGEND MN DURHAM�.� 1 L A DATE X TREES TO BE REMOVED(49) - ;' '- -� " J � .: �- 11) 11" • -- TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, • � +� I `n - � I SHEET L1.01 j IllyINH ," '•` �;, 1141 -m' I \ti luiliipuiri I i'41* �G�ST �� -. I 1/ �,) - -— = LA759 GENERAL NOTES: I y= `�.. 40 41111•N ` t 8t.' ` MI� S 1. EXISTING CHAINLINK FENCE TO REMAIN _-: --:- . , ca r'• Ecxr s�r�cxr�RtiAND PROVIDE TREE PROTECTION FOR '-- x � . '� OREGON TREES ON ADJACENT PROPERTY. it • 2. TREE REPLACEMENT FOR TREES --�� li /o a �C`�E INP REMOVED WILL FOLLOW THE STANDARDS I EXPIRES 11/30/18 SET FORTH IN THE CITY OF TIGARD URBAN I illl u FORESTRY MANUAL (2013). I 1 3. ALL TREES TO BE REMOVED ARE � I � __ TIGARD TUALATIN SD LOCATED IN AREAS OF PROPOSED ' I TIGARD DEVELOPMENT. SEE SHEET L2.00 ; t--T ,�,-; PLANTING PLAN FOR EXAMPLE OF _ PROPOSED DEVELOPMENT. 16mmmmmmmmm " = mI � � � .1 HIGH +{ , SCHOOL KEY MAP 0 SCALE: 1"=400' 9000 SW DURHAM RD. TIGARD,OR. 97224 :.r.. JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 ID Jurisdiction Stamp Area W 0 0 z CI J_ D co TREE Et PRESERVATION & M 0 REMOVAL PLAN SOUTH T N I- L1 . 01 m 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: Tigard High School LOCATION: Tigard High School LOCATION: Tigard High School I 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 Carte,PN-6405A DATE: 13-Sep-17 ARBORISSTOamien Carr4.PN-6405A DATE: 13-Sep-17 ARBORISTDamien Cam.PN-6405A DATE: 13-Sep-17 ARBOR€STDamien Carre.PN-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 OBH (ft2) 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 (ft2) Rating Preserve Rating Heritage Tree? Grown? Remove? Number Tree Type Tree Species DBH (ft2) Rating Preserve Rating Heritage Tree? Grown? Remove? Catena Engineers • 1 Sweet Gum Liquidambar styraciftua 24 1134 3 3 N Open -Preeeere- DEMO 74 Douglas Fir Pseudotsuge menzles6 6 133 3 3 N Open Preserve 14-4 Sequoia Sequoiadendran giganteum 8 133 3 3 N Open Preserve 214 Oregon Witte Oak Quercus ganyana 42 3847 3 3 N Open Preserve 1111 NE Flanders St., Suite 206 2 Alder /Lines 33 1320 3 3 N Open -Preemie- DEMO 75 Douglas Fir Pseudotsuga menziesil 6 95 3 3 N Open Preserve 145 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 215 Linden Tilie americana 5 113 3 3 N Open Preserve Portland, OR 97232 3 Norway Maple Acer platanoides 15 572 3 3 N Open preserve —" T(503)-467-4980 78 Incense Cedar Calocedrus decurrens 7 79 3 3 N Open Preserve 146 Sequoia Sequoiadendron giganteum 8 133 3 3 N Open Preserve 216 Linden 77lia americana 5 113 3 3 N Open Preserve 4 Norway Maple Acer platanoides 14 615 3 3 N Open Preserve 77 Norway Maple Acerplatanoides 14 201 3 3 N Open Preserve 147 Sequoia Sequoiadendronngfganteum 8 133 3 3 N Open Preserve 217 Linden Tiflaamericana 5 113 3 3 N Open Preserve MECHANICAL ELECTRICAL & 5 Norway Maple Acer platanoides 14 660 3 3 _ N Open Preserve 6 Norway Maple Acerplatanoides 17 962 3 3 N Open Preserve 78 Knobcone Pine Pious attenuate 5 95 3 3 N Open Preserve 148 Sequoia Sequoiadondron giganteum 8 133 3 3 N Open Preserve 218 Linden Title americana 4 79 3 3 N Open Preserve PLUMBING ENGINEER 7 Pin Oak Quercus palustris 2 20 3 3 N Open Preserve 79 Norway Maple Acerplatanoides 14 804 3 3 N Open Preserve 149 Norway Maple Acer platanoides 4 133 3 3 N Open Preserve 219 Pin Oak Quercus palustns 3 79 3 3 N Open Preserve Glumac 6 Pin Oak Querouspalustns 4 50 3 3 N Open Preserve 80 Norway Maple Acer platanoides 13 804 3 3 N - Open Preserve 150 Norway Maple Ater platanoides 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 1075 3 3 N Open Preserve _81 Norway Maple Acer platanoides 12 1017 3 3 N Open Preserve 151 Norway Maple Acerplatanoides 4 113 3 3N _ Open Preserve 221 Linden This americana 5 79 3 3 N Open ' Preserve Portland, OR 97204 l.10 Norway Maple Acer platanoides 24 804 3 3 N Open Preserve 82 Norway Maple Acer platanoides 20 1385 3 3 N Open Preserve 152 Sequoia Sequoiaderrdron giganfeun 8 133 3 3 N Open Preserve 222 Linden Tdia americana 5 79 3 3 N Open l Preserve T(503)-227-52$0 11 Red Maple Acerrubrum 18 707 3 3 N Open Preserve 83 Norway Maple Acerplatanoides 16 1134 3 3 N Open Preserve 153 Sequoia Sequoiadendrongiganteum', 8 154 3 3 N Open Preserve 223 Linden Trliaamericana 5 79 3 3 N Open I Preserve FOOD SERVICE CONSULTANT 12 Red Maple Acerrubrum 13 531 3 3 N Open Preserve 84 Norway Maple Acerpfatenoides 11 804 3 3 N Open Preserve 154 Bradford Pear Pynescalleryena 5 201 3 3 N Open Preserve 224 Linden Ma americana 5 79 3 3 N Open Preserve Webb Foodservice Design 13 Red Maple Acer rubrum 16 754 3 3 N Open Preserve 88 Norway Maple Acer platanoides 10 1017 3 3 N Open Preserve 155 Bradford Pear Pyres callaryana 8 227 3 3 N Open Preserve 225 Ginko Ginkgo bilobe 3 79 3 3 N Open Preserve 3700 SE Lafayette Ct. 14 Red Maple Acerrubrum 16 415 3 3 N Open Preserve 88 NorwayMaple Acer atanoides 13 1134 3 3 N Open Preserve 156 Bradford PearPortland,OR 97202 W pe Pynrs callaryana 9 154 3 3 N Open Preserve 226 Knobcone Pine Pious attenuate 9 79 3 3 N Open Preserve 15 Red Maple Acerrubrum 13 491 3 3 N Open Preserve T(503)-236-8566 67 Norway Maple Acer platanoides 11 1256 3 - 3 N - Open Preserve 157 Bradford Pear Pyres celleryana 9 154 3 3 N Open Preserve 227 Incense Cedar Calocedrus decurrens 5 20 3 3 N Open Preserve 16 Cherry Prunus avium 3 50 3 3 N Open Preserve 88 Norway Maple Acerplatenoides 14 1134 3 3 N Open Preserve 158 Bradford Pear Pyres callaryana 7 154 3 3 N Open Preserve 228 American Beech Fagusgrandifolia 3 79 3 3 N Open Prrcerwe- DEMO COST CONSULTANT 17 Norway Maple Acer platanoides 10 113 3 3 N Open Preserve 89 Norway Maple Acerplafanoides 14 1017 3 3 N Open Preserve 159 Bradford Pear Pyne calleryane B 154 3 3 N Open Preserve 229 American Beech Fagusgrendifolia 3 79 3 3 N Open Preserve- DEMO Construction Focus 18 Norway Maple Acer plafanordes 10 95 3 3 N Open Preserve DEMO 19 Hinold Cypress Chamaecyparis obtuse 7 177 3 3 N Open mss- DEMO 90 Knobcone Pine Pinus attenuate 5 79 3 3 N Open Preserve 160 Bradford Pear Pyres callaryana 7 201 3 3 N Open Preserve 230 American Beech Fagus grandifolia 3 79 3 3 N Open Proecwe DEMO 740 Almaden St. 20 Norway Maple Acer platanoides 14 346 3 3 N Open -Pra,R.o DEMO 91 Knobcone Pine Pinus attenuate 4 28 3 3 N Open Preserve 161 Bradford Pear Pyres calleryana 7 314 3 3 N Open Preserve 231 Incense Cedar Calocedrus decurrens 3 20 3 3 N Open Prasewe- DEMO Eugene, OR 97402 21 Norway Maple Acer platanoides 8 227 3 3 N Open -Preserve` DEMO 92 Knobcone Pine Finns attenuate 4 20 3 3 N Open Preserve 162 Bradford Pear Pyres callaryana 10 346 3 3 N Open Preserve 232 Incense Cedar Celocednrs decurrens 3 20 3 3 N Open Prcocrve DEMO T 541-686-2031 22 Norway Maple Acer platanoides 11 227 3 3 N Open rr,...errc DEMO 93 Knobcone Pine Pinus attenuate 4 38 3 3 N Open Preserve 163 Bradford Pear Pyrus calleryena 9 314 3 3 N Open Preserve 233 Knobcone Pine Pinus attenuate 8 79 3 3 N Open f'rnorvo DEMO 23 _ Norway Maple Acer platanoides 14 452 3 3 N Open p c cne DEMO 94 Knobcone Pine Pinus attenuate 4 38 3__ 3 N Open Preserve 164 Bradford Pear Pyrus callaryana 2 79 3 3 N Open Preserve 234 Incense Cedar Calocedrus decurrens 8 79 3 3 N Open Prcocrvc DEMO 24 _ Norway Maple Acer piatanoides 14 380 3 3 N Open lee see DEMO 95 American Beech Fagesgrandifulia 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 Acer platanoides - 13 452 3 3 N Open Prceerc DEMO 96 American Beech Fagus grandifo is 4 113 3 3 N Open Preserve 166 Bradford Pear Pyres callaryana 9 254 3 3 N Open Preserve 236 Norway Maple Acer platanoides 3 79 3 3 N Open resewe- DEMO 26 Incense Cedar Calocedrus decurrens 15 154 3 3 N Open 41s erre- DEMO 97 American Beech Fagus grandifolia 3 154 3 3 N Open Preserve 167 Bradford Pear Pyres caeeryana 11 283 3 3 N Open Preserve 237 Norway Maple Acer platanoides 3 79 3 3 N Open Pr000rvo DEMO Cardno 27 Norway Maple Acer platanoldes 7 113 3 3 N Open -Preeer+c DEMO (nr, 98 Knobcone Pine Pious attenuate 3 38 3 3 N Open Preserve 166 Bradford Pear Pyrus calleryana 12 346 3 3 N Open Preserve 238 Sequoia Sequoiedendron giganteum 10 177 3 3 N Open Prcacrvc DEMO 28 Norway Maple Acer platanoides 6 64 3 3 N Open -Preeer:e- DEMO 99 Knobcone Pine Pinus attenuate 3 28 3 3 N Open Preserve 169 Bradford Pear Pyres calleryana 8 201 3 3 N _ Open Prawn,* 239 Sequoia Sequoiedendron giganteum 10 177 3 3 le Open Preserve Shaping the Future 29 _ Incense Cedar Calocedrus decurtans 13 314 3 3 N Open rreeee,e- DEMO 100 Knobcone Pine Pinus attenuate 3 20 3 3 N Open Preserve 170 Bradford Pear Pyres calleryena 7 348 3 3 N Open Preserve 240 Sequoia Sequoiadendron giganteum 10 177 3 3 N Open Preserve PORTLAND 30 Red Maple Acer rubrum 8 380 3 3 N Open -Preserve- DEMO 101 Bradford Pear Pyres calleryana 4 79 3 3 N Open Preserve 171 Bradford Pear Pyres calleryena 7 177 3 3 N Open Preserve 241 Sequoia Sequoiedendron giganteum 5 177 3 3 N Open Preserve 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 31 Red Maple Acer rubrum 7 415 3 3 N Open .e- DEMO TEL(503)419-2500 FAX(503)419-2600 102 Norway Maple Acer platanoides 3 64 3 3 N Open Preserve 172 American Hornbeam Carpinus caroliniana 3 79 3 3 N Open Preserve 242 Norway Maple Acer platanoides 3 20 3 3 N Open Preserve 32 Red Maple Acer nibnim 10 452 3 3 N Open pn,3..ne DEMO -._ - ------- 103 Norway Maple Acer platanoides 3 38 3 3 N Open Preserve 173 American Hornbeam Carpinus caroliniana 4 79 3 3 N Open Preserve 243 Norway Maple Acer platanoides 2 20 3 3 N Open Preserve Wimv.ca+tinv.cnm 33 Red Maple Acerrubrum 18 531 3 3 N Open Proeere DEMO 104 Norway Maple Acer platanoides 3 28 3 3 N Open Preserve 174 American Hornbeam Carpinus caroliniana 4 38 3 3 N Open Preserve 244 Norway Maple Acer platanoides 6 314 3 3 N Open Preserve 34 Red Maple Acerrubrum 11 227 3 3 N Open -pleerve- DEMO 105 Norway Maple Acerplatanoides 3 28 3 3 N Open Preserve 175 American Hornbeam Carpinus caroliniana 4 79 3 3 N Open Preserve 245 Oregon White Oak Quercus garryana 33 0 3 3 N Stand Preserve 35 Red Maple Acerrubrum 13 227 3 3 N Open .r;r srvvo DEMO 106 Bradford Pear Pyres caieryana 3 38 3 3 N Open Preserve 176 American Hornbeam Carpinus caroliniana 3 28 3 3 N Open Preserve 246 Oregon White Oak Quercusgenyana 18 0 3 3 N Stand Preserve 36 Red Maple Acer rubrum 12 254 3 3 N Open Pn,s,.rc DEMO 107 Bradford Pear Pyres callaryana 4 50 3 3 N Open Preserve 177 American Hornbeam Carpini's caroantene 4 79 3 3 N Open Preserve 247 Oregon White Oak Quercus gerryana 16 0 3 3 N Stand Preserve 37 Red Maple Acer rubrum 12 283 3 3 N Open !'rcxrve DEMO 106 Bradford Pear Pyrus calleryena 3 64 3 3 N Open Preserve 178 Chinese elm Uimus parvifbie 3_ 95 — 3 3 N Open --reeef.9- DEMO 248 OregonW_hite Oak _ Quercus garryana 32 0 3 _ _3 N Stand Preserve 38 Red Maple Acer rubrum 13 254 3 3 N Open Preserve- DEMO - - - 109 Sequoia Sequoredendron giganteum 4 20 3 3 N Open Preserve 179 Chinese elm litmus parwfolie 3 79 3 3 N Open -Preserve- DEMO 249 Oregon White Oak Quercus garryane 33 0 3 3 N Stand Preserve 39 Deodora Cedar Cednis deodara 28 1963 3 3 N Open -Preserve- DEMO 110 Sequoia Sequoiedendron giganteum 4 20 3 3 N Open Preserve 180 Chinese elm Litmus parvifolia 4 113 3 3 N Open Prep,.e DEMO 250 Oregon White Oak Quercus gerryane 42 0 3 3 N Stand Preserve 40 Norway Maple Acer platanoides 12 572 3 3 N Open Preserve 111 Sequoia Sequoiedendron giganteum 4 20 3 3 N Open Preserve 181 Norway Maple Acer piatano des 2 50 3 3 N Open Prcxno DEMO 251 Oregon White Oak Quercus garryana 27 0 3 3 N Stand Preserve 41 Norway Maple Acer platanoides 11 491 3 3 N Open Preserve 112 Sequoia Sequoradendrerrgfganteum 3 20 3 3 N Open Preserve 182 _ Cherry Prunus avium 5 79 3 3 N _ Open _-Preserve- DEMO 252 Oregon While Oak Quercusganyane 23 0 3 3 N Stand Preserve 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 While Oek Quercus ganyana 23 0 3 3 N Stand Preserve 43 Birch Betula 4 79 3 3 N Open Preserve - - 114 Norway Maple Acer platanoides 3 38 3 3 N Open Preserve 184 Cherry Prunus einem 5 79 3 3 N Open Prcxro DEMO 254 Oregon White Oak Quercus ganyana 22 0 3 3 N Stand Preserve 44 Birch Betula 3 50 3 3 N Open Preserve 115 Norway Maple Acerpfafanoides 3 28 3 3 N Open Preserve 185 Chinese elm (limes parvifolie 5 415 3 3 N Open Pee-- DEMO 255 Oregon White Oak Quercus garryane 22 0 3 3 N Stand Preserve 45 Elm Uimus americana 4 64 3 3 N Open Preserve 116 Sequoia Sequoiedandron giganteum 4 20 3 3 N Open Preserve 166 Chinese elm Litmus parvifolia 5 314 3 3 N Open -rrce ee- 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 lncense Cedar Calocedrus decurrens 8 79 3 3 N Open pre,...., DEMO 257 Oregon White Oak Quercus ganyana 18 0 3 3 N Stand Preserve 47 Elm litmus americana 4 113 3 3 N Open Preserve 118 Sequoia Sequoiedendron giganteum 4 13 3 3 N Open Preserve 188 Sequoia Sequoiadendron giganteum 3 20 3 3 N Open ,-,eee..e DEMO 258 Oregon White Oak Quercus garryana 26 0 3 3 N Stand Preserve 48 Elm litmus americana 5 113 3 3 N Open Preserve 119 Norway Maple Acer platanoides 3 20 3 3 N Open Preserve 189 Incense Cedar Calocedrus docurrens 8 79 3 3 N Open DEMO 259 Oregon White Oak Quercus garryana 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 contorta 13 177 3 3 N Open fee-erre DEMO 260 Oregon White Oak Quercus garryana 32 0 3 3 N Stand Preserve i, 50 Cherry Prunes avium 6 177 3 3 N Open Preserve 121 Japanese Maple Acerpalmatum 4 50 3 3 N Open Preserve 191 Pin Oak Quercus palustris 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 Acer pelmetum 3 50 3 3 N Open Preserve 192 Pin Oak Quercus pefustns 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 cafleryena 4 50 3 3 N Open Preserve 193 Crab Apple Males sylvestris 9 177 3 3 N Open Preserve 263 Oregon White Oak Quercus garryane 40 0 3 3 N Stand Preserve 53 Chinese elm Utm_u_s_parvifolia 5 314 3 3 N Open Preserve 124 Bradford Pear Pyrus calleryane 4 50 3 3 N Open Preserve 194 Bradford Pear Pyres caneryana 2 20 3 3 N Open Preserve 264 Chinese elm Uimus parvifoiia _4 2.27 3 3 N Open Preserve 54 Chinese elm tames parvifolia 6 227 3 3 N Open Preserve - 125 Bradford Pear Pyres calleryana 4 50 3 3 N Open Preserve 196 _ Norway Maple Acer platanoides 15 660 3 3 N Open Preserve 265 Chinese elm Litmus pervifolia 4 227 3 3 N Open Preserve 55 Chinese elm Litmus parvifolia 8 452 3 3 N Open Preserve 126 Bradford Pear Pyrus cafleryana 3 28 3 3 N Open Preserve 198 Norway Maple Ater platanoides 15 491 3 3 N Open Preserve 266 Oregon White Oak Quercus garryena 49 1963 3 3 N Open Preserve 56 American Beech Fagusgranddo/la 5 154 3 3 N Open Preserve 127 Sweet Gum Liquidambar styracifue 9 254 3 3 N Open Preserve 197 Bradford Pear Pyres calleryana 2 20 3 3 N Open Preserve 267 Crab Apple Mains syfvesMs 7 177 3 3 N Open Preserve 57 American Beech Fagus grendfloia 5 95 3 3 N Open Preserve 128 Sweet Gum Liquidambar styraciftua 6 113 3 3 N Open Preserve 198 Bradford Pear Pyrus callaryana 4 113 3 3 N Open Preserve 268 Crab Apple Mafus syfvestns B 227 3 3 N Open Preserve 58 American Beech Fagus grandrrfolia 5 95 3 3 N Open Preserve 129 Sweet Gum Liquidambarstyraciflua 4 113 3 3 N Open Preserve 199 Bradford Pear Pyres calieryane 4 113 3 3 N Open Preserve 269 Crab Apple Males sylvestris 5 227 3 3 N Open Preserve 59 American Beech Fagus grendifolia 4 79 3 3 N Open Preserve 130 Sweet Gum Leper/amber eras/era 6 314 3 3 N Open Preserve 200 Linden Tiiia americana 5 79 3 3 N Open Preserve 270 Crab Apple Mafus sylvestris 5 227 3 3 N Open Preserve 60 American Beech Fagus grandifolia 5 95 3 3 N Open Preserve 131 Sweet Gum Liquidambar styracfiue 5 113 3 3 N Open Preserve 201 Linden Tdia americana 5 113 3 3 5 Open Preserve 61 American Beech Fagus grandifolia 3 79 3 3 N Open Preserve 132 Sweet Gum Liquidambar styraciflea 4 113 3 3 N Open Preserve 202 Linden Trlia americana 5 113 3 3 N Open Preserve Canopy Canopy 62 American Beech Fagus grandifolia 4 79 3 3 N Open Preserve 133 Sweet Gum Liquidambar styracillua 4 79 3 3 N Open Preserve 203 Bradford Pear Pyrus ca/sryana 9 177 3 3 N Open Preserve Stand# Tree Type Tree Species Avg.DBH (82) Preserved(V2) Comments 63 American Beech Fagus grandifolia 4 79 3 3 N Open Preserve I 134 Sweet Gum Liquidambar styracillua 8 113 3 3 N Open Preserve 204 Pin Oak Quercus palustris 9 177 3 3 N Open Preserve 1 Oregon While Oak 1 Quercus ganyana 1 27 21,842 64 Incense Cedar Calocedrus decurrens 5 38 3 3 N Open Preserve 135 Sweet Gum Liquidambar styraciflua 5 113 3 3 N - Open Preserve 205 Bradford Pear Pyrus calteryena 2 20 3 3 N Ogen Preserve 65 Incense Cedar Calocednis decurrens 5 38 3 3 N Open Preserve 'THIS TREE WAS DEAD AND HAS BEEN REMOVED. 136 Incense Cedar Calocedrus decurrens 11 201 3 3 N Open Preserve 206 Pln Oak Quercus palustris 9 491 3 3 N Open Preserve SEE ARBORISTS REPORT ON CONDITION. 66 Sequoia Sequoiadendmn giganteum 8 79 3 3 N Open Preserve 137 Incense Cedar Calocedrus decurrens 14 254 3 3 N Open Preserve 207 Bradford Pear Pyres ceileryana 3 28 3 3 N Open Preserve 67 Sequoia Sequoiadendron giganteum 8 79 3 3 N Open Preserve TOTAL EXISTING TREE CANOPY IN SQ-FT-= 82,1360 SF --- - -- 138 Bradford Pear Pyres calferyana 7 201 3 3 N -- 'en Preserve 208 Pin Oak Quercus pelustnn 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 SEI.FT.= 12,860 SF 139 Bradford Pear Pyres callaryana 7 113 3 3 N _ Open _ Preserve 209 Bradford Pear Pyrus callaryana 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 SO.1T.=70,000 SF 140 Bradford Pear Pyres catieryena 12 133 3 3 N Open Preserve 210 Pln Oak Onerous palustris 6 113 3 3 N Open Preserve - -- 70 Knobcone Pine Pines attenuate 4 79 3 3 N Open Preserve 141 Bradford Pear Pyres calferyana 7 201 3 3 N Open Preserve 211 Bradford Pear Pyrus callaryana 4 79 3 3 N Open Preserve 71 Douglas Fir Pseuriotsuga menziesii 6 133 3 3 N Open Preserve DATE 142 Bradford Pear Pyrus caieryana 7 154 3 3 N Open Preserve 212 Linden Trfia americana 4 113 3 3 N Open Preserve 72 American Beech Fagus grandifolia 4 201 3 3 N Open Preserve - 143 Bradford Pear Pyres caieryana 7 154 3 3 N Open Preserve 213 Linden rifle americana 5 113 3 3 N Open Preserve 73 American Beech Fagus grandifolia 4 201 3 3 N Open Preserve Page 1 of 4 Pape 2 of 4 Page 3 of 4 Page 4 of 4 4i''' TERM, LA759 __ EXISTING TREE SUMMARY • �l'+/�u= ECKY . STRICKLER r &, 9� OREGON 4 11/18/11 1� DBH = DIAMETER AT BREAST HEIGHT(4') L`� �1 E C� EXPIRES 11/30/18 CONDTION RATING: 0 - DEAD TO SEVER DECLINE 1 - DECLINING TIGARD TUALATIN SD 2 -AVERAGE 3 - GOOD TO EXCELLENT TI GA R D PRESERVE RATING: 0 - HAZARD TREE, REMOVE HIGH 1 - DEAD, SEVERE DECLINE, OR DECLINING. PRESERVE ONLY FOR WILDLIFE SNAG 2 -AVERAGE HEALTH OR STRUCTURAL STABILITY, PRESERVE WITH TREATMENT. 3 -GOOD TO EXCELLENT HEALTH, PRESERVE. SC H O O L 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 rIJurisdiction Stamp Area W 0 0 Z 0 —I D co TREE PRESERVATION & , 0 REMOVAL DATA co Lo t~ w N L1 . 02 bassett/ I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno _ _ _ —I 6720 SW Macadam Ave.,Suite 200 — — — — — — — 1 Portland,OR 97219 T(503)-419-2500 I EXISTING SIGN - FLOW-THROUGH EXISTING SIGN I STRUCTURAL ENGINEER EXISTING TREE, TYP. EXISTING SIGN - SOLAR POWER NO PARKING SW DURHAM ROAD STORMWATER EXISTING SIGN FLOW-THROUGH I Catena Engineers PLANTER- 574 SF i NO PARKING MPH SCHOOL ZONE R.O.W. LINE PLANTER, TYP. NO PARKING PLANTER-696 SF r _lir ,_.- ./ v v ', v v -, v - / • /,:'„,-,,/_," / // ' / \/ u \/�i v\/u u y \/v u\/�/v�i r v\�v u v vAI Portland, OR 97232 1111 NE Flanders t., Suite 206 \/\A/ 'C% \/ V- \i\/\/ \./\77-°----\/\/\/ v v\ v v\/_% ( \ / • j /� / / //// \ \/ \.! v\/\/v\ \/ / �/v\/\/�/V\/ \/\/v\/\/\.1 T(507 0 / \/ v\/ \/\/\/\/ v\/\/\/\/\/ \ v \/v\/ \/\/\/\/\-\/\/\/\• / /\/\/\/\/ •• ' " ,/ ///././/.///1;y//.;///.//, \/V \/ v\/v\/ /\ \/\/\/\ \/\ /\/\/.\/\/\/\/ \/• .\./ti/�!.•,/.\/N/\/\/\/v11' \7\1\/...".1•/•1•/\/\/ .• d • • '''• .•a. •'• ' : �� / \/\/ \/ \/\/\/V V\/\/ ' V\/\/\/\/\/\/ • \/\/\/\/\/ •. .: .•.•..'. .•: ; d . • \/\/\/ • \/\/\/\/\/\/\/\/\ /\/\/\l\/\/\/\ \/. „ . /\!\/•\ /\/� /\ /.� • .: � - . .. .., . . . . . .. .. . . . . . . . `�•` . a. . ... .. . - MECHANICAL ELECTRICAL & I. Y .. _ - .. 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CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL rn SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT Iii.' 'of V SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT KEY MAP 0 0 NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. SCALE: 1"=400' D co LANDSCAPE oC PLANTING PLAN ..,- co SW o 1-0 0 LLI L3 . 01 CV N .3 CO A MATCHLINE - THIS SHEET A - - ra4. //� -\ <r� / — — — — — — — — — — — - ...4$1e04'1144044,4,3 ` 4 EXISTING SIGN - CROSSWALK SCHOOL ZONE " ';�:�•`':.aa��saa:,•saa,; ra•'j � I (TO BE RELOCATED) bassetti 14_ � / r♦J riff r¢,ri<,r¢!riJ!rar,<J<, ► 4.' - ' Q ....44.404044+4040+4,4iaal�4f$ Ai4 f�f► JO, e • a.` ✓✓ a. •40,4-$4•.•'-•1 4i•'I�PIlrs>;d44Jr. EXISTING SIGN / d . •4,'41r.444,4i4,'t1,'•'r4, A44a4 \ I S W DURHAM ROAD architects .. "44++►AaA4.07,44a 0• -. 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Q' 4 r �ei4Jsii<ei 1:;0:6,.. �'a <Artitiii a •. .. a ° 4 a i4<! 4iA?carr<rrlA•< 2' 14,34► W !a Por 5W Fifth Ave., Suite 1600 Z r ri Air Aa ai Ai ai r J ra r J ' S4y.4r4.44.4y.4i,.4y +,. , '•+ 4r4fri<s I �� 4' . a a a Portland, OR 97204 _ / ,Ji Ai ri ri ri ri 4fr� Ai41s•5 '. T(503)-227-5280 �A.4:44 a%.��0.4•.s%�J3+ 44 aisaasir✓J �n • P 4 .e a d. 4 _I \ 01344,34O1,3y,N1A4.a , $4a .41„<I�, ;I' �4 - • .4 44 -4 M.#0,414.10;10404, 41rI rI A7 �V.••.4A .t ',34 4 I<IA1 i �. - • - • r r aI rI a '�r''r< I rr <a a s ��J4 <I !4 A !�9�...4�1,.14 t4�I,t4A4��.a •'IIr !'.4 iG4.44S .�, r 4- - i 4 0 Nitsjii,,,, r1A4'.sei4.%<� i%. '$'4i% ss' ay��'ss,',r�, W 1�� ., -. .. I FOOD SERVICE CONSULTANT „<Ira<Ip,rl<I II Nf, f� Ly!<y�•aIr '7 ��! 1 _J... '• d • q ` v . 0 441<I.'.AJIr O - •4444<4.4i•, W ,'— d . _ d a - Y a . -d a s . 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' �\ i 441 a Eugene, OR 97402 ai Ai A4 ri ri rr ri ri A4 Ai ri r4 ri r4 ,34 ,3i < e• i4 T 541-686-2031 ifs4<i.4is4 a,.4irslA .Gi 44irs4yi44,.44s4i.4rirfry.4r4.Gy� a \ 111 . *******40,44:443•4303147/444:474,44,4,'• . _ 4 4 \� ° 411 <i4aiieJ . .. e 1 AI„ ,441 rI 14 J� I<f NAI Alr402 ,Oaf,Jir • 4. 4 5 - - a INTERIOR COURTYARD „4i ai r, a aii�i, i4�i1<i ri Ori 1 ri 4 . a. • i a ,I• a 1 < I JI <I I A 4 N AI < aI aI < °k'4i14�44r1i1sA4i4�•r? ,4�4r4si�r?i�<ii•�r?ile4J:'4�r t . .' 4 ��d� . ° • ° 9 +\\ a,Arf,rJrfAi f J4� 441 44 4 4 41<Ga 441444 • 4.4 4NAIN< Ay r ••<a Ayr4441<y,4y,a4, d v \ a \a <41f.44f.4Nf.44,,3�41f.4II,.4,3Ir,4a4f.4N,.� 4 ' • I. • • , - -1M •�.403i4NJj44rI f,'aaf.*44474Jr�--- 'a -d d e. d• v "� ( 1 . ° '• 41144AI'a4'.y441444ia'44'144.IstaiNJlfia.. 4 q - • .d 4 ° < < . ..d' • \ 411.44,4444.44.4:44.4144.44.4.4,a - a .: 4 a v '14430:03:0310%,':`1 •. 4- . 7. .d 4 .• a \ ' '' .41r.41,.44i4Nf.44 .. ` !. . • 4 41�\ ,��,"43.0.--- a,3441`',%A . y / • d < S .4' (It' 4 4,444' • d' Cana \ ,. :•4;_...„----'-' a ,,, TIGARD HIGH SCHOOL a 4 • a• o • - : .4 e4. . •: 4 .,%.„ ° 4< a p 0 Shaping the Future e 4 va : \ - • . a a ,�-. : a 1, J° 64 a 04 a Ik PORTLAND 4• 4° a a 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 �� a a • / •5 a e TEL:(503)419 25FAX:(503)419 2600 a _ 4 • •A-.:4 L 4 1* --- 10 - d a - -4 -a / / . a. 4 M Ifl a Ll a a -a 4 4 5�5y /a COURTYARD BASE BID - BARK MULCH / / / %” 't - STORMWATER / PLANTER •-.� � A MATCHLINE - THIS SHEET A \\ �) • . 1 M MI \ \ X/'/\ \\ \ \ \ \ \ \ y1 . . 4. a a.. ✓ 2 : ... .' .44‘''.” 4'1 ..4-eL i 1...,.46..' ., :., ;: -. ".... .:%:::::.' ''..::...:-.:1:1. ..... \ • c STORMWATER \ • / *, A' , .. . . . .. . \ \ d. 4 • , PLANTER, TYP. \ \� / \ ......-: .1:--..i...i.13, .\ ` dr- ` . �,, `4 - \ V MATCHLINE - THIS SHEET v .. . • . :...: \ illi J \, �� .. - SCALE: 1",20' LU11-11.1114, e.a //� 20 10 0 20 _ .� / i CO - ' •W FOR PLANT MATERIAL LEGEND, SEE SHEET L3.03 _ _ � ..•. ! a a� wFOR PLANTING DETAILS & NOTES, SEE SHEET L3.04 Cr) . \ diEliftAMINk • ' cill=i••• M;I: LU - -.-. - -. . • ,. •CO esinimmla . Aran::, .n_:■� ` GENERAL LANDSCAPE NOTES: _ ' • :.l --JJ H� De,: 'nigh '”0:ir1_ / �` \ DATE �■�CCINI\♦ ` • .111!4:: 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER 7 - •' v___ Q II�III • .IL ��.._;!L , i Eitlifi irlitttrithqij4 , / ail” ■n:::f' 'AMA CITY OF TIGARD PLANNING DEPARTMENT. ! �'"y '� t� 1 —II�� ■� I!===_1■ :ILwE-` 2. ALL PLANT BEDS SHALL HAVE A 3” DEPTH OF BARK MULCH. i �i .1 1114111414%� 1 11 e!L !I!■MITEI M ■■■��ih a : ■ 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION I �0. - �� 1} ■-.lil11M �■b■■■bill! LAIEMp SYSTEM WITH FULL HEAD TO HEAD COVERAGE. 4410 ,.�� Ai . . . � - - _ T I GARD HIGH SCHOOL I !MI 1111 I' 5)4E.-. �:�� I .�I�n�1• 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD 1 ' ' .44 t. • :J • ECKY . STRIC R W::- '' r �. ;'��—III �R . 4 • . . FOR NURSERY STOCK STANDARDS. _ _ `• INTERIOR COURTYARD ��.■ ■ _ ■■�■ P' . .. . - 4•. � • �, '� 1 ..._. ■. OREGON ,' • Mr' I� '-� ■ II-:� � ga 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL J - or E. ,� 1I ' I ?5,,,11/18/1, a L. 1.141=1M11.1 ....... 1 _ a SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT ,0 A r E p,, °d. \ T. .. e SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE I - % V. !�,��Ir ' 4 DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT Ili E��xES 11/30/ 8 ■ a eII - , ! . �: • • . �` NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH t 1 •\.. Ili a a PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 0 V a • . d • e - o I TIGARD TUALATIN SD va • '/ \\\ a •• I TIGARD � . . - - - - HIGH COURTYARD BID ALTERNATE - GROUNDCOVER SCHOOL KEY MAP 0 SCALE: 1"=400' 9000 SW DURHAM RD. TIGARD, OR.97224 I. JOB NO: 16992.00 2 ISSUE DATE: MARCH 28,2018 L.L 1 Jurisdiction Stamp Area ^W 01 Z D co LANDSCAPE PLANTING PLAN a 1 co 0 NE & COURTYARD r- ,- c) - ,- L3 . 02 N CV n V r / 1 LANDSCAPE PLANT MATERIAL SCHEDULE SYMBOL STREET TREES bassetti ITEM SIZE QTY. COMMENTS ± CORNUS NUTTALLII 1.5" CAL. 1 REFER TO DETAIL 4/SHEET L3.04 architects PACIFIC DOGWOOD B&B MATURE: 40' HT. /30'WD. PNW NATIVE + CERCIDIPHYLLUM JAPONICUM 1.5" CAL. 6 REFER TO DETAIL 4/SHEET L3.04 KATSURA B&B MATURE: 40' HT. /40'WD. 721 NW 9TH Ave, Suite 350 FALL: YELLOW TO APRICOT ORANGE Portland, Oregon 97209 SITE TREES T (206) 340 9500 F (206) 340 9519 ITEM SIZE QTY. COMMENTS ACER RUBRUM 'OCTOBER GLORY' 1.5" CAL. 20 REFER TO DETAIL 4& 5/SHEET L3.04 OCTOBER GLORY MAPLE B&B MATURE: 40' HT./CROWN: 40' CIVIL ENGINEER & LANDSCAPE ir + FALL: REDDISH PURPLE CIVIL E GINKGO BILOBA 1.5" CAL. 14 REFER TO DETAIL 41 SHEET L3.04 GINKGO B&B MATURE: 60' HT./CROWN: 45' o 6720 SW Macadam Ave.,Suite 200 �M 1 FALL: YELLOW Portland,OR 97219 v)II ACER MACROPHYLLUM 1.5" CAL. 8 REFER TO DETAIL 4/SHEET L3.04 T(503}419 2500 Opt„,.. j BIGLEAF MAPLE B&B MATURE: 60' HT. 150'WD. PNW NATIVE STRUCTURAL ENGINEER 0 , PINUS PONDEROSA 6' HT. 4 REFER TO DETAIL 3/SHEET L3.04 Catena Engineers PONDEROSA PINE B&B MATURE: 100' HT./40' WD. 1111 NE Flanders St.,Suite 206 �� PNW NATIVE Portland, OR 97232 0 tiC ' II��' QOREGON WHI UERCUS RE OAK YANA 1 5B&B L 10 REFER TO MATURE:65D' HT,1L 4 150'WD. L3.04 T(503)-467-4980 PNW NATIVE MECHANICAL ELECTRICAL & o ABIES GRANDIS 6' HT. 6 REFER TO DETAIL 31 SHEET L3.04 PLUMBING ENGINEER ` � � ' GRAND FIR B&B MATURE: 150' HT. 140' WD. Glumac PNW NATIVE 900 SW Fifth Ave.,Suite 1600 -}- CORNUS NUTTALLII 1.5" CAL. 2 REFER TO DETAIL 41 SHEET L3.04 Portland, OR 97204 PACIFIC DOGWOOD B&B MATURE: 40' HT. 140'WD. ry PNW NATIVE T(503)-227-5280 ZELKOVA SERRATA 'MUSASHINO' 1.5" CAL. 27 REFER TO DETAIL 4 &5/SHEET L3.04 FOOD SERVICE CONSULTANT y �iik MUSASHINO COLUMNAR ZELKOVA B&B MATURE: 45' HT./15'WD. f , t - FALL: YELLOW Webb Foodservice Design A CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL. B&B 4 REFER TO DETAIL 4/ SHEET L3.04 MATURE: 25' HT. /25' WD. 3700 SE Lafayette Ct. Portland, OR 97202 ' FALL: YELLOW T(503)-236-8566 'NA- - . Cillk EXISTING TREES TO REMAIN, EVERGREEN& DECIDUOUS SEE TREE PRESERVATION & COST CONSULTANT CONTRACTOR TO PROTECT WITHIN DRIP LINES REMOVAL PLANS Construction Focus SHRUBS & ACCENTS 740 Almaden St. ITEM SIZE QTY. COMMENTS T 54141-6686-20311 , OR 97402 T 5 O ABELIA X'ROSE CREEK' 3 GAL. 155 REFER TO DETAIL 2/SHEET L3.04 ROSE CREEK ABELIA 4' O.C. MATURE: 2-3' HT. /3-4' WD. FULL SUN TO PART SHADE/EVERGREEN O BERBERIS 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. w FULL TO PART SUN (jr, Camino =�° 5 CEANOTHUSX'BLUE SAPPHIRE' 5 GAL. 72 REFER TO DETAIL 2/SHEET L3.04 ;M,,,, BLUE SAPPHIRE CEANOTHUS 6' O.C. MATURE: 2-4' HT. /4-6' WD. Shaping the Future (1) PART TO FULL SUN/ EVERGREEN COTONEASTER DAMMER! 'LOWFAST 5 GAL. 45 REFER TO DETAIL 2/SHEET L3.04 PORTLAND BEARBERRY COTONEASTER 6' O.C. MATURE: 1-2' HT. /6'WD. s7zoswMACADAM AVE,srE2a0,PORTLAND,OR 97219 FULL SUN / EVERGREEN TEL(503)419-2500 FAX:(503)419-2600 ® FATSIA JAPONICA 5 GAL. 5 REFER TO DETAIL 2 /SHEET L3.04 www.cardno.com 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 PACIFIC WAX MYRTLE 6' O.C. MATURE: 8-10' HT. /6'WD. SUN TO PART SHADE 1 PNW 1 EVERGREEN 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 / EVERGREEN 0 NANDINA DOMESTICA 'FIREPOWER' 3 GAL. 175 REFER TO DETAIL 2/ SHEET L3.04 FIREPOWER HEAVENLY BAMBOO 3' O.C. MATURE: 30" HT. /30" WD. SUN TO PART SHADE/ EVERGREEN O POLYSTICHUM MUNITUM 3 GAL. 6 REFER TO DETAIL 2/ SHEET L3.04 SWORD FERN 4' O.C. MATURE: 3-6' HT. /3-6' WD. / PNW FULL TO PART SHADE/EVERGREEN 0 PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GAL. 116 REFER TO DETAIL 2/ SHEET L3.04 OTTO LUYKEN ENGLISH LAUREL 6' O.C. MATURE: 3' HT. / 6' WD. SUN TO PART SHADE/ EVERGREEN OSARCOCOCCA HOOKERIANA VAR. HUMILIS 5 GAL. 4 REFER TO DETAIL 2/SHEET L3.04 HIMALAYAN SWEET BOX 6' O.C. MATURE: 2' HT. /8' WD. FULL TO PART SHADE/ FRAGRANT/ EVERGREEN GROUNDCOVERS ITEM SIZE QTY. COMMENTS 17 V�°� 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 1 EVERGREEN •••••••4 FRAGARIA CHILOENSIS 4" POTS 1,650 SF REFER TO DETAIL 1 /SHEET L3.04 COAST STRAWBERRY 18" O.C. 845 PLANTS MATURE: < 6" HT. /3' WD. FULL SUN 1 PACIFIC NW NATIVE ...=' PACHYSANDRA TERMINALIS 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/EVERGREEN PT 303 SUN MIX SEED 23,360 SF REFER TO NOTES BY PRO TIME LAWN SEED 7-10 LBS./ 1,000 SF 230 LBS PERENNIAL RYEGRASSES, CHEWINGS FESCUE MISCELLANEOUS ITEM SIZE QTY. COMMENTS vv.........1 v\./ vEXISTING LANDSCAPE TO REMAIN PROTECT ; BARK MULCH TREE RING 'STRUCTURAL INFILTRATION PLANTER PLANT MATERIAL SCHEDULE DATE 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 GIS TSh PART SUN /MOIST/ MASSA 'C' 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 • ,,/, CAREXOBNUPTA 1/2 GAL. 1,500 REFER TO DETAIL 1 /SHEET L3.04 rAgIfA75:4E,... STRICKLER SLOUGH SEDGE 1' O.C. MATURE: 2' - 5' HT. / SPREADING 4,900 SF y SUN 1 MOIST 1 MASS OREGON ,..,' 5,635 PLANTSDESCHAMPSIA CESPITOSA 'BERINGENSIS' 1/2 GAL. 1,500 REFER TO DETAIL 1 / SHEET LS2 Cep �� ii/iB/11 •1 TUFTED HAIRGRASS 1' O.C. MATURE: 0.75 -4' HT. E Ag SUN / MOIST/MASS EXPIRES 11/30/18 - SYMPHYOTRICHUM SUBSPICATUM 1/2 GAL. 567 REFER TO DETAIL 1 /SHEET L3.04 DOUGLAS'ASTER 1' O.C. MATURE: 3' HT. SUN 1 MOIST I MASS TIGARD TUALATIN SD 0 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. T I GAR D SUN TO PART SHADE NOTE: MASS PLANT EACH SPECIES IN EQUAL DISBURSEMENT IN PLANTED AREA SHOWN. HIGH SCHOOL 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 2 ISSUE DATE: MARCH 28, 2018 IX Jurisdiction Stamp Area L 0 V Z ❑ 5 ! cci LANDSCAPE PLANT LEGEND a o 66 Lo N' N. T LLI I L3 . 03 TREE INSTALLATION STEPS: 1. WHILE TREE IS OUT OF THE HOLE bassett,/• REMOVE WIRE BASKET COMPLETELY. f .� �� • LOOSEN TWINE FROM ROOTBALL AND ,%' `�`' architects REMOVE COMPLETELY. �`".1f= , A 2. PLACE TREE IN HOLE. ` 3. UNFOLD BURLAP AND CUT AWAY ,iii,;' r kr,.;- ti AT LEAST 3/4 OF BURLAP. -,�, ,�, 4. BACKFILL TREE ROOTBALL WITH '` '' 'fit. 721 NW 9TH Ave, Suite 350 APPROVED AMENDED SOIL. o = Portland, Oregon 97209 INSTALL BARK MULCH IN 3' DIA. 0 0 •� r+1 � 3/4" WIDTH PLASTIC TREE T (206) 340 9500 F (206) 340 9519 ° • REMOVE CONTAINER FROM PLANT AND '4, iiii - - .i•, TIE-CHAIN LOCK OR (irk 0 SAUCER. SAUCER SHALL BE n ,I/ r SCORE ROOTBALLS TO LOOSEN ANY ' N �r ., :77:11.4:- APPROVED EQUAL OD SOAKED WITH WATER AFTER m o g ' * `:�t' PLANTING. �� A • . ROOTBOUND ND MATERIAL PRIOR TO INSTALL BARK MULCH IN 3' DIA. � +�, '„ �„ o INSTALLATION. SAUCER. SAUCER SHALL BE r "�• I �`�" �� 2"x2"WOOD STAKE DRIVEN ��. �i SOAKED WITH WATER AFTER �J r � � =-,- � 18" BELOW UNDISTURBED CIVIL ENGINEER & LANDSCAPE P FINISH GRADE - r• PLANTING. e . ,• _ s �t _ :; . SOIL AND LONG ENOUGH . el . . • • BACKFILL WITH TOPSOIL. AMENDCardno ir . - , 0 TO SECURE LOWER 2/3 OF 6720 SW Macadam Ave., Suite 200 Q o TOPSOIL PER LAB ANALYSIS AND • TREE TRUNK FROM SWAY. PROJECT SPECIFICATIONS. FINISH GRADE Portland,OR 97219 T(503)-419-2500 EQUAL 111-111= II LIIIIII111=111 =111-1 11-1 I-1--- ---":44- " l-1 I-1 l-�I i 1-I 111111I idAl 1111111III 1,111,111=w 1 I I-II 1=III- STRUCTURAL ENGINEER I II 11T =1 I f-III-I -III I!I-III +1 Li I I!-I 11- i=1!1=11 I `` ` 1 I1=i11=_1 `-111- - `, , • -III= BACKFILL WITH TOPSOILCatena Engineers ALL GROUND COVER SHALL BE PLANTED AT EQUAL -III- 6" 11 l 6" 111--111 =11I. % \ X11=I I TO MINIMUM DEPTH OF 18". 1111 NE Flanders St., Suite 206 11=1 1 , MIN. 1-111-1 -IIIl 12"L ' ' t 1 12"iI=I I V AMEND TOPSOIL PER LABPortland, OR 97232 TRIANGULAR SPACING PER ON CENTER SPACING AS MIN. � _ _ � G� SPECIFIED ON PLANTING PLAN. -I I1 = -III- III-II 1 , r 11- ANALYSIS AND PROJECT T(503)-467-4980 I =III I I I=11 SCARIFY 4" DEEP 1=111-1 MIN. 111 MI i-11 -1II--1 - =111-1-1H-1-111- (1-111- AND RECOMPACT -III- I11= =1Il=I -- I1=11I= SPECIFICATIONS. MECHANICAL ELECTRICAL & LOCATE GROUND COVER ONE HALF OF SPECIFIED II I-1 11-111-111=111=f 11=111=111=�1-f 11-1 I I-1 I =1 I I- I-III- " "' 1(=III-I -I I is SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR ;III:-,III--- - l-I I1-I PLUMBING ENGINEER 1-I f-I I - - OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. :111=111: SCARIFY 4" DEEP Glumac AND RECOMPACT 900 SW Fifth Ave.,Suite 1600 BACKFILL WITH APPROVED TOPSOIL.AMEND TOPSOIL Portland, OR 97204 PER THE LAB ANALYSIS. T(503)-227-5280 FOOD SERVICE CONSULTANT 0 GROUNDCOVER SPACING DIAGRAM SHRUB PLANTINGEVERGREEN TREE PLANTING Webb Foodservice Design 3 3700 SE Lafayette Ct. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE Portland, OR 97202 T(503)-236-8566 STREET TREE ROOT BARRIER REQUIREMENT: COST CONSULTANT INSTALL 18"X 15' ROOT BARRIER* Construction Focus .� • WHERE ANY TREE LOCATION IS WITHIN 740 Almaden St. TREE INSTALLATION STEPS: I • o 5' OF ANY HARD SURFACE PAVING OR GENERAL PLANTING PLAN NOTES: Eugene, OR 97402 1. WHILE TREE IS OUT OF THE HOLE: o 11 UTILITY BOX. INSTALL PER • REMOVE WIRE BASKET COMPLETELY. `.W ,11+ `l o MANUFACTURER'S RECOMMENDATION. T 541 686-2031 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6"BELOW BOTTOM OF TREAT • LOOSEN TWINE FROM ROOTBALL , 0 o ° AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO ORIGINAL GRADE PRIOR TO ADDING THE AND REMOVE COMPLETELY. 0 'APPROVED ROOT BARRIERS: SPECIFIED AMENDED SOIL PER THE PLANS. 2. PLACE TREE IN HOLE. �r DEEPROOT UB 18-2 3_ UNFOLD BURLAP AND CUT AWAY •� / t� , •o NDS EP-1850 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO AT LEAST 3/4 OF BURLAP. o o - r �• OR EQUIVALENT CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING 4. BACKFILL TREE ROOTBALL WITH o "*".1111. • 1,11.- • 0' UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION (.1, Camino APPROVED AMENDED SOIL. SERVICE 72 HOURS PRIOR TO CONSTRUCTION. . . `-� o, o Shaping the Future DO NOT CUT ° G - /" 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY PORTLAND 3/4"WIDTH PLASTIC TREE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE MAIN LEADER • + TIE CHAIN LOCK OR STARTING. 6720SWMACADAMAI/E,STE200,PORTLAND,OR 97219 --- t04 APPROVED EQUAL. TEL:(5o3)4i9-2500 FAX( )4i9-2soo °°J 0 /^~ o o TOPSOIL NOTES: 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE �� n ° LANDSCAPE ARCHITECT. INSTALL BARK MULCH IN 3' DIA. _ 11, 6' MIN. BRANCHING 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE NUMBER IN THE BASE BID SAUCER. SAUCER SHALL BE HEIGHT 5. ROOT BARRIER REQUIREMENT: INSTALL 18"X 15' ROOT BARRIER*WHERE ANY TREE LOCATION IS WITHIN 4" OF SOAKED WITH WATER AFTER TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND SEEDED AREAS AS SPECIFIED BELOW ANY CURB, SIDEWALK, OR DRIVEWAY. PLANTING. 2"x2"WOOD STAKE DRIVEN UNLESS OTHERWISE NOTED. AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND *APPROVED ROOT BARRIERS: DEEPROOT UB 18-2, NDS EP-1850, OR EQUIVALENT. INORGANIC AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT DEVELOPMENT. 18" BELOW UNDISTURBED • SCARIFY ALL PLANTING AREA SUBGRADE TOA DEPTH OF 6". INSTALL &TILL IN 2" LAYER OF AMENDED FINISH GRADE SOIL AND LONG ENOUGH 6. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. m- -:.*:r��e- '?,1,'.,. :; t.�- TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. -111-111- -�� / 1-111-11 r TO SECURE LOWER 2/3 OF • PROVIDE MIN. 12" DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. 1 I I III=111 I(1=111=_1 TREE TRUNK FROM SWAY. 7. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL 1111 (III /�, L i 11 (III "' • PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS MOUNDING REQUIREMENT. BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. I I II I I 12' /i ' \ 12",1111(11 I 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE WITH A STATE MIN. ! �� MI 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. OP =1 I BACKFILL WITH TOPSOIL LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO DETERMINE THE SUITABILITY AND 11IITO MINIMUM DEPTH OF 18". AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL - 9. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING, TO PROVIDE A -1 I1- 1=I -III= =1-11,-. AMEND TOPSOIL PER LAB LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP. AFTER SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS)& EXTRANEOUS -111 - I -III-111=q _ =111- ANALYSIS AND PROJECT RECEIVING RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS REPRESENTATIVE MATERIAL OR DEBRIS. "=1 I I_I I I-I 1 [ .---1q111- I I--"I1=111= ' -I I174 11- SPECIFICATIONS. AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT THE EXISTING ON-SITE SCARIFY 4" DEEP - STOCKPILE WILL BE USED FOR THE PROJECT. AND RECOMPACT 10. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS. IF THERE IS A DISCREPANCY , 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RECOMMENDED AMENDMENTS AND BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC FERTILIZERS AS STATED IN THE SOILS ANALYSIS ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS SYMBOL QUANTITY SHALL GOVERN. DECIDUOUS TREE PLANTING LISTED IN NOTE#6 AND#7 BELOW. 411. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SCALE: NOT TO SCALE 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY(AS DETERMINED BY THE SOIL ANALYSIS)OR SYSTEMS. IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9" OF AMENDED IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT 12. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN o AGREEMENT. CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS o• �, 0 DIRECTED BY THE LANDSCAPE ARCHITECT. • 0 3" MULCH 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE NOTIFIED IN WRITING BY NOTES: •0 o « o 0 o - TOPSOIL THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED ACCORDINGLY. TOPSOIL SHALL BE OBTAINED 13. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING • PLACE MULCH 3" fro 00 FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. AWAY FROM TRUNK. o 4111,10lik o FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.0, • TOPSOIL DEPTH TO 0 ° FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS (ROCKS, 14. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING BEA MINIMUM OF 18" o •WI/ * STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH. AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED BY THE IN PLANTER ISLANDS. eji o ,'•,,: THE IMPORTED TOPSOIL. CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS • SEE STAKING DETAIL fp , • AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. WARRANTY ALL PLANTING FOR A PERIOD OF FOR STAKING IN • TOP OF BARK MULCH 6. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER THE SOIL PLANTERS. 0 •`, •VP-Of 0. TO BE 1" BELOW ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER, INORGANIC MATTER (SILT, ONE (1}YEAR FROM THE DATE OF ACCEPTANCE. BACK OF CURB. CLAY AND SAND), DELETERIOUS MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE15. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND -- , l� , REPORT SHALL ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT"I.E. 2 LBS OF 15-15-15 FERTILIZER. , o' PER 1000SF)OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY LIMESTONE,ALUMINUM SULFATE, G NOTE "A": OR OTHER SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH 16. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO r LANDSCAPE MOUNDING REPORT AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS • � �G • HEIGHT VARIES BASED ON FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW RELEASE FERTILIZERS AND AMENDMENTS PER SOIL PRIOR TO MOBILIZATION. LAB ANALYSIS RECOMMENDATIONS. G _ PLANTER WIDTH AS FOLLOWS: �• o INSIDE MOUNDING 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD 1 PART (2 " 17. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE A TREE PLANTING - o LAYER)OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED TOPSOIL. SUBMIT CUT SHEET OF HUMUS LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN DATE REFER TO PLAN FOR LAYOUT i PLANTER HEIGHT MATERIAL(CERTIFIED FINE COMPOSTED YARD DEBRIS)TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN WIDTH APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE BARK MULCH LAYER 3" DEPTH6' MIN. 3'-4' 3" APPROVAL PRIOR TO MIXING. LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH BACKFILL WITH 18"OF TOPSOIL. , BRANCHING PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. • 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TO A MINIMUM AMEND TOPSOIL PER LAB 4 HEIGHT 5'-9' 6" ANALYSIS AND PROJECT DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH AND 18. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR • 10'-20' 9" OTHER EXTRANEOUS MATERIALS. REMOVE WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE SPECIFICATIONS. al, HERBICIDE TO PREVENT WEED GROWTH. SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN 'i,�'G�5TER CURB An TOP OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER. PLACE REMAINING HALF OF THE PLANTING SOIL ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E. 4" POT LA759 PAVEMENT , ed -i, , VARIES-SEE NOTE 'A'ABOVE MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND ELEVATIONS SHOWN, AFTER LIGHT TO ONE GALLON CONTAINER, 2" CALIPER TREE TO 2.5" CALIPER). i -Ill '�i,,� 111 I I 1 ROLLING AND NATURAL SETTLEMENT. • : . . . . a ,. • I i 1 i-1 -I "r3,`Ir IIlaIl 1 11-1 Wet RCKY . STRICKLER �-� r t t-t • • • - /' •. : _O*i 19. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES -�� 4 II1IIII1III=1 I r ///\"' "511.7,7,\ , �-111-111-Ill- s .; '- •.-4 9. WITHIN TREE WELLS& PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO MINIMUM DEPTH OF �►� ;� +♦ �aI I 1- 1---11--p\\/>i, ��i, i��T��iT �rlll-1 I I--I 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT ' OREGON ' 0:141444144,4011-11H11,-,›:, ,. I \ i�`-5, ,yw,,, �i l II i II I l ♦♦r ♦♦� 18"AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL_AS REQUIRED PER DETAILS AND NOTES. LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE 11�i$�1� 1`s. +444•44•4444444011.-♦♦ ♦ ' 4444 r44I i��i,�i �� <i�i y � �i i�- 444 �G ♦ STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO C X 1, \ . , \ ,\. ,� \.�, , ,\ , . ♦ ♦ 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR IMPORTED TOP SOIL "♦�,♦♦!P4j'�♦7��,44 ,44`!�j4*4".41♦44,444♦ 44,4 �jei' ♦e%jee 44;44♦ �♦� AND HUMUS MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN APPROVAL. IMPLEMENTATION. EXPIRES7 11/30/18 e♦♦ e 'e♦ a e♦ ei a►. - RE-COMPACT SOIL TO 95% RELATIVE COMPACTION. 20. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF TIGARD TUALATIN SD CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING 0 SOIL MOUNDING IN PLANTER ISLAND TOPSOIL NOTES WHICH FAILS TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS TI GAR D SCALE: NOT TO SCALE 6 SCALE: N/A DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 21. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE H I G H ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR n OBSTRUCTIONS, PRIOR TO PLANTING. S C H O O L 22. PLANTING RESTRICTIONS- PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: BOULDER A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT C. WET WEATHER: SATURATED SOIL 9000 SW DURHAM RD. D• . WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. TIGARD, OR.97224 I ---------\ 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. F- JOB NO: 16992.00 23. DO NOT LOCATE TREES IN EASEMENTS. 2/3 HT 2 ISSUE DATE: MARCH 28,2018 1 ---------\•-.. FINISH 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. Jurisdiction Stamp Area GRADE 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE THAT DO NOT WILL BE IXUJ^ -III=11 I-- C j in 11-1 Ir REJECTED. 2" CALIPER TREES MUST BRANCH AT 6' MIN. HT. t 0_ 11 111=1 I I c�-!11=l =1�'11 1/3 HT. I U-I I l=1 I ,d -I 11-111-1 II' CD 1111 11 I i 1 ••o s .•!c1 I I=1 11=111- V --I Fi I f 1 I6 6 �+ - +. • _1 I-III11 11 Z I �_I=I 11-1 I1-1 �. �� ' 4/�� ' I I II=_I_I-1I -I =I1r-�li1-1ir----Iii---IiI��-o� 6 4- c. ��l2II-III-III-1II PLANTING GENERAL NOTES -1 11-1 I =11 =1 i!-I I 1-1 c �� 00c. .. 11= 11= I I=1 H' 0 111. I I I 1 I I_ I.1 I=1 11-1 . EP dP d • ,1 - I ISI I -1 I I-1 II=I I I-1 II-1 SCALE: N/A 0 I1= 1= 1 H 1=1I I- I11=1 HETIFE1 I 1= IF- I1= 11=1 I If 6" PEA GRAVEL 1 11=11 1111111E EH LEI Ed Ed Ed 1=I 1=1 1=111-1 I 1=1 I I d I Ed 1 =11-1_=_f •1=11H-1 11 I I=i I I=111=111-I 11-111=-I 11T111=11 =111=111- 11= 1 I-111=III-=1!I- '1I1 11=111=I 1 1E511I=1 I ET UJ I L III=1 I I----I I -I!el l r 1 I f-1111 11 A I - ''-1 f I-1 I I-1 11=1 11=111=1 11=111-111=111=111- =11 1-"1-1 1- `"'W-"- D -' _11 I 111 1-I 1_ UNDISTURBED co LANDSCAPE SUBGRADE DETAILS & MONUMENT BOULDER: 0 Ct c EXACT LOCATION AND POSITION TO BE DETERMINED BY OWNER'S O NOTES REPRESENTATIVE. 65 r-- 8 BOULDER PLACEMENT w N SCALE: NOT TO SCALE H L3 . 04 -,,,-- co co �__ __ __ _ _� 01 __ l_ MIM MIN cfiTi __ 1_ __ __ __ _I __ _ 11_ bassett/ Iar/�h (� .. ! •"''''"' =-. -A _.._ _._ _ t.53 �� CC• SW DURHAM RD. _ _�_ - P - - - 6 7 8- _ - • _ 91 - ,92 - - - 208 - 'a❖*4.44....♦ 1 44 43 42 41 • 404 .. ... 195 196 200 +• 212 21 ti::•s❖. . 40 a... •... ,.... .... 201 202 204 206 ..•.�.+.+. .❖.•.•ria..❖a . 3 4 5 ... ....a ..... ....... ,...... ... .•. .�., it.+i•.•1•r•.°.•. 210 .❖.•a`. •.':❖.'.•. 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TIGARD HIGH SCHOOL 389 4 ' - 337 / i\ I - I 332 333 334 335 -000000°O% / '. •, • .� • ' •00000. • � \/ \ • ` •aoon°°-- STORMWATER \ PARKING LOT TREE CANOPY LEGEND I - •, , - 38 339 340 341 342 343 344 345 °�i PLANTER O I !I '• •':s' - ri44_, ...„ .. . -- - m �_ � . ,:��,, 349 '� \ PARKING LOT AREA BOUNDARY ��` ► .r�/.�A♦�.• \ ♦ ,..4, ..�♦ IFS`♦ . `�a` 4. ilir ....-..-• - I ,►♦j �I,y%A■,�� ♦l ♦�♦� r 346 a s ►♦1 aft♦ ♦r♦ ►♦/pr.-4 ♦ 348 ♦•7•7-„,i.. •71 ti',a �.. . - STORMWATER QUALIFYING MATURE TREE CANOPY COVER IN PARKING AREAS . : /•,.i 41 %Ik r► f fi ►. kwi 347 ► ��►� ►"�1 �� ♦��1►��•7♦ 1 ��/' . . PLANTER, TYP. ♦,,.as ,��;•�,-♦��.. '�il�♦i :. x;1-7. 1 a "i'4 ►a1;>►♦e� ♦,►. �..•.•7.�'►♦� ��►, . . . • ,' �♦�ii'►i'►�:' ;�►:►♦ � '�♦i `�ii ►`:�•♦ii` ♦► \ • �� 1I ,.. ♦ 4 �� N4+ ►.1 ♦I ' t► ► 1 t>, .►: �•1 ;. i �� PROPOSED TREE MATURE CANOPY OUTLINE I .. �t/+►1,��♦P�/40�♦��♦V�I. �♦ I•7` ►� ♦1 ♦♦♦ �♦♦•7�e♦ ♦��♦a♦1 ►•7!+e♦ �► ♦i ♦♦�'irs►i'I i��i-1 \ . • • ..'�, . . \ \ • 397 ♦1 ♦♦ �►t �►!►a 1�1 1♦a1♦%:Ia►l 40 ��:► j •lisi ..; i ley. i ♦a• �4..r 40.i♦•7� • \ �. .,. :• ; \ y • lir • \\ _ ♦a♦♦♦ PROPOSED TREE CANOPY COVERAGE A j 1 /111, � i►'i`�;c+,:=♦♦♦ � ♦♦4 ,�,,,, ♦ ►♦♦♦�r1�►�♦•7ti a♦♦♦�*rte►�♦♦♦♦ 351 ♦�� ♦♦♦♦�♦ f / ••: ►C♦♦S►a 352 ► , . ►. A \7� .♦Jai►I♦♦ �4-+ t ► ► ♦ \ /• ♦ �,►'�:\��'�.., 388 ♦ ►► 1► ��• -. \': „' '''• %•`•1 1 ♦♦`•*,,Nv �' ♦♦ ♦*♦�►♦/►'meq♦ 350 ►♦♦ ►♦1►.�)•7 ►♦� ♦♦a'�♦♦♦•7�"�♦�\ 1 ,� \ +♦1�� \�♦ i �,••♦ ►`�►/> �,� ° t♦,►.�AIt ♦1.1 11♦,♦►�w �_♦_�1♦1 ♦ !i'1� ' t ;� 1 ,.► PARKING LOT TREE CANOPY REQUIREMENTS i �I " ♦'>��'- 387 0 0:; lr� ►t >♦ 1r3 *1 ► `�� , ��1•7♦♦ ►1•�►.•7, 376 4 . • \.\\`\" 4.. = �1#0........14.. �♦a.4.; •°�' v STORMWATER 359 •• ♦ ► ► ♦♦` 1 . / / . 398 1 1'♦` s,•r�� d• PLANTER >♦f I ` ►a1 I'••_ , . ♦ I ♦�•� ./ . .. •7►' ► ! 1► 1♦ /♦� i:.r..�. ��.�,►•��♦1 .�•7♦♦ Il 1 ti \ \; 1♦♦�� ,� ��:;!� \ PARKING LOT- NORTHWEST t♦A��. ► ;�:��,\ '1/fr�N♦♦•7 �♦ 00.. �' -♦ 35 ♦�1♦\� >♦4P•iti q, 35. 40 WI..? .�►♦fl►��','♦♦ ♦1-�'�`'�`•``'�:'�' ♦ �:%�♦•7 -' \; +►. •�;•�;:r.♦�♦.�• ` • ! .;�\''4-i>4•4•../.,t►♦�i�� ►� ♦•7♦�♦ ♦ '►'� .Z . .., �! te . 1♦t.,. , ...1♦ i♦♦ l \ \ : �♦ ,► . ,':. ,'•;''ee: ♦ + . / � -..: �►�. ♦♦•7♦`� /♦.� �.�.< �1•7`� /.•7•�1 ♦ :,.p!4 ►. ►a♦ ►►1 ��-•:.`. �►a♦�♦i♦♦ ` 1 / i 1•7♦,.�, °\'♦ '�,,,�.. :.�. ►�,1•71,►♦ ♦�i♦`i'7i� ,: a assn , 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 PRESERVERED'FREE CANOPY PRESERVEREO TREE CANOPY PRESERVERED TREE CANOPY PRESERVEREP TREE CANOPY Portland, OR 97219 e6' er <6^ <6• ON NH 01111 T(503)419-2500 purrs R Comfier+ Fewer+ Hers ge OPce«Steed Pmaeneor pla0ee braed4eiep Preserve Heritage epee«seam Preservenr Nom guy, Crean Cowl*. Pretend Reese. Open«sWM Pewee Monne O. Canape Cendlyn Prated Heritage Open ar SGad Peewee mem cane • Meat Rumba, Tree TR. Tragi Steele MRN CR Canopy Crecy Omit? (le) D. Meg Tree? aroe9? wade) Mae IDNeeber Beebe* Pee Samba NRH CQ Ceerw7 WOW 51e4113 (7l'1 Raeeeg RatheR free? rNaeal ReiwveT MpNB Member raw lye. ire 9pequ 0414 WIZ Cantly Canopy LYaMP Ift'f Rating eating Sr..? Sr...? ReaeeeT Mania Weber TreeTpa Yew Spaeiea CRN CRi Cam eases Credit Ser`) R4Rrtg Rating teal Oran/ Rernrw7 1 Sweet Gum liquidambar sryracrfiue 24 36 38 1134 3 3 N Open DEMO 73 American Beech Fagus grana robe 4 8 50 1963 3 3 N Ogen Preserved 143 Bradford Pear Pyres caneryena 7 10.5 14 YES 308 3 3 N Open Preferred 213 Linden lila americana 5 7.5 30 707 3 3 N Open Preserved STRUCTURAL ENGINEER 2 Airier Alnus 33 49.5 41 1320 3 3 N Open DEMO 74 Douglas Rr Pseudorsuge menzie.o 6 9 13 NES 265 3 3 N Open Preserved 144 Sequoia Sequoiadenwonggenteum 5 12 13 YES 265 3 3 N Open Preserved 214 Oregon While Oak Quercus garryana 42 63 70 YES 7693 3 3 N Dpen Preserved Catena Engineers 3 Norway Mage Acer plaranoides 15 22.5 27 YES 1145 3 3 N Open Reserved 75 Douglas Fir Pee..Merge men.../ 6 9 11 YES 190 3 3 N Open Preserved 145 Sequoia Sequaadendron glganteum 8 12 13 YES 265 3 3 N Open Preserved 215 Linden 77.americana 5 7.5 30 707 3 3 N Open Preserved 4 NorwayMaple doerpletanpideb 14 21 28 YES 1231 3 3 N Open Preserved 1111 NE Flanders St.,Suite 206 76 incense Cedar Calmednrsdrcurrens 7 10.5 10 YES 157 3 3 5 Open : Preserved 146 Sequoia SeeeuniadendrongigaIleum 5 12 13 YES 265 3 3 N Open Preserved 216 Linden 77liaamerrcene 5 7.5 30 707 3 3 N Open Preserves Portland, OR 97232 5 Noway Maple *Ter r ptalanoides 14 21 29 YES 1320 3 3 N OPreserved - rw77 Norway Maple Aeer09100(o+aes 14 21 16 YES 402 3 3 N Open . Preserved 147 Sequoia Sequoiadenerrongiganreum 8 12 13 YES 265 3 3 N Open Preserved 217 Linden Tirlaamericana 5 7.5 30 707 3 3 N Open Preserved T(503)467-4980 6 Noway Mete Acer Plalanprdea 17 25.5 35 YES 1923 3 3 N Open Preserved 78 Knobeene Pine Pinus attenuate 5 7.5 20 314 3 3 N Open Preserved 148 SeGuoa Sequoiadendron grgenteum 8 12 13 YES 265 3 3 N Open Preserved 218 Linden Ella americana 4 6 30 707 3 3 NReserved 7 Pin Oak Nereus payee* 2 3 40 I 1.256 3 3 N Open PreservedOpen 79 Newer MOB'. Aaserprianpnes 14 21. 32 YES 1608 3 3 N Open Preserved 149 Norway Maple Acer platerbides 4 6 13 YES 265 3 3 N Preserved 219 PIeO.NMECHANICAL ELECTRICAL & 6 Rn Oak Onerous palustris 4 6 40 ' 1256 3 3 N Open Preserved Open Quertva palustris 3 4.5 40 1256 3 3 N Ppen Preserved • 9 Nowa Made Acer etanoldes 25 375 37 YES 2149 3 3 N 80 Norway Maple Acer ptetenaees 13 19.5 32 YES 1608 3 3 N Open • Presented 140 leeway Mede Acer Otptertoides 4 6 13 YES 265 3 3 N Open Preserved 220 Pin OakPLUMBING ENGINEER Noway dOpen Reserved _ Quercus mewls 5 7.5 40 1266 3 3 N Open Preserved 10 Norway Made Ater Plareeides 24 36 12 YES 1608 3 3 N Open Preserved 81 Norway Maple Acer plalanoides 12 18 36 YES 2035 3 3 N Open ' Preserved 151 Norway Maple Acer plerenoide5 4 6 12 YES 226 3 3 N Open ' Preserved 221 Linden 77la amerrcena 5 7.5 30 707 3 3 N Open Preserved 11 Red Maple Ace rubnan 18 27 30 YES 1413 3 3 N Open Preserved 82 Norway Made bierpgwrwldes 20 30 42 YES 2769 3 3 N Open Preserved 152 Sequoia Sequaiadendroegiganteum 8 12 13 YES - 265 3 3 N Open Preserved i 222 Linden TAieamericana 5 7.5 30 707 3 3 N Open Preserved Glumac 12 Peel Maple Aver rube./ 13 19.5 26 YES 1061 3 3 N Open Preserved 83 Norway Mapie Feerparanoides 16 24 38 YES 2267 3 3 N Open • Preserved 153 Sequoia 58suciadendrongigenleum 8 12 14 YES 308 3 3 N Open Preserved 223 Linden Vilaamericena 5 7,5 30 707 3 3 N Open Preserved 900 SW Fifth Ave.,Suite 1600 13 Red Maple Acerabrum I6 24 31. YES 1509 3 3 N Open • Presented 84 NoneayMapie Acerpatannrees ll 16.5 32 YES 1606 3 3 N Open i Preserved 154 Bmdlor4Pear dyne calleryana 5 7.5 25 491 3 3 N Open Presence 224 Linden miaamenrana 5 7.5 30 707 3 3 N Open Reserved Portland,OR 97204 14 Red Maple Aeerrebrum 16 24 23 YES 631 3 3 N Open Preserved 85 Norway Maple Aterplatan«des 10 15 38 YES 2035 3 3 N Open Preserved 155 Bedford Pear Pyeuscalleryana 8 11 17 YES 454 3 3 N Open Preserved 225 Gine. Gin T(503)-227-5280 pe Ginkgo aloda 3 4.5 45 1590 3 3 k Open Preserved 15 Red Maple Acer...turn 13 19,5 25 YES 581 3 3 N Open Reserved 86 Norway Made Acerplatarrardes 13 19.5 38 YES 2767 3 3 N Open Preserved 156 Bradford Pear Fyno celery-ere 9 13.5 14 YES 308 3 3 N Open Preserved 226 Hnabcone Pine Pinus attenuate 9 13.5 10 YES 157 3 3 N Open Preserved 16 Cherry Prunus amen 3 4.5 20 314 3 3 N Open Preserved FOOD SERVICE CONSULTANT 87 Norway Mapie Ace,plaPeeCi3es 11 16.5 40 YES 2512 3 3 N Open Preserved 157 Bradford Pear Pyres calreryaru 9 13.5 14 YES 308 3 3 N Open Preserved 227 Incense Cedar Calocedron decirrrens 5 7.5 15 177 3 3 N Open Preserves 17 Norway Maple Ater pral0 reifies 10 15 12 YES 226 3 3 N Open Preserved 89 NonaayMapie Aoerplatanlnl es 14 21 38 YES 2267 3 3 N Open Preserved 158 Bradford Pear Pyrusoa1eryarra 7 10.5 14 YES 308 3 3 N Open Preserved 228 American Beech Fag.granddol+a 3 45 10 79 3 3 N Open DEMO Webb Foodservice Design 18 Norway Made Acerplaranoldes 10 15 11 95 3 3 N Open DEMO 19 Kinpill Cypress Chamaeryparis oWusa 7 10 S ]ria 177 3 3 N Open DEMO 89 Norway Maple Aver plarannldes 14 21 36 YES 2035 3 3 N Open Preserved 159 Bradford Pear Pyres o011eryana 8 12 14 YES l 308 3 3 N g gr Upon DEMO Open Preserved 229 American Fa us andirmre 3 4.5 10 79 3 3 N 3700 SE Lafayette Ct. 20 Norway Maple Aoerplaranades 14 21 21 346 3 3 N open DEMO 90 KnobmnePlne H'nusattenuate 5 7.5 20 314 3 3 N Open Preserved 160 Bradford Peer Pyrscalieryana 7 10.5 18 YES 402 3 3 N Open Preserved 230 AmerkanBeech Fagusgienditelra 3 4.5 10 79 3 3 N Open DEMO Portland,OR 97202 21 Norway Maple Ater plateeoldes 6 12 17 227 3 3 N Open l 1)E510 91 Knobcwle Pine Anus etten.ale ' 4 6 20 354 3 3 N Open Preserved 181 Bradford Pear Pyres calleryana 7 10-5 20 YES 628 3 3 N Open Preserved 231 Incense Cedar CaieeneOoe Peweenn 3 4.5 5 20 3 3 N Open DEMO T(503)-236-8566 23 Norway Maple Acer'serenades 11 16.5 17 227 3 3 N Open DEMO 92 Knabcone Pine Pinus attenuate 4 6 20 314 3 3 N Open Preserved 162 Brainard Peer Pyres calleryana 10 15 21 YES 692 3 3 N Open Preserved 232 Incense Cedar Calocedrr¢decumens 3 4_5 5 20 3 3 N Open DEMO 23 Norway Maple Acerplalanoides 14 21 24 452 3 3 N Open DEMO 93 E001c8nePine Pinusarlenuate 4 6 20 314 3 3 N Open - Preserved 163 Bradford Pear Pyrusealleryana 9 13.5 20 YES 628 3 3 N Open Preserved i 233 KnnbcoriePine Pinks attenuate 8 12 10 79 3 3 N Open DEMO COST CONSULTANT 24 Nonea.Maple Acerplatenoides . 14 21 22 380 3 3 N Open DEMO 94 KrwbeenePee Pin.attenuate 4 5 20 314 3 3 N Open Preserved 164 Bradford Pear Pnusea/feryena 2 3 25 491. 3 3 N Open Preserved 234 Incense Ceder Carooedrusdecurrens 8 12 10 79 3 3 N Open DEMO Construction Focus 25 Norway Made Acer platanohies 13 19.5 24 452 3 3 N Open DEMO 95 American Beech Fages grandlfe a 3 4.5 50 1963 3 3 N Open Preserved 165 Bradford Pear Para calleryana 8 12 20 YES 628 3 3 N Open Preserved 235 Norway Maple Acer platanoides 2 3 0 0 1 N 28 incense Cedar Calocedrusdecurrens 15 22-5 14 I 154 3 3 N Open DEMO . Oven DEMO DBH = DIAMETER AT BREAST HEIGHT(4') 740 Almaden St. 96 American Beech Fagus grandee 4 6 50 1963 3 3 5 Open Preserved 166 Bradford Pear P ...Tracele rue ryace 9 13.5 16 YES 509 3 3 N Open Preserved 236 Norway Maple Acer piatanoldes 3 4.5 10 79 3 3 N Open DEMO 27 Norway Made Acer paranoides 7 10.5 1.2 113 3 3 N Open DEMO Eugene, OR 97402 97 American Beech logosgranarnva 3 4.5 50 1963 3 3 N Open Preserved 167 Bradford Pear Pyrescalleryana 11 16.5 15 YES 567 3 3 N Open Preserved 237 Norway Maple AcerplataneSdes 3 4.5 10 79 3 3 N Open DEMO T 541-686-2031 28 NonnayMaple Aoer000197oides 6 9 9 64 3 3 N Open DEMO - CONDTION RATING: 98 Knabeone Pine Pins ettenuale 3 4.5 20 314 3 3 N Open Preserved 168 Bradford Pear Pyres caileryena 12 18 21 YES 691 3 3 N Open Preserved 238 Sequoia Segooiadendron giganleurri 10 15 15 177 3 3 N Open DEMO 29 tncenseCedan Womb.decwrerrs 13 19.5 20 314 3 3 N Open DEMO Pyrescalleryana 6 9 18 YES 402 3 3 N Open Preserved 239 Sequoia Sequoiadendrongiganteum 30 15 15 YES 353 3 3 N Open Preserved 0 - DEAD TO SEVER DECLINE 99 Knoi>cone Pine Pin.attenuate - 3 4.5 20 314 3 3 N Open Preserved 169 Bradford Pear 30 Red Maple Acer abrupt 6 9 22 380 3 3 N Open DEMO 1 - DECLINING 100 KnvSeOre Pine Pinus atteeeal4 3 4_5 20 314 3 3 N Open Preserved 170 Bradford Pear Peon ceder.. 7 10.5 22 YES 692 3 3 N Open Preserved 240 Sequoia Se9uolatlendmn gtganlcum 20 15 15 YES 353 3 3 N Open Preserved 31 Red Maple Acer mecum- 7 10.5 23 415 3 3 N Open DEMO 101 Bradford Pear Pyres caneryana 4 6 25 491 3 3 N Open Preserved 171 Bradford Pear iyrus calleryana 7 10.5 15 YES 353 3 3 N OpenPreserved 241 Sequoia SequpladenManglgenkvrm 5 7.5 50 1 1963 3 3 N Open Preserved 2 -AVERAGE 32 Red Maete Acer redeem 10 15 24 452 3 3 N Open DEMO - 102 Norway Maple Acerparenmrtes • 3 4.5 0 YES 127 3 3 N Open Preserved 172 American Hornbeam Carpin,.roeneinraea 3 4.5 20 314 3 3 N Open Preserved 242 Norway Maple gearplefanoides 3 4.5 5 YES I 39 3 3 N Open Preserved 3- GOOD TO EXCELLENT 33 Red Mapie Aur rubrurn 18 27 26 531 3 3 N Open DEMO 103 Norway Maple Acer plalanoides 3 4.5 7 YES 77 3 3 N Open Preserved 173 American Hornbeam Cardinus caralinland a 6 20 314 3 3 N Open Preserved 243 Norway Maple Acer Waranoldes 2 3 5 YES 39 3 3 N Open Preserved 34 Red Made Acerrudtan 11 16-5 17 227 3 3 N Olden DEMO ___ PRESERVE RATING: �ardr�o 104 Norway Maple Acer platanoedes 3 4.5 6 YES 57 3 3 5 Open Preserved 174 Amerman Hornbeam Cardin.nroliniane 4 6 20 314 3 3 N Open Preserved 244 Norway Made Acer pUpnpides 6 9 70 NES 628 3 3 N Open Preserved 35 Rao Maple Ace.riA]fure 13 19.5 17 227 3 3 N Dpen DEMO 0 - HAZARD TREE, REMOVE 105 Norway MapleAter Arplero nolcps 3 4.5 6 YES 57 3 3 5 Open Preserved 175 Amerkan Nwan noeam Carpnus naroana 4 6 20 314 3 3 N open Preserved 245 Oregaiwhine Oak Qeve c+a garryana 33 49.5 0 3 3 N Stand Presenia Cr, 36 Red Maple Acerrpbnan 12 16 113 254 3 3 N Open DEMO 106 Radford PeerShaping the Future Pairs raneryena 3 4-9 25 491 3 3 5 Open Preserved iTB Arricnwn HLxrWeem Carefree carorrniana 3 45 20 31.4 3 3 N Open Preserved 248 Oregon Whet Ooh Einem.Wyo. 18 27 0 3 3 N Stated Preserved 37 Red Maple Aperrabrum 12 13 19 283 3 3 N Open DEMO 1 - DEAD, SEVERE DECLINE, OR 107 Bradford Pear Nees ralreryana 4 6 25 495 3 3 N Open Preserved 177 American Hornbeam Grpnus ramfinlana 4 6 20 314 3 3 N Open Preserved 247 Canton when Oak Quercus garryana I6 24 0 3 3 N Sere Preserved PORTLAND 38 Red Maple Aperrutum 13 19-5 18 254 3 3 N open DEMODECLINING. PRESERVE ONLY FOR 108 Bradford Pear Pyres calreryana 3 4.5 25 491 3 3 N Open Preserved 178 Meese elm Olmrs parvilala 3 4.5 12 95 3 3 N Open DEMO 248 Oregon White Oar puerdhrs gerryana 32 48 0 3 3 N stand Preserved 39 Deodora Ceder Cede dee.. 28 42 50 1963 3 3 N open DEMO 109 Snoop Seouoiedendrpn - 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 gigarneure - 4 6 50 1983 3 3 N Open Reserved 1.79 Chinese elm Lees 3 4.5 10 79 3 3 N Open DEMO 249 Oregon White Oak Quercusgarryana 33 49.5 0 3 3 Stand Preserved WILDLIFE SNAG 40 Norway Maple Acer peraeeldes 12 18 27 YES 1145 3 3 N Open Preserved N! TEL:(503)419-2500 FAX:(503)419-2600 110 Segued Sequoiadendron giganleum 4 6 50 1963 3 3 5 Open Preserved ISO Chinese dim {emus parvifolia 4 6 12 113 3 3 N Open DEMO 250 Oregon Where Oak Quercus gansnna 42 63 ` 0 3 3 9 Stand Preserved 41 Norway Maple Acer platano+des 11 18.5 25 YES 981 3 3 N Open Preserved I WVYN!card to.c4F17 111 Sequoia Sequoiedendronglgaeteum a 6 50 1963 3 3 N Open Preserved 181 NonvayMeeln Acerplatanoides 2 3 8 50 3 3 N Open i DEMO 251 Creator White Oak Onercrngarryana 27 40.5 0 3 3 N Steed Preserved 2 -AVERAGE HEALTH OR 42 Birch eelcia 4 6 35 707 3 3 N Open Preserved 112 Sequoia Se400ladendrongigenteum 3 4.5 50 1983 3 3 N Open Preserved 182 Cherry Prunisawum 5 7.5 10 79 3 3 N Open DEMO 252 Oregon White Oak Qerercusgarryena 23 34.5 0 3 3 5 Stand Preserved STRUCTURAL STABILITY, PRESERVE 43 Birch Betula 4 8 30 7137 3 3 N Open Preserved ' 113 Sequoa Sesuchadendrongrgaereonr 3 4.5 50 1963 3 3 N Open Preserved 183 Cherry Prunusavivm 5 7.5 10 1 79 3 3 N Open DEMO 253 Oregon White Oak clew.garryana 23 34.5 0 3 3 N Stand Preserved WITH TREATMENT. 44 Birch Reryle 3 4.5 30 707 3 3 N Open Reserved I 114 Norway Maple Acer IAatencedes 3 4.5 7 YES 77 3 3 N Open Preserved 184 Cherry Pre.aHdm 5 7.5 10 I 79 3 3 N Open DEMO 254 Oregon Waite Oak Overeat garryana 22 33 0 3 3 N Stand Preserved 45 Elm L'Imes americana 4 6 50 1983 3 3 N Open Preserved 115 Norway Maple Acer platanoides 3 4.5 6 YES 57 3 3 N Open Preserved 185 Chinese elm Lamm parefeil3 5 7.5 23 415 3 3 N Open DEMO 255 Oregon White Oak Ot emusa g rryana 22 33 0 3 3 N Stand Reserved 3- GOOD TO EXCELLENT HEALTH, 48 Elm elm.,emrenrane 4 8 5p 1963 3 3 N Open Preserved 116 Sequoia Sequierdeneron grganreum 4 6 50 1963 3 3 N Open Preserved 166 Chinese elm 0lmusperwYofia 5 7.5 20 314 3 3 N Open DEMO 256 Oroprnr Poor.(Sal Qeercesgarryana 40 BO 2 3 3 N Stand Preserved 47 Elm 1.110/1131.110/11Wrier/Canee aer/Cane 4 6 50 1963 3 3 N OpPreserved eserved PRESERVE. 117 Sequoia Sequoiadendrongganleum 4 6 50 1563 3 3 N Open Preserved 187 Incense Cedar Caleoedna decvrrens 8 12 10 79 3 3 N Open DEMO 257 Oregon Write Oak Quercus garryana 18 27 0 3 3 N Stand Preserved 48 Elm Ulrrrus americana 5 7.5 50 1963 3 3 N Open Reserved 118 Sequoia Sequdadendroe gganteum 4 6 50 1963 3 3 N Open Preserved 188 Segwie Sequoiaileedron giganleum 3 4.5 5 20 3 3 N Open DEMO 258 Orogen White Dar. Quercus garryana 26 39 0 3 3 N Stand Reserved 49 Elm Dimes americana 5 7.5 50 1983 3 3 N Open Preserved 119 Norway Maple Acer platerwliePS 3 4.5 5 YES 39 3 3 N Open Preserved 189 incense Ceder Calocedrus dacerrees 8 12 10 79 3 3 N Open DEMO 259 Oregon White Oak Quercus garryarro 30 45 0 3 3 N Stand Preserved 50 Cherry Prunus aurum 6 9 15 YES 353 3 3 N Open Preserved 120 Japanese Maple Acer premature 6 9 16 YES 157 3 3 N Open • Preserved 190 Shore Pine Pinus cantors 13 19.5 15 177 3 3 N Open . DEMO 260 Oregon White oak Qnefeon genyana 32 48 0 3 3 N Stand Reserved 51 Cherry Prunus arum 6 9 15 YES 353 3 3 N Open Preserved 121 Japanese Maple Acer pelmelum 4 6 15 177 3 3 N Open Preserved 191 Pm Oak Querns paloenna 4 6 46 1258 3 3 N Open Reserved 261 Oregon White Oak Quercus garryana 20 30 0 3 3 N Stand Preserved 52 Cherry Rumor avium 6 9 17 YES 454 3 3 N Open Preserved 1.22 Japanese Maple Ace,patmatum 3 4.5 15 177 3 3 N Open Preserved 192 Rn Oak Quercus ealustrs 4 6 40 1256 3 3 N Open Preserved 262 OreWhite ask Oregon Querns garryana 20 30 0 3 3 N Seared Pr¢aerved 53 Chinese elm Van.pamfalia 5 7.5 35 I 962 3 3 N Open Preserved 123 Bradford rear Pea eelleryene 4 6 25 491 3 3 N Open Reserved 153 Crab Apple Males sytresrrrs 9 13.5 15 1ES 353 3 3 N Open Reserved 263 Oregon White Oak Preens garrydno 40 60 0 3 3 N Stand Preserved 54 Chinese elm Ulmus parole/2a 6 9 17 YES 454 3 3 N Open Preserved 124 Bradford Peer Pyres cailery era 4 6 25 491 3 3 N Open Preserved 194 Bradford Peer Pyres CalJeryana 2 3 25 491 3 3 N Open Preserved 264 Chinese elm l4mug pa7yih71ia 4 5 35 952 3 3 N Open Preserved 55 Chinese Nm Olmus earvfapa 6 12 24 YES 904 3 3 N Open Reserved 125 Bradford Pear Pyres calleryana 4 e 25 491 3 3 el Open Reserved 195 Norway Maple Acer pt.snide, 15 22.5 29 YES 1329 3 3 N Open Preserved 285 Chinese elm (imus parvIdelie 4 6 35 962 3 3 N Oven Preserved 56 American 35252 FagusgrandifoOa 5 7-5 50 1963 3 3 N Open Preserved 126 Bradford Pear Pyns oalleryana 3 4.5 25 491 3 3 N Open i Preserves 196 Norway Maple Acer patanaide_s 15 22.5 25 YES 981 3 3 N Open Preserved 266 Oregon when Oak Quercus ganyana 49 73.5 50 YES 3925 3 3 N Open Preserved 57 American Beech Fagus grendiadie 5 7.5 50 1963 3 3 N Open Preserved 127 Sweet Gum llquldembar Meade. 9 135 1B YES 509 3 3 N Oven ' Preserved 101 Bradford Pear Fries calleryana 2 3 25 491 3 3 N Open • Preserved 267 Crao Apple Mans sytoesleS • 7 10.5 15 YES 353 3 3 N Open Preserved 58 American Beech Fegus grandifvlla 5 7.5 50 1963 3 3 le Open Preserved 128 Sweet Gum Liquidamber slyredMea 5 9 12 YES 228 3 3 N Open Preserved 196 Bradford Pear Petits cellerrena 4 6 25 491 3 3 N Open Reserved 266 Coad Apple Malar.syhestrie 8 12 17 YES 454 3 3 N Open Preserved 59 Amenoan Beech Tagus grandifolia 4 6 50 1993 3 3 N Open Preserved 129 Sweet Gore fiquidamber slyracelue 4 6 25 491 3 3 N Open Preserved 099 &&shed Pear Pane caperyane 4 6 25 491 3 3 N Open Preserved 269 Crab Apple 91805 syhesais 5 7.5 20 314 3 3 N Open Preserved 60 American Beech Fagusgrandifdra 5 7.5 50 1963 3 3 N Open Preserved 130 Sweet Gum Liquwamaar sryracmia 6 9 20 YES 628 3 3 N Open Preserved 200 linden rigid americana 5 7.5 30 707 3 3 N Open Preserved 270 Crab Apple Matra syNrtNs _• 7.5 20 314 3 3 N Open Preserved 61 Amen®n Beach Fag.grandlldie 3 4.5 5G 1963 3 3 N Open Preserved 131 Sweet Gum Liquldeer5er slyracrena 5 7.5 25 491 3 3 N Open Preserved 201 Linden Tylia americana 5 7.5 30 1 707 3 3 N Open Preserved Galatia pyppq,.. Tafel pewwwa 62 American Beech Fagvsgrandifptia 4 B 50 1983 3 3 N Open Preserved um iJWiddmAars Sled# noel*. Tris Spades Sea MN nRaring Rating C .prOr') (R') 0ereeeepe 132 Sweet G IyraOMua 4 6 25 491 3 3 N Open Preserved 202 Linden fila arnencana 5 7.5 30 707 3 3 N Open Preserved 63 American Beech Fagus grandirdia 4 5 50 1983 3 3 N Open Preserved i 1.33 Sweet Gum Liglidambar sryrecld. 4 6 25 491 3 3 N Open Preserved 203 Bradford Pear Pyrue caueryane 9 13.5 16 YES 353 3 3 N Open Preserved 1 Oregon white Oak QuerG[6 gartered 27 3 3 YES j 43705 100% 4245•nen imam* 64 Incense Ceder Calocedrus decuaerra 5 7.5 15 177 3 3 N Open Preserved 134 Sweet Gum Uquidemhar styrenieee 6 12 12 YES 226 3 3 N Open ' Preserved 204 Pin Oak Quercus oaldsu8 9 13.5 15 YES 353 3 3 IN Open Preserved 65 Incense Cedar Caloeedrus dee rens 5 7.5 15 177 3 3 N Olen Preserved 135 Sweet Gum Iiquidemyar speermrra 5 7.5 25 491 3 3 N Open Preserved 205 Bradlnrd Pear ares wee/sena • 2 3 25 491 3 3 k Open Preserved TOTAL CANOPY PRESERVED 220554 66 Sequoia Sequoladendrnngiganteum 5 12 10 YES 157 3 3 N Open Preserved 136 Incense Cedar Calocedess decurrens 11 16.5 15 YES 402 3 3 N Open Preserved 206 Rn Oak Cercus palaeirls 9 13.5 25 YES 961 3 3 N Open Preserved 67 Sequoia Se9 oiadendrongrganrewn 6 1.2 10 YES 157 3 3 N Open • Preserved 137 Incense Cedar Careceekus decdreene 14 21 18 YES 509 3 3 N open - Preserved 207 Bradford Pear Pyres ealleryane 3 4.5 25 451 3 3 N Open Preserved 68 Amencen Beech F4gusgrendilolia 4 6 50 1963 3 3 N Open - Preserved 138 Bradford Pear Ayres carleryere 7 10.5 16 YES 402 3 3 N Open Preserved 208 Pin Oak Uuerua palustris 5 7.5 10 1755 3 3 N Open Reserved 69 Knot:Re ne Pre Pines attenuate 5 7.5 20 314 3 3 N Open Preserved 139 Bradford Pear Pins carleryana 7 10.5 12 YES 226 3 3 N Open Preserved 209 Bradford Peer Peres callerjena 4 6 25 491 3 3 N Open Reserved 70 Knoboone Pine Pince attenuate 4 6 20 314 3 3 N Open Preserved 140 Bradford Pear Pea carleryana 12 18 13 YES 265 3 3 N Open Preserved 210 Rn Oak Quercus palustris 6 9 12 YES 226 3 3 N Open Preserved 71 Eoegles Fu Pseedotsuga menenesii 6 9 13 YES 285 3 3 N Open Preserved 141 Bradford Pear ii/pen carleryena 7 10.5 16 YES 402 3 3 9 Open Preserved 211 Bradford Pea.. Preacalleryana 4 6 25 491 3 3 N Open Preserved 72 Areenven Beeth Fagus grandfnire 4 6 50 1983 3 3 N Open Preserved 142 Bradford Pear Pea caaeryena 7 10,5 14 YES 308 3 3 N Open Reserved 212 Linden Elia americana 4 6 30 i 707 3 3 N Open Preserved Pagel d 4 Pegs 2 of 4 Pte 3 obi Paws ora EXISTING TREES - PRESERVED & DEMOLISHED TREE DATA EXISTING TREES- PRESERVED & DEMOLISHED TREE DATA NOTES: 1. ALL EXISTING TREE DATA IN THE EXISTING TREES- PRESERVED & DEMOLISHED TREE DATA TABLE IS FROM THE TREE INVENTORY &ASSESSMENT REPORT PREPARED BY THE ARBORIST, OREGON TREE CARE (1212017). 2. ALL EXISTING TREES TO BE REMOVED AS PART OF THE TIGARD HIGH SCHOOL /` \ DATE EXPANSION PROJECT ARE LISTED AS "DEMO" IN THE "PRESERVE OR REMOVE?" COLUMN, AND SHOWN ON SHEET L1.00 TREE PRESERVATION AND REMOVAL PLAN. THE CANOPY OF THE DEMO TREES ARE NOT INCLUDED IN THE OVERALL SITE TREE CANOPY CALCULATION. a. EXCEPTION -TREE#235 NORWAY MAPLE IS THE ONLY TREE RECOMMENDED �0 p%S T.% BY THE ARBORIST FOR REMOVAL DUE TO POOR HEALTH. THIS TREE IS LOCATED OUTSIDE OF THE AREA OF DISTURBANCE FOR THIS PROJECT, BUT ISLA75 INCLUDED IN THE DEMO PLAN. • ECKY aaa..ER 3. EFFECTIVE TREE CANOPY OF EXISTING TREES PRESERVED e TOTALS IN COLUMN "CANOPY (FT2)" REFLECT THE EXISTING CANOPY DOUBLED FOR 7,.%il OREGON 4 ALL TREES AND STANDS GREATER THAN 6" DBH PRESERVED, AND THE FULL MATURE vsC 11/18/1��s� CANOPY FOR ALL TREES LESS THAN 6" DBH PRESERVED (TIGARD URBAN FORESTRY �4pE Ps-V.C.?.' Mature Campy Mature Canopy Mature Canopy Mature Canopy• Caliper Canopy Native Mature Opener %Over ArwOwp Caliper Canopy Native Mature Opener %Over Area Neel Caliper Canopy Native Mame Open or %Over Area Over Caliper Canopy Native Mature Open or %Over Area Over. MANUAL, SECTION 10, PART 3, M). EXPIRES 11/30/18 Tree ID or Spread {z Canopy Stand Parking Palfdfl( Parldng Ti..ID or Spread {r Canopy Stand Parking Parkins I Parking Tree In Yr Spread Ix Canopy Stand Parking Parking Parking Tree 10 or Spread {z Canopy Stand Parking Parking PaNling Number Tree Type Tree Species Height (R) 1.251 (se) croon? Int (R') Area Krim Tree Type Tea Species Height IRI 1.251 (re) grown? W MI I Aram Number Tree Type Tree Species Height (R) 1.25) ( ') Grimm? Int (re) Area Number Tree Type Tree Specks Height (ti*) 1.25) (ft') Grown? Lot (R') Area EXISTING PRESERVED TREE CANOPY IN SQUARE FEET l5 CALCULATED AS FOLLOWS: 333 MUSASHINO ZELKOVA ZELKOVA$ERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 364 GINKGO 61510100 BILOBA 1.5 45 1590 Open 100% 1590 NW 395 EASTERN REDBUD CERC7S CANADENSIS 1.5 25 491 Open NIA 301 PONDEROSA PINE PINUS PONDEROSA 6'HT 40 YES 2570 Open 22% 343 NW 334 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO 1.5 15 177 Open 100% 177 NW 365 GINKGO GINKGO BILOBA 1.5 45 1590 Open 97% 1545 NW 396 EASTERN REDBUD CERCIS CANADENSIS 1.5 25 491 Open NIA 302 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1,5 46 2256 Open 2796 343 NW 3.35 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 366 BIGLEAF MARE ACER MACROPHYLLUM 1.5 50 YES 2453 Open 24% 589 NW 397 KATSURA CERCIDIPH'YLLUM)APONICUM 1.5 40 1256 Open NIATI GARD TUALATI N SD 303 OCTOBER GLORY MAPLE ACER RUBRUM OCTOBER GLORY 1.5 40 1256 Open 27% 343 NW 336 VOID 367 MUSASHINO ZELKOVA ZELROVASERRATA'MUSASHINO` 1.5 15 177 Open 78% 137 NW 398 KATSURA CERCIDIPHYLLUM JAPONICUM L5 40 1256 Open NIA 2X CANOPY OF PRESERVED TREES, >6" DBH 78,800 SF 304 OCTOBER GLORY MAPLE ACER RUBRUM OCTOBER GLORY 1.5 40 1256 Open 27% 343 NW 337 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 Open NIA 368 MUSASHINOZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 65% 114 NW 399 KATSURA CERCIDIPHYLLUMJAPONICUM L5 40 1256 Open NIA 2X CANOPY OF PRESERVED STANDS, >6" DBH 43,786 SF 305 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 27% 343 NW 338 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 369 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASMINO' 1.5 15 177 Open 84% 149 NW 400 KATSURA CERCIOIPHYLLUM JAPONICUM 1.5 40 1256 Open NIA FULL MATURE CANOPY OF PRESERVED TREES, <6n DBH 98,243 SF TIGARD 306 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY' 1.5 40 1256 Open 27% 343 NW 401 KATSURA CERCIDIPHYLLUM JAPONICUM L5 40 1256 Open WA 339 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 370 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 84% 149 NW 307 OCTOBER GLORY MAPLE ACER RUBRUM OCTOBER GLORY L5 40 1256 Open 27% 343 NW340 MUSASHINO ZELKOVA ZELKOVA SERRATA MUSASHINO' L5 15 177 Open 100% 177 NW 371 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 84% 148 NW 402 VOID 308 PONDEROSA PINE PINUS PONDEROSA 6 HT 40 YES 1570 Open 17% 265 NW403 KATSURA CERCIDIPHYLLUM JAPONICUM 1.5 40 1256 OpenWA 341 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 372 MUSASHINOZELKO 'M VA ZELKOVASERRATAUSASHINO' 15 15 177 Open 84% 148 NW EXISTING PRESERVED TREE CANOPY CALCULATION TOTAL: 220,554 SF 309 PONDEROSA PINE PINUS PONDEROSA 6'HT 40 YES 1570 Open 10% 160 NE 404 PACIFIC DOGWOOD CORNUS NUTTALLII 1.5 40 YES 1570 Open NIA HIGH 342 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 373 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 310 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 38% 479 NE405 IVORY SILK TREE LILAC SYRINGA RETICULATA'IVORY SILK' 1.5 15 177 Open WA 343 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 374 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO 1.5 15 177 Open N1A 311 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY' L5 40 1256 Open 39% 491 NE I 406 IVORY SILK TREE LILAC SYRINGA RETICULATA'IVORY SILK' 1.5 15 177 Open WA 344 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 87% 1531 NW 375 MUSASHINO ZELKOVA ZELKCVA SERRATA MUSASHINO' L5 15 177 Open NIA 312 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 39% 491 NE 345 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 87% 153 NW 376 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open NIA 407 IVORY SILK TREE LILAC SYRINGA RETICULA TA'NORYSICK' 1.6 15 177 •Open WA 313 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 39% 491 NE 408 IVORY SILK TREE LILAC SYRINGA RETICULATA TVORYSfLK' 1.5 15 177 Open NIA 346 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 Open 100% 2453 NW 377 GRAND FIR ABIES GRANDIS 6'RT 40 YES 1570 Open NiA SCHOOL 314 OCTOBER GLORY MARE ACERRUBRUM'OCTOBERGLORY i5 40 1256 Open 39% 491 NE 409 IVORY SILK TREE LILAC SYRINGARET7CULATA'IVORYSILK` 1.5 15 177 Open I NIAPROPOSED NEW TREE DATA NOTES: 347 GINKGO GINKGO BILOBA 1.5 45 1590 Open 100% 1590 NW 378 GRAND FIR ARIES GRAND'S 6'HT 40 YES 1570 Open NIA 410 IVORY SILK TREE LILAC SYRINGA RETICUCATA'fVORYSICK' 15 15 177 OpenWA 315 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 15 40 1256 • Open 39% 491 NE 348 GINKGO GINKGO 81LOBA 15 45 1590 Open 98% 1556 NW 379 GRAND FIR ARIES GRANDIS 6'HT 40 YES 1570 Open WA 411 NORY SILK TREE LILAC 5YRINGA R£RCULATA'NORYSILK' 15 15 177 Open WA316 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY L5 40 1256 Open 37% 470 NE I I 318 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 349 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 Open 24% 580 NW 380 GRAND FIR ABIES GRANDIS 6'HT 40 YES 1570 Open 1 WA 412 IVORY SILK TREE LILAC SYRINGARETICULATA'IVORYSILK L5 15 177 Open NIA EFFECTIVE TREE CANOPY OF PROPOSED TREES 319 MUSASHINOZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 350 GINKGO GINKGO BILOBA 15 45 1590 Open 100% I 1590 NW 381 GRAND FIR ABIES GRANDIS 6'HT 40 YES 1570 Open NfA 413 IVORY SILK TREE LILAC SYRINGARETICUL4TA'IVORY SrLK' 1.5 15 177 Open NIA TOTALS IN COLUMN "MATURE CANOPY(FT2)" REFLECT THE MATURE CANOPY OF 351 GINKGO GINKGO 81LO84 1.5 45 1590 Open 100% 1590 Nw 382 GRAND FIR ABIES GRANDIS 6 HT 40 YES 1570 Open NIA 414 IVORY SILK TREE LILAC SYRINGA RETICULATA YVORYSILK' 1.5 15 177 Open NIA 320 MUSASHINO ZELKOVA ZELKOVA SERRATA'Ml/SASHINCY 1.5 15 177 Open 100% 177 NW 352 BIGLEAFMAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 Open 24% 589 NW 383 EASTERN REDBUD CERCISCANADENSIS 1.5 25 491 Open NIA EACH NATIVE TREE SPECIES MULTIPLIED BY 1.25, AND NON-NATIVE TREE SPECIES 321 MUSASHINO ZELKOVA ZELKOVA SOMATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 353 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 100% 1256 NW 384 OREGON WHITE OAK QUERCUSGARRYANA 1.5 50 YES 2453 Open 27% 654 NW TOTAL CANOPY IN SQ.F7. 126,405 AT THE MATURE CANOPY (TIGARD URBAN FORESTRY MANUAL, SECTION 10, PART 3, 322 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 354 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 100% 1256 NW 385 OREGON WHITE OAK QUERCUSGARRYANA 1.5 50 YES 2453 Open 27% 654 NW TOTAL NATIVE TREE CANOPY 62996 M) 9000 SW DURHAM RD. 323 PACIFIC DOGWOOD CORNUS NURALLff 1.5 40 YES 1570 Open NIA 355 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 100% 1256 NW 386 OREGON WHITE OAK QUERCUS GARRYANA 1.5 50 YES 2453 Open 27% 654 NW TOTAL NON-NATIVE TREE CANOPY 63408 TIGARD, OR.97224 324 PACIFIC DOGWOOD CORNUS NUTTAl1rr 15 40 YES 1570 Open N/A 356 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 46 1256 Open 100% 1256 NW 387 OREGON WHITE OAK QUERCUS GARRYANA 1.5 50 YES 2453 Open 27% 654 NW TOTAL FOR NW PARKING SHADE 50,2211 NW Open325 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 80% 1963 NW 357OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY 1.5 40 1256 Open 100% 1256 NW 389 OREGON WHITE OAK QUERCUS GARRYANA 1.5 50 YES 2453 Open 27% 654 NW TOTAL FOR NE PARKING SHADE 3.564 NE PROPOSED NEW TREE CANOPY IN SQUARE FEET IS CALCULATED AS FOLLOWS: 326 GINKGO GINKGO BILOBA 1.5 45 1590 Open 100% 1590 NW 327 GINKGO GINKG08FLOBA 1.5 45 1590 Open 37% 594 NW 358 OCTOBER GLORY MAPLE ACER RUBRUMOCTOBER GLORY 1.5 40 1256 Open 100% 1256 NW 389 OREGON WHITE OAK QUERCUSGARRYANA 1.5 50 YES 2453 Open 27% 664 NW JOB NO: 16992.00 328 GINKGO GNNKGDBkOBA i5 45 1590 Open 100% 1590 NW 359 OCTOBER GLORY MAPLE ACER RURRUM'OCTOBER GLORY 15 40 1256 Open 83% 1037 NW 390 OREGON WHITE OAK QUERCUS GARRYANA 1.5 50 YES 2453 Open 27% 664 ' NW - 329 GINKGO GINKGO ROWER 15 45 1590 Open 37% 594 NW 360 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 Open 24% 589 NW 391 OREGON WHITE OAK QUERCUSGARRYANA 1.5 50 YES 2453 Open 27% 664 NW 1.25X MATURE CANOPY OF NATIVE TREES 62,996 SF 2 ISSUE DATE: MARCH 28,2018 330 GINKGO GINKGO BILOBA L5 45 1590 Open 100% 1590 NW 361 BIGLEAF MAPLE ACER MACROPHYLLUM 1.5 50 YES 2453 I Open 100% 2453 NW 392 OREGON WHITE OAK QUERCUS GARRYANA 1.5 50 YES 2453 Open 27% 664 NW MATURE CANOPY OF NON-NATIVE TREES 63,408 SF A' 331 GINKGO GINKGO BILOBA 1.5 45 1590 Open 37% 594 NW 362 GINKGO GINKGO BILOBA 15 45 1590 Open 100% 1590 NW 393 OREGON WHITE OAK QUERCUS GARRYANA 15 50 YES 2453 Open 27% 664 NW 332 MUSASHINO ZELKOVA ZELKOVASERRATA'MUSASHINO' 1.5 15 177 Open 100% 177 NW 363 GINKGO GINKGO BILOBA 1.5 45 1590 Open 100% 1590 NW 394 EASTERN REDBUD CERCISCANADENSIS 15 25 491 Open . NfA JuriSdiCtaonStampArea PROPOSED NEW TREE TOTAL CANOPY CALCULATION 126,405 SF W a. V PROPOSED NEW TREE DATA Z 0J D m TREE CANOPY DATA 00 0 •CD r ti 0 W O 04 1- L4 . 02 I I bassett/ I architects !! !! !! !! !! -- 410. . .••=16 !! !! Irl�Y-- — ./.�.. !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !r. 1!! 1 cs n FR r 02 1114 n . — ai6/ — — __ U m - - .,, - - 721 NW 9TH Ave, Suite 350 4. /�j� FO FO Ftp FO FO O FO FO FO FO FO FO FO FO Portland, Oregon 97209 - I _.-.- _. - EMI — - - . -- T (206) 340 9500 F (206) 340 9519 - - - T- - - — - - - — - - - - - - - -Q CIVIL ENGINEER & LANDSCAPE 404 Cardno 6720 SW Macadam Ave., Suite 200 SW DURHAM ROAD Portland,OR 97219 1 i . -_ - -.— 1 'f :'� / .i�:i,4 ., _ T(503)-419-2500 R.O.W. LINE �._ STRUCTURAL ENGINEER "�. / J/# "J . � /�/� - ..' 4 :411 :,7 a . - � ../ � � . l,` ;--. . • :.d ' Catena Engineers •:. , - -° _ - • - a .._• - - . - • , - . . . - _ ., •• ..- / 111 • . ... ; . ..... . : 4H — 1 NE Flanders St.,Suite 206 „ if „. , . . •. � . • • - .. - ;,,e,■. . 4 • � a. .' ' .! i ,/� a .- o _ ti . / .. .".' . •. •. 7 .. .A :4;7-4' ' '" ' .A•. ' . : .• 11111r1111�• 'e ' '• _. h ' • •- 4444.- •ai'N'\, • � � i ." i�.��j , • Portland,OR 97232 .., ..,,,_„._, , ,,,,,,, „f, ,, .. T(503)-467-4980 oil �; 1.1' / r I'/ zi' „.4 ,. A.".... ..1 �� l ....e i/1 � . • . .„44... 4./ iprir/ ��1 � -� / MECHANICAL ELECTRICAL & �� 4t'k — �,/ / c' ;y i� le"t % JPLUMBING ENGINEER , . 308 309 ��V // __.--:::--- /,'"-- .�' 30 302 03 3 3 i 5 306 07 ;h� --,4=----- //IMO- q A�V� ' // .' .� Glumac ��; 7 _ ��' 310 311 312 313 314 315 316 317 900 SW Fifth Ave.,Suite 1600 I 393 1=1 �; - Q Portland,OR 97204 I /////////////////////////////////////%///////////////////////////// /// ,//////.S°enti:a$.°oo° � j / f// T(503)-227-5280 , /, 318 319 320 321 322 ` � - - v,...„,..2.40,,„...„; �//.> / FOOD SERVICE CONSULTANT °+°�'�°+°+� Webb Foodservice Design leafy 324 t0. *t� • � r� • eel") �e . _ .. _ ' 114. ~. .++*'�*". i j " •.. .. //. / � / - q++4�" .°a . - .. 3700 SE Lafayette Ct. , mr ' , felt. 1.1.111 1r 111 1 1111111 111°1111.F:fi*� • - e`IR - _ +i° 11.41 - Portland, OR 97202 � �`' - a — .+�►�<`-`�+++6� ., . ° ,'• T(503)-236-8566 1 • .,7.V \ 3.72 , ~ �/ ` r w. � ,lf'`•¢� . • 4 f . • '4 • / r . /77 �9y��'/�� ate-• �}�j - - - I +•!ts�4♦ r•. COST CONSULTANT - ' ,I / / • ; �171i11 ! / Irl 17111:7 7/I/7 !llli•i�i llr Illi/ !I/ i! / Irli +'Ill;• �O� • °F a� II c . `. . =. �.!!.. ! r/ I . f. ++�°°++ 4 1 ' .. Construction Focus f 'L/� e. ' -- 7 77 r rJr r r I r r r 1 r 1 r" . / / ++�++ �7 �� /� �o +O b+ , _ 740 Almaden St. p ,I � p / *�++°��+6, / /' ��` Eugene: OR 97402 /I 326 �� ' 327 �/ ' I / +°+e+°+°+k. / ��,�� T 541 1 I !.% -�;s>:=; ` 325 `� a`. / _41 / 0 'w0®�i►691►a�. �► • ° I s86 z03 • GII j'. L° :, y _444Ik COVERED SOIL / / t STORMWATER • ��/ I ' ` ..IIMI.L //as. PLANTER . 391 i� VOLUME UNDER r • • \.° A •�i+ CURB / 323 .- /ice -� ø_>8 329 y:,1b,.--r 4, — . .' i- : Cadno /. 04: /� `7 °I , Shaping the Future — WI • r+� � 1 STORMWATER : .• +-4 PORTLAND Y Z 39Q ? #11111161'� %� i I T °' / PLANTER / ' �' 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 � .l- — �.�,, r �.� ..1-1\1\ ARD HIGH SCHOOL � TEL:(sos)419-2500 FAX:(sa3)41s-2sao Q 1991# -- % _I - = s /` - \ \ www ranino.caom .:' — N ,/� � I331 ' /�%� .1r.. .�- / 'll �� II ►\ ;:\ \\ ,rn �/'�; ' �r, i0.11.1, I ��` '• Ii,0 .zirz 1.. ...; :... .i � � ��38 4.% • `1111 f. .' . ., 111111.. /WM- . 1 ��I "l 1 1 111:1 `.��N. ' \ •.,___.‘ A ji I I 332 333 334 335 \ \ / RMWATER 344 345 yi��PLANTER ., 339 340 341 342 343 �j �. 138 Wit/ / \ .9' ' /"-----) If-- — \ ., :, \ ('' Z-,----,v .., ., D A. /. • -i— AVIA l% no 347 %� 348 ,�� o \ SOIL VOLUME SUMMARY I{ ///�� ,' Sasir, •.�%� \ +�0. � �� r • 346 � / \ OPEN SOIL VOLUME / /, , �/ /� 14: • • \ \ / AREA: 66,970 SF 397 - .:• : _ ir� / • e/,,,,„-\,'/' 388 '� IV; \ \ . ` //�" - \ ��4 COVERED SOIL \\ • I ,+!./ ��V/ 3$5 . ° �'"' ::\ \ 4,f r� ��\ \ . ' /.• +•,, \ COVERED SOIL VOLUME �%/ • /,�: VOLUME /\ Y�� ^ ' , \ \ 't i%r UNDER CURB % 352 I %\\ 1 . . ,/ \ _�. i� ��'; '.. AREA: 235 SF !. 1 . /� COVERED SOIL .;r; di j� /. 1 �`• \\ :, 39 // �% '% 'e'., \' \ \ �' 350 351 ,o.� 376 \ _ e /�%�•% •, o / ," / VOLUME UNDER - / ,1 • \ � , �� ./� .,� .�, \ 398 ;/ i CURB !f 7—PLANTER / //,/ .%% I' \ \ �� %i� �/% �/ ' .'0. \. . . \ j/� _ - ,, ` \1))) ,,,,• 7:0,�j I !. . FOLLOW SOIL VOLUME STANDARDS SET FORTH IN THE VV.- PLANTER r''� �� STORMWATER \ \ ,/��• \ 1 - , 359 A i3.I l a ` \ //+ :,?"1,),..'...:--;',/'‘ ; '•,..: I �� ! 387 - j`J — '�% r�� ''l%� �`� 1 \ PLANTER \ ••;/�jam, ��•,r \�, \ CITY OF TIGARD URBAN FORESTRY MANUAL // / i .�.r 356 / ��//moi 1 '.` \ , . /4,_ % �.:.. 354 A, ,, �_.e., 356 \ /a///�� l !;, 'pi �'\% 411,4 \ \i' i/ r // Ilk �� ,� �/ I r \\ \ ,,�e / �, FOR INDIVIDUAL TREE SOIL VOLUME DATA SEE SHEET L5.01 - J � ji j i' % �i %' "�' j 375 I ;i�.�t \ \/ ; 'p 399 1 r � .�t!!f/,i �Ii� i131L ;'�31® [ / l 1 1 .�;`�{1�7,60,1740)-:- Intl /r�� I I `\ \ ' i / / , / r -:�� -.�— i��., ='�� •moi , I��/s'%/% i + \ \ i :> ......- •••.... _se I OA hs A I%� 360 / '%/ r>� f: \\,o0 \ i / r< - �� / 362F.) 363 4 �/ 411.�, • \ \ , \\,\ �` 40 % �'� • 374 . y °"�-. \\ �o ��i'! . \\\% � - 381 % i " `, . ►` �� \ i \ — COVERED SOIL — 4 , -- / / "., A� \\. %��,�� \/ % /r' VOLUME UNDER C/ aft / / INTERIOR COURTYARD `\• �� a, \366i / \• / #C .i �, / COVERED SOIL 111V/•.• %� /; . : . - • .. • . - : DATE CURD /i °.. ' ' ' r\ / \ -y 40 /�/ / VOLUME 364 365 > � �'.�/_/ / 4. . �.\ ,<� \\ 385 / UNDER CURB / .�j�� / '` �� . \\ ��.... '' fs�; 0, 1 /�� / a+. • / ° rI ;% > 3 1 372 373 � •, 4,,. /' a / \ \'. /� \ �,G STEN /_ TO ' _'v % /. \ ��`` �,!I ///! 0; STORMWATER j ' . y.• , i/ ,��I •/ �' `� I �; PLANTER "4, PLANTER 370 __31.3._ �' °• ° '�� iI , ` i:E___10 :t\ a j�/' \\ • LA759 ykir --- 379 380 381 •- ` . 1. .° • �/� •;, ` \\ 4 ,, r�, COVERED SOIL — — •• a 3 i •%� \ \ . :� ECrnt STRICKLER I ,i 384 --VOLUME �� ,� % - •v�. ` �► e.. • • 1 / y lAle V :8,, i/!,% �� • \ \ OREGON,�:; / UNDER CURB 369 i�� o' / // ` ' \. / ,•" . .:4% ,j �i� :% A.: <% // % j *\ ` Cify, C, . - - - - - /!///./LUJ / / �'I /�//. . ,.:�._#4W// „ / ` «\ \ _ EXPIRES 11/30/18 — — - , 377 .� / I�/ /� . \ \� 367 368 �;� `/ .�� j•.�\ ,` `.. `... R.O.W. LINE i% er j % '\\\. �� ; i � � - - 4,4' . /� �'«;\\ /'�� TIGARD TUALATIN SD y - . :. � : . ,,,*�., oii ,.,,, ¢� .�..a. Iyy` ..° IT M �'� . \ .moo.•on,cTv - \ ; HIGH 4. .duo,47 /_, 403 •:! ' 0 .' '\ . _ .. . .\,, 4.,.\- \\,.... .. .\ \, ________..„----\\ . _, _____, __ .\ „A _......, \ ...., ...., - ' ....„...13 7,..'" sTcGHA0R0DL iie / • u -- �-qi ` �� iii`.,\ \\ l \\. \ . -. - ... %, \� . • / 1 I FOOTBALL FIELD e%\ � v� — i/ /A r' J\\•0,0 �\ . .a 4444 9000 SW DURHAM RD- ` . ,//` �/ G O \ TIGARD OR. 97224 1 A 1 , 4O • JOB NO: 16992.00 - '. ,.� , 0 • / ♦ �\�\\'O ��1 I l _ I i — 2 ISSUE DATE: MARCH 28,2018 sw ouarwe ao. 10.%1 :-:, • - c - _ _ \ �' r.;;`r _� — — Jurisdiction Stamp Area I x J\\\ I<i), „�I QIIIIIIIIIIIIIHIIIIIIHQII �fi` y i+fEllfRl li'l l• • ARTIFICIAL TURF '1 G Ssl ,( , 0 T BASEBALL I”IELD \� ; ■ ��l►,77- s0(1 IS ,ff. — _ \ 4t. 7 40, ,, .2 . % .-1- , ce, o 0 ► - ,,\ G op, X5,1 - j I •' �\ ❑ (c?) 1 i unj ' - I �� ' co TREE SOIL aii VOLUME PLAN Co I I I I I SCALE: 1"=30' I �� CoLOO 30 15 0 30 • �Q° o U..1 N CN1 L5 . 00 00 KEY MAP 0 (/) SCALE: 1"=400' 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 1111 NE Flanders St., Suite 206 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 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 Tree ID Parking Open Soil Covered Soil Total Soil Tree ID Parking Open Soil Covered Soil Total Soil Cal) Camino 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.) Shaping the Future 301 PONDEROSA PINE PINUS PONDEROSA NW 3,813 0 3,813 328 GINKGO GINKGO BILOBA NW 2,391 0 2,391 PORTLAND 302 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,745 0 2,745 329 GINKGO GINKGO BILOBA NW 1,812 0 1,812 6720 SW MACADAM AVE,STE200,PORTLAND,OR 97219 303 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 330 GINKGO GINKGO BILOBA NW 2,790 132 2,922 TEL:(503)419-2600 FAX:(503)419-2600 wwwcarino.com 304 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 331 GINKGO GINKGO BILOBA NW 1,800 0 1,800 305 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 332 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,731 132 1,863 306 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,973 0 2,973 333 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,731 132 1,863 307 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 3,591 0 3,591 334 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,818 132 1,950 308 PONDEROSA PINE PINUS PONDEROSA NW 2,526 0 2,526 335 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,074 0 1,074 309 PONDEROSA PINE PINUS PONDEROSA N 2,811 0 2,811 336 VOID 310 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 3,507 0 3,507 337 BIGLEAF MAPLE ACER MACROPHYLLUM N/A 6,402 0 6,402 311 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 338 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,664 0 2,664 312 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 339 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,854 15 1,869 313 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 1,833 315 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 2,241 0 2,241 342 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,833 0 1,833 316 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' N 4,446 0 4,446 343 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,720 0 1,720 317 PONDEROSA PINE PINUS PONDEROSA N 6,378 0 6,378 344 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,720 0 1,720 318 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 177 1,746 345 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,985 0 2,985 319 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 177 1,746 346 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,526 15 2,541 320 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 132 1,701 347 GINKGO GINKGO BILOBA NW 2,292 0 2,292 321 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 1,569 132 1,701 348 GINKGO GINKGO BILOBA NW 2,292 0 2,292 322 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 NUTTALLI! N/A 4,941 0 4,941 350 GINKGO GINKGO BILOBA NW 2,895 0 2,895 324 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 2,421 0 2,421 351 GINKGO GINKGO BILOBA NW 2,895 0 2,895 325 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,514 177 2,691 352 BIGLEAF MAPLE ACER MACROPHYLLUM NW 9,858 0 9,858 326 GINKGO GINKGO BILOBA NW 2,574 132 2,706 353 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY NW 2,010 15 2,025 327 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 A DATE Tree ID Parking Open Soil Covered Soil Total Soil Tree 10 Parking Open Soil Covered Soil Total Soil 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.) 355 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 382 GRAND FIR AWES GRANDIS N/A 8,229 0 8,229 356 OCTOBER GLORY MAPLE ACER RUBRUM 'OCTOBER GLORY' NW 2,130 0 2,130 383 EASTERN REDBUD CERCIS CANADENSIS N/A 2,721 0 2,721 �S,�G�STRh* 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 j,A,759 358 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 ECKY . STRICKLERE-4 360 BIGLEAF MAPLE ACER MACROPHYLLUM NW 5,466 0 5,466 387 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 '' OREGON 4 361 BIGLEAF MAPLE ACER MACROPHYLLUM NW 1,962 15 1,977 388 OREGON WHITE OAK QUERCUS GARRYANA NW 4,284 0 4,284 `Se,.11/18/11 45,. 362 GINKGO GINKGO BILOBA NW 1,614 0 1,614 389 OREGON WHITE OAK QUERCUS GARRYANA NW 1,689 0 1,689 4°E Ag 363 GINKGO GINKGO BILOBA NW 1,650 0 1,650 390 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 EXPIRES 11/30/18 364 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 2,961 0 2,961 TIGARD TUALATIN SD 366 BIGLEAF MAPLE ACER MACROPHYLLUM NW 6,156 0 6,156 393 OREGON WHITE OAK QUERCUS GARRYANA NW 3,771 0 3,771 367 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,761 15 1,776 394 EASTERN REDBUD CERCIS CANADENSIS NIA 6,240 0 6,240 TI GAR D 368 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,761 15 1,776 395 EASTERN REDBUD GERM CANADENSIS N/A 6,630 0 6,630 369 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,049 0 2,049 396 EASTERN REDBUD CERCIS CANADENSIS N/A 7,917 0 7,917 H I G H 370 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 2,448 0 2,448 397 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 1,368 0 1,368 371 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' NW 1,950 0 1,950 398 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,506 0 1,506 SCHOOL 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 N/A 1,305 0 1,305 374 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 5,529 0 5,529 401 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,506 15 1,521 375 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 7,440 0 7,440 402 VOID 403 KATSURA CERCIDIPHYLLUM JAPONICUM NIA 2,697 45 2,742 9000 SW DURHAM RD. 376 MUSASHINO ZELKOVA ZELKOVA SERRATA 'MUSASHINO' N/A 9,873 0 9,873 TIGARD,OR.97224 377 GRAND FIR AB/ES GRANDIS N/A 4,404 0 4,404 404 PACIFIC DOGWOOD CORNUS NUTTALLI! N/A 4,716 0 4,716 F 378 GRAND FIR ABIES GRAND'S N/A 7,140 0 7,140 - JOB NO: 16992.00 379 GRAND FIR ARIES GRAND'S N/A 9,036 0 9,036 TOTALS 345,098 1,866 346,964 ISSUE DATE: MARCH 28,2018 380 GRAND FIR ARIES GRAND'S N/A 9,837 0 9,837 i Jurisdiction Stamp Area 381 GRAND FIR ABMES GRAND'S N/A 10,269 0 10,269 UJ 0 Z ; PAGE 3 PAGE 4 Q PROPOSED NEW TREE SOIL VOLUME DATA J D co TREE SOIL a. Ct VOLUME DATA r 0 LLP T S � r- Ts W N I-- L5 . 01 co WI --------;---m---N T 1„. �\,, 1 �1, \\ e.(_----- 1�1 ,,,,;,r,----'-':-. 4 � �II ,� �1� rim' r.'��/ 0_,,, ,,t,,11) q( 1 fr '%" \\ i:: � - 1 �'I If ,\.. ., .. � „, ..:i .,:„\ j _ ir= 71.1 1 �jl17J I11 II�I I i =-� / '`,• J ,, � � \ r' i 4 \\ '� �t ,�r ��. l�r:r , 1� arse r1/i I/, �. l )) -- �- -� architects Ryt /1 2-'11---2 _ I� _ _ I _ _ I _ STANDARD EROSION AND SEDIMENT 721 NW 9TH Ave, Suite 350 (...----- -- ---y---- - - - SW DURHAM ROAD - - - - - - - �` - _ r . .r r. i _ - ; Portland, Oregon 97209 _ = ,- '� g, _ _�,� ._r.� CONTROL PLAN DRAWING NOTES' T 340 9500 F (206) 340 9519 0 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND t '`= �IE� t ::- sediment control measures and construction limits.(Schedule A.B.c-i.(3)) GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT , .o I T '' vs s� � ,0_ 2- All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule% :i?.. .. B.1) REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS CIVIL ENGINEER & LANDSCAPE ,,.. 1 11N --- T �_ 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule 8.1,C and B.2) SUPERCEDE REQUIREMENTS OF THIS PLAN. Cardno I r` : , �•�`- - I x 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ,Agent, or the local 6720 SW Macadam Ave Suite 200, 7 - it ' -- `-', 9' °,o : - - -Ilu DEVELOPER municipality. During inactive periods of greater than seven(7)consecutive calendar days,the above records must Portland,OR 97219 , - I j, 1 :ptip'''' a r Di . ..-:. .T._ be retained bythepermit registrant but do not need to be at the construction site.(Schedule B.2,c T(503)-419-2500 a o a p _ DEVELOPER/COMPANY:TIGARD TUALATIN SCHOOL DISTRICT ) BMP MATRIX FOR C N ST R U CT I O N PHASE S `. � CONTACT: ERNIE BROWN 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices -- _ :‘,4:- .."14e.:".; � described in the ESCP is a violation of the permit (Schedule A 8.a) STRUCTURAL ENGINEER ligh,.. .c>. `, 6970 SW SANDBURG STREET p REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE TIGARD OREGON 97223 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) Catena Engineers11 ' =14 ! ,Nor....- PHONE: 559-907-1012 7. Submission of all ESCP revisions is not required.Submittal of the ESCP revisions is only under specific conditions. AVAILABLE BMP'S. 1500 NE Irving St., Suite 412 s I �, - s Submit all necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv.and v) Portland,OR 97232 1-- ilk - \, h EMAIL: EBROWN@TTSD.K12.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 �z �� r o , ,® source of erosion. (Schedule A.7.a.iii) ' MASS UTILITY STREET FINAL WET WEATHER I- , o 0 1 9. Identify, mark,and protect(by construction fencing or other means)critical riparian areas and vegetation including MECHANICAL ELECTRICAL & CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 -MAY 31ST) 0 • ' i - ° important trees and associated rooting zones,and vegetation areas to be preserved. Identify vegetative buffer PLUMBING ENGINEER z - .- -o0 EROSION PREVENTION (NI • I, zones between the site and sensitive areas(e.g.,wetlands),and other areas to be preserved,especially in Glumac �' ' ■� I PLANNING I ENGINEERING / perimeter (Schedule { ) (2)) PRESERVE NATURAL VEGETATION "X X X X X X ■ areas. A.8.c.i.(1)and900 SW Fifth Ave.,Suite 1600 --- °moo* - * * o°o o GROUND COVER X x 10. Preserve existing vegetation when practical and re-vegetate open areas.Re-vegetate open areas when practicable Portland,OR 97204 ,� © HYDRAULIC APPLICATIONS X o 0 044 * * * * * L I1 61 SURVEYING FIRM before and after grading or construction. Identify the type of vegetative seed mix used.(Schedule A.7.a.v) T(503)-227-5280 a 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and PLASTIC SHEETING x i� � CONSULTANT I� I ENGINEERING&SURVEY FIRM: CARDNO (2(a)(b)) MATTINGCONT FOOD SERVICE DUST CONTROL X X X X X X CONTACT: MATT LEWIS 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins,traps,and TEMPORARW PERMANENT 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 - 13. Control both eek flow rates and total stormwater volume,to minimize erosion at outlets and downstream channels Portland,OR 97202 / PHONE: 503-419-2500 P �rHER: and streambanks.(Schedule A.7.c) T(503)-236-8566 F,. /.' ® ® FAX: 1-503 419 2600 SEDIMENT CONTROL ./1:>./ / 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets a#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) SEDIMiNTFENCE(NTERIOR) x x x x ACOUSTIC & AVCONSULTANT o./'/ "'" 15. Establish concrete truck and other concrete a ui ment washout areas before beginning concrete work. (Schedule DUST ...litThe Greenbusch Group o o q p g g 1900 W. Nickerson St.,Suite 201 o o A.B.c.i.(6)) FILTERBERM ' ‘."\\*...'''.----..'-: i 1 .... a ,, l o I o 0 0 0 0 0 �� o o o a000 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading INLET PROTECTION "x X x x X X Seattle,WA 96119 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-(Schedule A.8.c.ii.(3)) SEDIMENT TRAP 17. Establish material and waste storage areas,and other non-stormwater controls.(Schedule A.8.c.i.(7)) NATURAL BUFFER 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: - N 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. 19. When trucking saturated soils from the site,either use water-tight trucks or drain loads on site.(Schedule PIPE SLOPE DRAIN Eugene,OR 97402 OUTLET PROTECTION T 541-686-2031 *ATHLETIC FACILITIES, EXISTING SCHOOL STRUCTURES, PARKING LOT A.7.d.ii.(5)) SURFACE ROUGHENING 20. Control prohibited discharges from leaving the construction site,i.e.,concrete wash-out,wastewater from cleanout CHECK DAMS DEVELOPED CONDITIONS of stucco,paint and curing compounds. (Schedule A.6) OTHER 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills;vehicle and equipment fueling, POLLUTION PREVENTION © r maintenance,and storage;other cleaning and maintenance activities;and waste handling activities.These PROPER SIGNAGE X X x x x x r * 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 MGMT x x x x x x (/- 146, ',. LOT,VISITOR PARKING LOT. pesticides and herbicides, paints,solvents,curing compounds and adhesives from construction operations. SPILL KIT ON-SITE X X X x x x (Schedule A.7.e.i.(2)) CONCRETE WASHOUT AREA X X X X x X r NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME 22. Implement the following BMPs when applicable:written spill prevention and response procedures,employee training ,THER: i /�O` I on spill prevention and proper disposal procedures,spill kits in all vehicles,regular maintenance schedule for /QT TABLE vehicles and machinery,material delivery and storage controls,training and signage,and covered storage areas for / �'y/VD waste and supplies. (Schedule A.7.e.iii.) A ' / *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 DATE 15 * MASS GRADING (JUNE 2018-AUG 2018 7.a.iv) ) SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50'OF WATER OF THE STATE. J ' UTILITY INSTALLATION (AUG 2018-AUG 2020) 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to ** SIGNIFIES BMP THAT WILL 13E INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. �ral'dno * minimize nutrient releases to surface waters. Exercise caution when usingtime release fertilizers within �- STREET CONSTRUCTION (JUNE 2020-AUG 2020) any (Iir, * FINAL STABILIZATION (SEPT 2019-SEPT 2020) waterway riparian zone.(Schedule A.9.b.iii) Shaping the Future 25. If an active treatment system(for example,electro-coagulation,flocculation,filtration, etc.)for sediment or other RPT I 0 N A L E STATEMENT PORTLAND fa Fik 041) ---------- T---- •�! ' - - 67205 vkwcanDAMAVe,sr€Zao.PORTLAND,OR srns / TOTAL SITE AREA - 1,894,860 SF - 43.5 ACRES pollutant removal is employed,submit an operation and maintenance plan(including system schematic, location of TEL:(503)498-2500 FAX(503)419 system, location of inlet,location of discharge,discharge dispersion device design,and a sampling plan and A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQ's . , �:. frequency)before operating the treatment system. Obtain plan approval before operating the treatment system- ,/ . TOTAL DISTURBED AREA = 363,178 SF = 8.4 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. ��Ep PROFFS r� �� 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 �� NG I N�� `�/O,y ~�� z 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 �� `�Q�,� 9f Nam i ¢ 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 !. 'L' s�s �� SW DURHAM RD 1 ragildri4 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 ISA NEED TO `C �� A •' k ALOHA SILT LOAM RATING C/D surface waters.(Schedule A 7.e.ii.(2)) REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. ( o HUBERLY SILT LOAM RATING C/D 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather.(Schedule 'qy• u '• �° A.7.a.i) INITIAL 9lT �`� SW TUALATIN RD w N ITE SOIL 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 H�0 ta 0 S S i 3 r MATERIAL SHALL BE GENERATED ON SITE FROM GRADING EXCAVATION AND fence removal.(ScheduleA.9.c.i) PERMITTEE'S SITE INSPECTOR: SPENCER COOK ;; UTILITY TRENCH SPOILS. 30. Other sediment barriers(such as biobags): remove sediment before it reaches two inches depth above ground EXPIRES: �vsl�2als height and before BMP removal. (Schedule A.9.c.i) COMPANY/AGENCY: CARDNO • 31. Catch basins:clean before retention capacity has been reduced byfiftypercent. Sediment basins and sediment TIGARD TUALATIN SCHOOL DISTRICT % RECEIVING WATER BODIES: PHONE: 503-419 2500 �- 5N TUALATIN SH�R��D RO ,`_� #raps:remove trapped sediments before design capacity has been reduced by fifty percent and at completion of FAX: 503-419-2600 ifI �� project.(Schedule A.9.c.iii&iv) TIGARD H I G Fl P ROJ ECT `� NEAREST WATER BODY:TUALATIN RIVER 32. Within 24 hours,significant sediment that has left the construction site, must be remediated. Investigate the cause E-MAIL: spencer.cook@cardno,com of the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. DESCRIPTION OF EXPERIENCE:WASHINGTON STATE DEPARTMENT OF ECOLOGY CERTIFIED EROSION& LOCATION \ Any in stream clean-up of sediment shall be performed according to the Oregon Division of State Lands required SEDIMENT CONTOL LEAD (CESCL) CERTIFICATION. CESCL#ECO-3-8261602 SCHOOL n I / I timeframe. (Schedule A.9.b.i) \".\\NN---.:-.----- ------------"../11 33. The intentional washing of sediment into storm sewers or drainage ways must not occur.Vacuuming or dry M 0 ED E R F\I I Z1\1 I 0 NJ 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 VICINITY 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 SHEET INDEX resumes on that portion of the site.(Schedule A.7.f.ii) 9000 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 P ROJ ECT LOCATION: PROPERTY DESCRIPTION: soils must be removed and disposed of properly,unless doing so conflicts with local requirements. (Schedule EROSION AND SEDIMENT CONTROL PLANS JOB NO: 16992.00 NEAR THE INTERSECTION SW DURHAM RD AND A.8.c.iii(1)and D.3.c.ii and iii) ISSUE DATE: MARCH 28,2018 TAX LOTS 2S114AA00100(WASHINGTON COUNTY TAX MAP INSPECTION FREQUENCY �/ SW 92ND AVE, WASHINGTON COUNTY, OREGON 2S114AA)-LOCATED IN THE NORTHEAST OF SECTION 14, ESCO.O EROSION & SEDIMENT CONTROL COVER SHEET L.L Jurisdiction Stamp Area LATITUDE=45.4023620, LONGITUDE= 122.768733 TOWNSHIP 1 WEST, RANGE 2 SOUTH,WILLAMETTE MERIDIAN; SITE CONDITION MINIMUM FREQUENCY LOCAL AGENCY-SPECIFIC EROSION ESC0.1 EROSION & SEDIMENT CONTROL NOTES LL.I WASHINGTON COUNTY,OREGON DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOW MELT, IS OCCURRING. CONTROL NOTES: ESC0.2 CONSTRUCTION PHASING PLAN 0 ATTENTION EXCAVATORS: 1. ACTIVE PERIOD AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS ESC1 .0 CLEARING, DEMOLITION & MASS GRADING ESC PLAN - NW 7 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 L 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. 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 pumping r9 P Y 9 ESC1.2 CLEARING, DEMOLITION & MASS GRADING ESC PLAN - EAST ONCE TO ENSURE THAT EROSION AND SEDIMENT 2. Allof sediment laden water shall be discharged over an undisturbed,preferably vegetated J 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). ESC2.0 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. LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. PRIOR TO LEAVING THE SITE. ESC PLAN - NW 0o EROSION & 3. INACTIVE PERIODS GREATER THAN FOURTEEN (14) ONCE EVERY MONTH. ESC2.1 UTILITY, STREET CONSTRUCTION, GRADING & FINAL STABILIZATION CONSECUTIVE CALENDAR DAYS. SEDIMENT ESC PLAN - SOUTHCt 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY ATA ESC2.2 UTILITY, STREET CONSTRUCTION, GRADING & FINAL STABILIZATION 0 CONTROL COVER DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR 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 UJ DUE TO FROZEN CONDITIONS. MELT, OR WHEN WEATHER CONDITIONS MAKE l- ESC 0 ■ 0 DISCHARGES LIKELY. I1 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. baSSetti/ APPROPRIATE SEED MIX. (UNDER SEPARATE COVER) 2.ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"SHALL BE INSTALLED 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS B. DWARF GRASS MIX(MIN. 100 LB./AC.) 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) PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING 2.TURF-TYPE FESCUE(60%BY WEIGHT) 721 NW 9TH Ave, Suite 350 OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO 4.THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE 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 STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 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 i 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. l # DATE (Jr, Carar10 Shaping the Future PORTLAND 6720 SW MACADAM AVE STE 200,PORTLAND,OR 97219 TEL:{503)419-2500 FAX(STI)419-26W `vwWanIno.am � PROFE mac.„ ANGINEe. 04, tk 't1 J4N. Q 9„ W1" 9ljyEC .�� 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: MARCH 28,2018 Jurisdiction Stamp Area W 0 V J 5 CO EROSION & SEDIMENT p CONTROL NOTES w ESC0 . 1 Co bassett! architects °_ m LEGEND TAX LOT TAX LOT TAX LOT 8 TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX WI TAX LOT TAX LOT TM LOT TAX LOT 2511100 2511,DC 261110C :-_ 2511100 251t1DC 2511 tDC 25tt1DC 2611100 25,,,DD 2811100 2511100 2511100 281110D 2571100 � m ;012100 *12000 1141W *14300 *14400 *14500 *14600 16100 #5200 !6900 15400 #5500 16600 05700 .2 12 ,.,, • _�t� ? P� �1• i .1,.-: LIMITS OF DEMOLITION • "II __- so - - - - - - - 721 NW 9TH Ave, Suite 350 1G :_ m� G G G G G W G Portland, Oregon 97209 • / - - � �1,..- SW DURHAM ROAD Y''' �� rice M— �7-` I T (206) 340 9500 F (206) 340 9519 -- -- I .,_�_-� - - i,•.-.:--_(...-- c - - - -1 - �i P` _ DEMOLITION PHASE 1 - 1 -7'4`Ws _1' L� 1.1 r_ �1_".-- `-'- - -_sn•I+I,a •-\ f fr..�1- ,?-;-:.... :2,_, __,.-c,:7,--- ),..,,____._ 1 )r, _,.-tr ► .(�1 _.Y--1 _'-�++M.J .ora,` `" �' I :' ' (4'' �' - s ) i..,>� W � •- rw1 Arm l*i I. ...- .. ' ..._ * .A -r 1 # # Y s t-1 Y N N i 1-1-1 1 1 # I-# c��! PM!. . 1"--rt:JL,f l31 _I it • �iiirrlr# - x .."..tea.-�.- -.�..•..... -r - +. el�4 1 I 1 E i 1 I I Y I y Y I I '{` Y 3 " �' WAT91 VALET 7 �^ O1 -NN i l 1� .. �....ryo� T iiipa a� T , TAX LOT L, . _ - -___ 2S114AT1. . `� E,Ecrnarc Ls ii7 0.• = I -�x DEMOLITION PHASE 2 CIVIL ENGINEER $ LANDSCAPE 1,00 I mo--,:. SIGN .7 ..��, .. •- i ' ,-, ,,,,.,,�-., I /.\. Cardno �I •:r 1 MGR `-3. a c, euaonc N I 1 EMOTING 1 Y`� A�� • J ' ADD . '' Port and, OR 97219 6720 SW Macadam Ave Suite 200, ! _ �;� �� •- -:_.© • 't�� y - DEMOLITION FINAL PHASEfir, 1 •,�. ; �'�-411? `16 ''' # r0 t 1 . °Dr's a a 1 vz-A T(503 19-2500 i ii, �# • `� ` ,rcON�1e TAX LOT • I 1 `� n J,r • I� j -4- ) - s.,, �L` :, '� o I _ _� 0` 25114A9 �[� �~ •-1 r^ - • � �� ►- ; OSTRUCTURAL ENGINEER 1z°° ' 1 `- 1 1 1 1 1 1 1 + y�t'�c��*;.1 �; ., �� , ► o � ; yr.� �1.. _ 4" • c,r Q 1 x Catena Engineers '� ;, r: ;� s` CORE° _Aalb � ,q 1500 NE Irving St., Suite 412 - 0 ii I t; ♦"t ;,tt��'i 1..-' FLAGPOLE :, ;;vi &1(E Ks - ._..-. - �+G�► :' -psTE LJ TAX LOT :i : TICKET r �� _ 7 ` • - -�6 1 " - f. r Portland, OR 97232 25114AB ice'. # .r. !e" - - { I I . *400 '; I i,. -- BOOTH °i-... s'- • 4 ♦ '� I S — I I 1 1 I I - T(503)-4674980 TAX LOT z5114AB 4800 p # '- !/ ...b�' ' - ' "- .. .��-1•� � riH1.141 .� n K z MECHANICAL ELECTRICAL & _: - .�. TIGARD �_ 1 PLUMBING ENGINEER ( lillllillll o CO ,1�::}1'- ;_: �� HYGEI SCHOOL \ \ • 1 TAX 2S1,L4AB ;4'�'' �� - ' Glumac 41000 III ,: . ill ` MITS OF DEMpL r10N 0 Na c XiFi _ a .•:! EXISTING SEE ARCk TECTURAt PLAiIS FOR ' !.�; "` `' 1 � r #• �'� s GYM ro REMAIN BUILDING DEMOLITION LINTS `cAFET>Izw) ` 1 Portland,OR 97204 900 SW Fifth Ave.,Suite 1600 I'1 �' ii G i1 `• e,csr,NG �. S �� 1 1 �� BUILDING III OC,Q 11r� (MAIN GYM) }. _ 111 I }.l Nil 1 I T(503)-227-5280 I■ ligliiiiiiiiiiiik '• OR 11111 •� # FOOD SERVICE CONSULTANT _ I■ - - 4 \t+it:� • RECY0.lIG I - - ' TAX LOT I % 1 TENNIS WIIRf I 1 - y a FACE •�t -{-- ♦ �� I — f I, �, :.►r �' • i Webb Foodservice Design z0114A6 �^Ipr 4 ^t Ifiy .,r „r.F::.r,-' ``..w : .r • A Ls �f EXISTING BUILDING A ' �•- ,mill ', �� it fLN FENCE x 3700 SE Lafayette Ct. 11 % �" �•� (") ;_I-'s�,,, - '"` r • `r + Portland,OR 97202 I• . .d • 70 REMAIN... J!'• •� " (E) - - ■ • A. BUILDING ` + _ R 00 Air T(503)-236-8566 1. m _I , I■M�IM: X .e .40 -' ` `` 40 - `"' fil ACOUSTIC & AV CONSULTANT TAX LOT TAXL j ' I _ ■ . G..C.: , O F ♦y_ �sr '•.-• 0 O - Rg • 'i 25114AB 25114 .Fp` _ F o - - _ ■ _ - 0- �� O Wm . ! The Greef,busch Group 11°200 I *'°" o �:_. .0ti A,C �� p , Q 1900 W. Nickerson St., Suite 201 I CM 4 - `` eili / l' \ _ ° 0 ;' — — — - Seattle,WA 96119 a.,'�« , / n s 5S ►�� `� \ 61111111i.4 ✓ / i T 206-378-0569 '1 ' / l,4��J .-f _ . • _` /� ` 0t.:.:...:::,--:`:.;:.=--k-.� • cs� -- - KIJ s° 140.- ° .C,,,Y . .{. r' i I 'i.` 1 1� ..../ ,/.fir � - r,..-� $COBE BP�06 OUTDOORS L •[%k% 1 O `E y r.r..ace�s --r g r r ........ arms�^�r r.�1r rr r trr AR r-r r r r t•7wlr t•r r r rrr-r-�-� ' / : _ 11) , ,41.7..,/ S4^ Ls .5.. gro ��,�41, • �, STAIRS .I .- - 1 '" ARE COST CONSULTANT a .�. s��- GP � � tri , - `� . wk � . w .� ,� ` �OST1iG I Construction Focus S _ .: O >.. / it,' *4.24. 5 � eY1r°INc 740 Almaden St. o _ : • 1AElAONUL sums Ls -�, wAr�tvAur P �t''' P '� Eugene,OR 97402 YI .�� , �: i��. Ci� • `, - (AUTO YARD) 1 '( 1 1� `ti- , a� •.r-- 11NQ. M1,. w,. :DEE , A ` ' �FENCE ' V �' w; I� ;: ,tA� gt wAu �,� �� GP - -� T 541-686-2031 1 ,: �\' L IFS ` AVOW o•„ �1 FOOTBALL FIELD . -•MMMMM 1 E' '111. r • o. C 77,-;,,,i, 1 _-- l i , L. +.'i1 ,REG / r iiiko_v.41/ TAX Lor I TA Lor X11! `—co.IcrtF E .4••�- I ��y EXISTING AUTO SHOP t • L , o 25 I 2#10000 1 wru ♦ ® • CSP Td REMNN ., > " `�"`1��1J\ .� °° O o _ :; 'jam GP ; \ El 0 AA< - y .k ., \ BASEBALL REID _ - _ ill J ., ,0,0111111G1:1 ! P Ip : •. I 1 A DATE - • . : •� ,:IIx 1111 I c�� / ~i O % i \ / 1 ‘fturim420 Camino II �\ / _I &To Shaping the Future :::...111--- (.0 I ' ', • �� i D ... I • 1-0 .��• 0 ; �. ��TL�aALSRAIAVE,STE200.POR7UAND,OR 97219 �r ;4' TEL:(503)419-2500 FAX(503)419-25°0 1 n \ o��, �; 0 ' �1 ��RED PR OFFss/ f i 0 ; x �� tJ�INEF O,L9 eciil /-cife.f:?,i_. ♦r Il 1--- Li ___ . _ _ , . tihcs_ 0 • ♦ ♦� Lam`- 4 a ? �9N' D9• o \� I .•_ O 00 ; . o "ffl). C .\�� 0 .L 0 'I of O 0 0** * * _ a m� ' EXPIRES:12/31/2018 1 1 - V 1 TIGARD TUALATIN SCHOOL DISTRICT cii= r l + °iii TIGARD HIGH --_,. 1 1.5 a - ,_ 1 �; SCHOOL I _ , 0 �; A MODERNIZATION 1 1 •• r ..=., i 1 0,- •\ ' ❑ ♦��' r>�1 a 9000 SW DURHAM RD. ♦� o 3 1 j Q TIGARD, OR.97224 j / # ' �, I JOB NO: 16992.00 ♦ 0 V �"ft.- in. 2 ISSUE DATE: MARCH 28,2018 i- " 1, 0 �g,� k °--- --- X -� X O '4.rL� Jurisdiction Stamp Area 1 1 W 0 FIEL* VD �` :ol ` 0 f o 0 1O x 11. Z o � _1 _ ... -- GFP X Ctsii O 0 0 0 0 0 0 0 D -- ��, 0 0 0 0 � 0 0 0 0 0 011— ° 0 0o CONSTRUCTION 00 0 0 0 0 0 0 0 00 0 0 0 r�r---------„---srMMa • a� L- � s—��r�L '�� A+ cel.—s—� TI / O t: PHASING PLAN 0 SCALE: 1"=80' W 80' 40' 0 $0' _ ` ESC0 . 2 �� 1 1,..r.-7,' ' I I F 1 I I I I I .31 I 17�i _ t LEGEND PI_ r. G G G G G G - G G G G G G G bassettil - - 6 - - - - 3 - SW DURHAM ROAD r - -- --,---=----1;'"' - \� LIMITS OF DEMOLITION F _ _ 6 4 6 6 4 �r �) architects 2 1 2 I • EXISTING GROUND CONTOUR(2 FT) 198 ■ ins f _ 31� i !.� i M i i i i i i i i 1. f ! - EIS 111■ li i - _ .• - 1�:INN---m-mit. . �'-`- .. - - . aT ; ", „:-Pig.. EXISTING GROUND CONTOUR( 0 FT) 200 l ��y� • - - u J . ` • A IUM ..wY . 'l . • y¢� --- •SD ` S'f' � � -D • • � LS I R � 6• 6- t a-�x'*C !� ' 50 ..'.l- ale' r r —._` 3'��'>�• �� . } T - - ... — _— -- __- _ • ! - i ��ril� �� ►. - 'ter I ��_�� • by � 721 NW 9TH Ave, Suite 3 ,1 �I Iv►� '�� • •��t�1�+j_-_� � .'� !�� •� , •, i- �) PROPOSED GROUND CONTOUR{2 FT) 198 Portland, Oregon 97209 Id, ...:1 I3 1 1 1 11 1 1 1 1 1 1 1 ...,,, �� . •..:.,h.�_•_"moi.: 7 4 \ 1 I 1 I I I I I I ! I 11 _ I � `�'�' ' I - WATER VAULT 7 A.ii ^i� —•u�— • • T (206) 340 9500 F (206) 340 9519 co<II �.� AN. + '+ ��'�� . �` ice.•� ,r.�t ; , = ` `` 1O Vo 6 •,, , ..:, ,.. .-,.,„„„„„,„,„,„,„,,„„,„„„,„,„,„„, PROPOSED GROUND CONTOUR (10 FT) 200 1. �t 9a. .1.141.4101 m ELECTRONIC iL*.-1 - s\'. ' t �'..„, ��+". SEDIMENT BARRIER X X { m m I +* iA READER SIGN `` / * 1 .mac-,� 4 f ` . .� �:��•r+�1 v► :. { ' :. .. CIVIL ENGINEER & LANDSCAPE �� \ \ \ - ` �, %�` ♦ MONUMENT ��:,� 4 ':,' .•:::4.:: ..• : 8 ORANGE CONSTRUCTION FENCE O O • Cardno �n qi \\.`'�\ ■ SIGN � V1 6720 SW Macadam Ave Suite 200, \V \\\� `\` 8 , .. j - ..• � EXISTING `\ \II.L. \ ` __--- 1 �E I BUILDING TREE PROTECTION FENCE o 0 0 Portland,(503)419-2500 19 -i, , 1 �\ i �� `�� f , . ,, / t5p� ;� :.f' (AUDITORIUM} © � 7! a \ - i4 �� 8 y.:hR "...;. STAGING AREA STRUCTURAL ENGINEER cS. . \\ . * ,•, tt \ Catena Engineers El • • .: •�� 111 ��'•� =�,' • :'.� �:� 1500 NE Irving St.,Suite 412 o o Ai 4 ��' T 503-467-4980 '\\ _ �., r '` i �x:aEr�.r .Y .r •Y .YPortland,OR 97232 -” q1 -\..\\\ \ �+. �...� t. \ <.,, �,i� -"' lii\FAN,' ` t' • CONSTRUCTION ! .!�.iv �.. ( ? p \ i\\.\\\ ©� % �* ! 4. ENTRANCE �*-�!x wY.�+-gra. ,.r_.\ \\N\ �< * 4 i'410. °1 � ' •'i `i=%=%%i:'%�%% MECHANICAL ELECTRICAL 8� ii I ` %' \ 'e 1. * -:; PLUMBING ENGINEER i • I • x $ \‘\ \\\ / 4 �, .:'.., r ,' : •p COVERED INLET PROTECTIONr N Giumac 1 + - • y`� -4- :...:.. ` :• :•••'''''.1 `+ . 900 SW Fifth Ave.,Suite 1600 �1 9 ,.�. rpt*, * FLAGPOLE ,�; .: ' . ~'�� BIKE RACKS t-': , I 1 z 1 1\ / 4 ~' f�w lea► '-..0 .-f :.,'- •`. . :- •:..�: N DRAINAGE FLOW DIRE T1 N Portland,OR 97204 ' � . ..q (32 SPACES) C 0 ,CKET • .� `� �. ;Q• T(503)-227-5280 I : w ci ,I 4 9 .. k\ •''OTM ` .` FOOD SERVICE CONSULTANT P.1.c 0 1 _ ��\� + . a ‘0... ... CONCRETE WASHOUT Webb Foodservice Design cn X \\! ":4!.. . �� BIKE RACK . /0��) i :... �,/. , ri ., TENNIS COURT \ \ \7 �NK,-1 l rr� '84?`rY `.\ A� `�� 0.4,----- 4 il► y , \ Portland OR 97202 t. EL= 196.0'+/ �\\� �' ,� ik • 4 i \\\ � �': �►4 TREES TO BE REMOVED �"- T(503}236-8566 „ . " \ � TIGARD �"' •• �e •'' ��'� �`� '!;E 4t:4P4p*- , HOOL ACOUSTIC & AV CONSULTANT -'a '/ � ,__ � ; . ♦ HIGH SC •y. '© 04,.x": 4 - � ♦ \NI' The Greenbusch Group r`�` �4:�•�.r1 } �n , \ .... 1900 W. Nickerson 5#., Suite 201 • r •� �� LIMITS OF DEMOLITION cel Seattle,WA 98119 - QS _ � 4;1, ,}'fir �+ \ - �\ T 206-378-0569 ¢ �,• i : , ,. 4p ::..;, SEE ARCHITECTURAL PLANS FOR � � i;�„s • i }� / •;_� �� (CAFETER U s 4 - s ��h•��r. ::' !�" S BUILDING DEMOLITION LIMITS •• :,: `j � cn C. : 4 % \�,, w COST CONSULTANT • I �� w Construction Focus - t EXISTING �� 0� EROSION CONTROL NOTES 1 t ��g,.' (MAIN GYM) , = ``.i `�� ` w 740 Almaden 5t. ' I -� ()co �t " \ , .' T Z 1 INSTALL SEDIMENT FENCE.SEE DETAIL NO. ON SHEET ESC3.0. Eugene, OR 97402 _ 4F1-01 D , -::, r COMP (n T 541-686-2031 2 INSTALL •.� �• � •• • ORANGE CONSTRUCTION FENCE. \- �:-+� RECYCLIN W _ �' - _ v TENNIS CO RT • — Ib.. 1 i I :--'1. :\ 4. \ UPPER BUILDING FACE , '': •' . . CONTAINE 3 INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL NO. 855 ON SHEET ESC3.0. C� • \ailZ _ �� %,-,-,-�� „,/.��`�,„„„ ..i hili, 4 INSTALL TYPE 4 INLET PROTECTION.SEE DETAIL N0.915 ON SHEET ESC3.0. / 5 ••t --. : i ...:„ / 1, - , \ \ \ ' 11 0 _ / , ,'�•+ 5 PROPOSED STAGING AREA. i . ' i '� _ ....... , EXlST1NGy -■ SD 4 i I:]� '' . / BUILDING .- n r` rd �t�,i” s 6 INSTALL TREE PROTECTION FENCING AT THE EDGE Of EXISTING DRIP LINE. /. I / ` I. .� ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE •� - -'i EXISTING / - I _ - -X - - •i BUILDING / • \ _ - INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF -i i • \ �� RECYCLING ♦ ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. / \ DATE • :7 r ,, x k..• (AUXILIARY GYM) i' • CONTAINER -_.. -/ Q1.' \ e� , 7 INSTALL CONCRETE WASHOUT. SEE DETAIL NO. ON SHEET ESC3.0. 8 i -0 ;l''� 20-YARD , �I'i�/7�► ! / I i :'•�'• I j f . a r�i DROP BOX (or, - .17;. ./ 8 REMOVE EXISTING SIDEWALK. • 4 (TRASH} Shaping the Future — / ® ' • 4 c�O1 PORTLAND • "'. i /�� ,� , s5 cX 9 REMOVE EXISTING ASPHALT PARKING AREA. 6720 SW PORTMACADAM avE srEaoo PORTLAND,OR 97219 ��❑ / 7 ` 7 \ a400.,..._ TEL:(SLT�)419-2500 FAX(503)419-Zbt?0 ( Ssc 10 REMOVE EXISTING TENNIS COURTS. `yOm '- .. .;,, TENNIS C411€2T--. 4 °Z EL=192.4'+/ i ^ - /o /[ - _•T'` - ' - . `� 1r11 REMOVE EXISTING SIGNS OUTSIDE OF GONSTRUCTION AREA.TO BE �F�`��p�Or ,4 .` i'1 I'.' II '� �' �� RELOCATED. _c. �t.GINFf /,'1'9- A:�'.:� I � RAMP TQ FLAGPOLE �; ± \ l`°der /•$ - il DOOR /N :•::� SCORE BOARD ��; OUTDOORS ��GG t; ` \i KAUTZKY PLAZA �, ,� I `+ I ,is/)%7411‘. ��;.'" O� . 4 -- . . I MONUMENT ��' .` . , STAIRS .7-`44" 1* BOULDER LS �' 4 : �j N. 09 �S 1' ib �.•3 O ii i iiiiii/ ii i�iiii�iiii i iii N S.1I1111-.. - - - ,� 1 V - 1, / -f �- CO �A MEMORIAL STAIRS © \ .I EXPIRES: 12/31/2018 >I w • 6Mtn WATER VAULT r -x =�r . Cs _�- r' • �' i i i i i 1■w i # i i i i (AUTO YARD) I �s ��G �w 4 � t. �' ,„_„ Y „ -��,o �- ‘akk ilfr ,� TIGARD TUALATIN SCHOOL DISTRICT t ' ;� _ • , • s. w i LOCK 4 4 o lil FENCE +`, ,;�' �� G ,. `i AlTU•F FIELD WALL ,��J SIIIII — — �'� �^ TIGARD HIGH r1. • 1 w: 2 ✓ .., 4 • L 1 1 `�� _ � ,.. .:: `� 5-c,� � ,,,� •,:--n ►� SCHOOL • I - . ,. .� }� FOOTBALL FIELD , -F' •� ..'A / 3 .� s .,a , .I- ,. � �-`S D��G �: ',� Ai� �: .t �.� .�� MODERNIZATION /., •';: •�'° - - `• "-CONCRETE .i EXISTING , �.i�` • ■ :�.;_ •' WALL % �� BUILDING � O .` 11 `, ' aw '. -11111P, % `� �% (AUTO SHOP) �., � ��J\ : cs, GP f ,\ 4" X■ ,� _ 9000 SW DURHAM RD. tir ■ � ,� __ ___ ,* TIGARD, OR.97224 l* • t6i ARTIFICIAL TURF , p �� :.�SWDURHAMRD.� BASEBALL FIELD ` \ �� S ' , Is inl �� r -.. " �� ® �`' I I.r -• JOB No: 6992.00 .. — ‘ ' 0 G ' .. J ' Ill+fllsll 04 II ill 4` J 0' G i �`l�l �� . �. 2 ISSUE DATE: MARCH 28, 2018 kik ■ �► G GP' # .moi+. '� 1 m \ _11 Mar ��• �; nu LU `gA - t.% CK Jurisdiction Stamp Area 711111 = Ir-/-. W - ', " .1P;. VO 1 \* ' ÷ ,,,_4 .40. It I s � � �, 1 �spihi.... BOLLARDS ' :L I-'� ��'��, � �r_. C� PRESS - f ..� • i Z �� I~� IIIIE3IIII= IMINIM1 V MATCHLINE-SEE SHEET ESC1 .1 V i /o a I; O 1 1f CO---,---„-Lc CLEARING & (6 DEMOLITION ESC 4 PLAN - NW SCALE: 1"=40' ' KEY MAP w b ESC 1 .o 40' 20' 0 40' SCALE 1"=400' CO n i, ,1 A _implim - 7....... . MM•1111 MINIM 111111..11 7 - �f t i •: ., . . . . . . , , _ , , J) 00 1140, IV - DURHAM rm. ,WHIP8H+1416 \VP1551.5>�„.., . :� � , ba8LtEi/MATCHLINE-SEESHEC1 .0 _TA' , �.4o o - F ii� ■ „.•,:,:.:111,1111 :-,111'."=, � � *: ' I Nom' , II _ ,yam'` • .� _..,'�� ✓„.t� �t� -u I — I Suite 350 -r_ 721 N W 9TH Ave, —�� . . I I X Portland, Ore an 97209 • I 7 1 0 m I T 206 340 9500 F 206 340 9519 --7 4 I 1 it II l - �o . ♦ ' - �1 )1 ct f ; I �� .._ �, 0 (J-411Iii , ♦ *I . di----- 1 CIVIL ENGINEER & LANDSCAPE I G l ♦• ;x Cardno _ o �� , :� , 1 6720 SW Macadam Ave Suite 200, \ I I __ Portland,OR 97219 ,� O I I T(503)-419-2500 Iii.4 aI <G'� J 1 ! Nili 1 STRUCTURAL ENGINEER ° �} ,:o v I 1 �' Catena Engineers 1500 NE Irving St., Suite 412 w J ° ` I 4- Portland,OR 97232 /° ! / j I \1 T(503)-467-4980 z KEY MAP I • 4/+ ° ° �� x 1 MECHANICAL ELECTRICAL & SCALE: 1”=400' 0 /� I 1 mg° ^� ° PLUMBING ENGINEER . >: 0 — 111 i ° °�: 900 SW Fifth Ave.,Suite 1600 S + + .. a v Portland,OR 97204 w Cr Y I T(503)-227-5280 1 C �S� •- c �f1 FOOD SERVICE CONSULTANT �' * 0 1 1 �o /4 Webb Foodservice Design �. 4*- S4 i 1 •��r a % + O 3700 SE Lafayette Ct. t �� • C Portland,OR 97202 0 * 0 iO � Cli1 T(503)-236-8566 Om * * aACOUSTIC & AV CONSULTANT I I 1 O v ** 4E— �� I I The Greenbusch Group -� G-� a1900 W. Nickerson St.,Suite 201 0111 Seattle,WA 98119 kt- Ir ,\ 1 T 206-378-0569 1 1 ° 1 1 0 COST 1 II ° 1 I x Construction Focus CONSULTANT a r I 1! `�I Eugene, 06_R203971402 LEGEND 1 TE 541 6$ II (214, LIMITS OF DEMOLITION El 6 il 1 . J EXISTING GROUND CONTOUR(2 FT) 198 II I 1 v 0EXISTING GROUND CONTOUR(10 FT) 200CI St GO RD I , PROPOSED GROUND CONTOUR(2 FT) 198 1 r J P 1 DATE 1114k_ ePROPOSED GROUND CONTOUR(10 FT) 200 EROSION CONTROL NOTES I - --- x . ...— — _ __.-._ is _ . __._ - I SEDIMENT BARRIER X X I S SAND �;A <-11:77, Cardno 1 INSTALL SEDIMENT FENCE.SEE DETAIL N0.$75 ON SHEET ESC3.0. 1 1 r , SAND Shaping the Future • ORANGE CONSTRUCTION FENCE 0 0 2 NOT USED. . / , i PORTLAND I I I srm sw uar�wAMAVE,sr�zc;o,stn anrp.OR 9�zrs 3 INSTALL CONSTRUCTION ENTRANCE. SEE DETAIL NO. 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Pg t- Rill riS RN ,moo, EXISTING GROUND CONTOURWe ) b 1 • II— 1 7— 0 �n SDS i r�, { , ----E-F-,_ .- • -141111 721 NW 9TH Ave, Suite 350 . _ • ur Ar 1 - w j (W} — ` ( _ EXISTING GROUND CONTOUR(1 D FT) - -200 ( • _ ,�i °. !c" ( ..) ) ( ) 71.TRFv_ Portland, Oregon 97209 II L __ is,.. �_ ;:. 1 . . ., ASPH,LT rf"~1 )----- - ��. .� ,. .�. .. .e� X CRIME WO" X . . � a�� PROPOSEDT (206) 340 9500 F (206) 340 9519 ,.�.. GROUND CONTOUR{2 FT) we Li C BUMP at WWI - e � I I , _ I �,1 � '� I T X it PROPOSED GROUND CONTOUR 10 FT) 200 �� ~ SEDIMENT BARRIER X X CIVIL ENGINEER & LANDSCAPE { ff///I////fI//I////f//II/f/I///I//f////////I/I///I//fI/////JJ/� aN. Cardno OA 6720 SW Macadam Ave Suite 200, ,� � � ORANGE CONSTRUCTION FENCE 0 0 Portland, OR 97219 "�'� ✓ ! T(503)-419-2500 TREE PROTECTION FENCE a o 0 /12 / . STRUCTURAL ENGINEER \\ \ �'' / {SWIM / (� .� ��,,,, / Catena Engineers CENTER) STAGING AREA 1500 NE Irving St.,Suite 412 12"CONCRETE Al' / % WALL Portland,OR 97232 illki / I T(503)-467-4980 T / tIsiJ //✓✓/i/✓~ / .�r�:r :r :r r - •I6 or-, MECHANICAL ELECTRICAL & 41,11, 6.,. - •:-1. • .fit.:+ O Q / / .�• �• �-�.� .�• .�•��•' CONSTRUCTION ENTRANCE •'+�'' '�' 'Y' ' 'ieke PLUMBING ENGINEER �J — •I BIKE RACK— • +-+-01.740.,41H2.4111".. '. ' i :� Glumac �J�e / I — / X 900 SW Fifth Ave-, Suite 1600 - . • ,41 jiiii f/./� i�ii✓iiiiiii//iii INLET PROTECTION Portland, OR 97204 wee,..1.3RN 181.7.1 // \\.\\ B1.1MP ■ T(503)-227-5280 - . ////////////4.•.. 6".•NCRETE W DRAINAGE FLOW DIRECTION FOOD SERVICE CONSULTANT W - [ ------ ,. z Webb Foodservice Design I IH > 3700 SE Lafayette Ct. , -7 ii Q CONCRETE WASHOUT Portland,OR 97202 CI1 0'1W j ■ �' T(503)-236-8566 7"! X m j TREES TO BE REMOVED U . 11) / ■ ACOUSTIC AV CONSULTANT W \ 1III j I 1 The Greenbusch Groin 6 1900 W. Nickerson St., Suite 201 W \ * Seattle,WA 9$119 _ \ iIT 206-378-0569 U) \ \�W %) I COST CONSULTANT �� _ A i ,� Construction Focus i'i . ' I 740 Almaden St. ' I EROSION CONTROL NOTES Lb \ �� Eugene, OR 97402 Z \ T 541-686-2031 J SH \ ; "". limm � � mam ■nw � imumimimmirmmormmlmmmww ■usimm .mm � oom � _ \ f� ' I % 1 INSTALL SEDIMENT FENCE. SEE DETAIL NO.875 ON SHEET ESC3.0. U TOR \ 1 'i�Lm 4 ■ miI. wr ■wim � mimimmi mil 1 a( `�. \ i Q \ ,�., 1 4 4 X ♦ . 2 NOT USED. WO FRI ,eaeo ft"/ = ! i . i I 6'CHAIN , .-, � -'-... I- ___ ... ��LINK FENCE t ; 3 INSTALL CONSTRUCTION ENTRANCE. SEE DETAIL NO. 855 ON SHEET ESC3.0. 011 .4 : II Y, t - or +- = J ,n, `�_�` \ " 4 INSTALL TYPE 4 INLET PROTECTION.SEE DETAIL NO.915 ON SHEET ESC3.0. (W) .. . / \ Ni ` \ ,t■~ +�j*� -,-r �E� I ill I �' 5 PROPOSED STAGING AREA. \ 0 • \ .. 9 .a00 6 INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. -' ///////i, I X 4 '� ` 6 �• ARBORkST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE At DATE ' INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF _ / o • z z qD \ 1 % rn er � I,� x ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. ��ryO ✓ / mo \\ ; Ala, i i 7 INSTALL CONCRETE WASHOUT. SEE DETAIL N0.900 ON SHEET ESC3.0. Shaping the Future - • x / �� IN +:.:*`• - wR -'� si PORTLAND • W CO j _ r~u'*00 '� ,. �• ' -� / ....4..., ""^� Cluj, b�NswMACADAMAVE,STE2070,PORTLAND,OR 97219 •�a:-' ��.�� '.��`• T � © 12 INSTALL TEMPORARY GRAVEL CONSTRUCTION ROAD. / / • 3a+ •+ s•1 u�+{ r t•�T �•�+ + TEL(503)419-2500 FAX(503)419.2600 I c:\ 0 0 0 i / 3r. . s l , �� y+ 1y�neL 6'CHAIN / P� .�:* . 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I� o • Portland,(503)-419-2500 97219 i : I I I ,�.' ; / IX STRUCTURAL ENGINEER ,. I -� =� I� I1111 : y, Catena Engineers cl iii I ;� ,; , I 1500 NE Irving St.,Suite 412 Z j I p i'. Portland,OR 97232 "•-, L ,/6.) a 0 I 1 T(503)-467-4980 L G 1 1 1 ll N o ��-' p 'GP MECHANICAL ELECTRICAL & + I!GP NI_ PLUMBING ENGINEER ` .`. I 1 +�I Glumac r o 1 900 SW Fifth Ave.,Suite 1600 KEY MAP I1 0 J I Portland,oR 97204 T(503)-227-5280 SCALE: 1"=400' �� , a,,.., 41, j!II- a I FOOD SERVICE CONSULTANT 1 I ,1Webb Foodservice Design �, �- Iiti)61I ^ 3700 SE Lafayette Ct. ,_``' I Portland,OR 97202 cc U ° �, '`u_i a /1 T(503)-236-$566 — 4% • • Blt a 8 co ACOUSTIC & AV CONSULTANT 111 00 �� . * 0 rx 0 The Greenbusch Group 0 1900 W. Nickerson St.,Suite 201 /c4p Seattle,WA 98119 * * t. L 0 0 1 1 pC! T 206-378-0569 * ** I Oo di 1 I COST CONSULTANT 0 0 * * l W [1 1i Construction Focus j 740 Almaden St. ) I Eugene, OR 97402 1 T 541-686-2031 0 �' I H Iii LEGEND ---N � I LIMITS OF DEMOLITION I a \ EXISTING GROUND CONTOUR(2 FT) 198 6 Ar I - CI EXISTING GROUND CONTOUR(10 FT) - - -200 EROSION CONTROL NOTES 1 I III I 1 INSTALL SEDIMENT FENCE. SEE DETAIL NO.875 ON SHEET ESC3.0. ,��, i • • / \ DATE + PROPOSED GROUND CONTOUR(2 FT) 1ss (iiir) 2 INSTALL ORANGE CONSTRUCTION FENCE. sc� ea\RD ,e. �• 1 a1ECardno PROPOSED GROUND CONTOUR(10 FT) 200 3 INSTALL CONSTRUCTION ENTRANCE. SEE DETAIL NO.855 ON SHEET ESC3.0. H>"1-H. _. P Shaping the Future .4 h� _ �� - x --._ PORTLAND SEDIMENT BARRIER X X I . I6720 SWMAC4OAMAVE,STE2t'aPORTLAND,OR 97219 4 INSTALL TYPE 4 INLET PROTECTION.SEE DETAIL NO. 915 ON SHEET ESC3.0. , TFl-.(503)419-2500 FAX(503)419-2600 I % ' j, SAND www.cardno.00rn .� g ORANGE CONSTRUCTION FENCE 0 0 5 PROPOSED STAGING AREA. 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'• �Ls �'r�;I r�wir• •1�+�- \\\ �\ X Ni -X X�rX X X Y ! 1 • l.. ve �„ arl•:na•iw4 • ai; ljc r i w •`•al.��r`�+w '��1R N L� I A. ®�. ,7• , •.K w• tot, i!IRS• i� •r4• •. •'�.. ..' aVM`• 1•••t• .., a :�r w �.n: --- - ." 0 0 0 0 0 GRADING1 COME( , STREET 8 •L+�` � '��'�'}y1 ~�i,` t�� N•��aZ��tr i•.}-• • a K�' I,w +�- ? onvinM ..�c!. pmaUN w�aoH ..o`•do~ - :w ti•.Nntlea woia al*w0•'�•^w _ra % awraa. m rc m aNna m COMM m yk m mc04ri .STP AR •�IIIIIKIIIA, W:_;s�'f4 at ire O - w �iwYAmimm im� � mdomadim +� i =Yon =I willowYwumi � N`� d(wmimilYi � rr mm mami �m � � wrMrM-1= siMN-IMF amm m mg um lisiximi Trim m m m ml imxim_an_m"in m_Imimdmmopt I•:im_m- Emil UTILITY ci p CONSTRUCTION ESC PLAN - SOUTH w SCALE: 1"=40' H E S C 2 . 1 ,_,E7-1 ` _ ao' 20' 0 40' U/7 0al \SWDURHAMROAD bassett/ I v F::: LIMITS OF DEMOLITION iarchtects T pia Tx* i 176,07 Q EXISTING GROUND CONTOUR(2 FT) 198 S } _._ ...._,... EXISTING GROUND CONTOUR(10 FT) • 40;10;m...di' :•. i � 'a f 11h1 h!1 W) r (W) — -- , - ( v) sinw,� Is �� LSO) SD 721 NW 9TH Ave, Suite 3 ( Portland Oregon 97209 .- .- .-_ \ PROPOSED GROUND CONTOUR(2 FT) 198 _--__- _ - RSVH41 SFIErki A.V.IL7 SriL.W( RSPILT SIEIMi ' ' Elk g — ..-. F. s so. , �rJ-� �� X.. — X — '. ®TRS ti� T (206) 340 9500 F {206) 340 9519 I11 k1 �� / .. . N-,,...,-, � , , -`� x — PROPOSED GROUND CONTOUR(10 FT) 200 x',62:. 1 1 /r --- --y - L E l Cam SOE.Vx A,. , 3 SEDIMENT BARRIER X X BUMP BUMP I I� lbs r°=_________/ X IDS 1 3 —6� �► CIVIL ENGINEER & LANDSCAPE 7- , ORANGE CONSTRUCTION FENCE 0 0 Cardno r • Zfr 6720 SW Macadam Ave Suite 200, / Portland,(503)-419-2500 9 • 19212 I ' "; * ' TREE PROTECTION FENCE 0 o 0 I //// X. ; \ STRUCTURAL ENGINEER {SWIM STAGING AREA \ `r . Catena Engineers l \l.] �`' )//i CENTER) 1500 NE Irving St.,Suite 412 12"CONCRETE /J WALL ru Portland, OR 97232 [T / �"` itaie %1;1 1 T{503) 4671198Q / CONSTRUCTION ENTRANCE Y Y r ' HGF[ ��61A P16� ��,�� = = MECHANICAL ELECTRICAL & Illirr AZ ?. ,E�, Grp ■ 0ke. I'r1. .ar PLUMBING ENGINEER vr-i BIKE RACK • Glumac 014.23 �� _ X INLET PROTECTION 900 SW Fifth Ave.,Suite 1600 \\\\ T .- / / -- . . , ./////f/�r///////////////////i./il_ Portland, OR 97204 Rid ,�� BUMP ✓ _ . DRAINAGE FLOW DIRECTION T{503)227 5280 a 3 _ r //,./(///////14 *.NCRETE CO _ L FOOD SERVICE CONSULTANT 1 Webb Foodservice Design ■ „� CUT AREA I� IF"\ 9 /1/K,1,6j I 3700 SE Lafayette Ct. �""' 1 ¢ 1--__—_—_—_ Portland,OR 97202 p \ _ T(503)-236-8566 U - �, / I ` ■ X FILL AREA - + + + + + + 0 ; �' + + + ACOUSTIC &AV CONSULTANT L11 1 j * The Greenbusch Group i— �, I ■ 01900 W. Nickerson St.,Suite 201 w ■ CONCRETE WASHOUT Seattle,WA 98119 _ \ ( I ><1 T 206-378-0569 LLI \) rn — ■ ■ ' COST CONSULTANT ��.. rn ! 1 �' 0 h Construction Focus Ill ' 740 Almaden St. Z �;� ' Eugene,OR 97402 \ I 4 T 541-686-2031 —I 3H \ lo - - - r• ■romimm — rr■ - - - - - - - - - rr ne• mm r — r• - - - - - sr• — � U ,TOR \ 4 r■ in m r. mi mi m r• m r• mi mi = mi m me .� , I— 14 IIII1< EROSION CONTROL NOTES Qw, m.,, 1 r 0 TYP. 4 e N 1 , moo4 �: _ , /`gyp 's' l I l �y , 1 INSTALL SEDIMENT FENCE.SEE DETAIL N0.875 ON SHEET ESC3.0. IPSO ; lir'' e o u d d � . �, , 3 ,- o o o o 0 0 1 EX 4 �� l"/ �r ��!"' i x ' X 2 1 INSTALL ORANGE CONSTRUCTION FENCE. (W) = rL OW _� 4 t`� ,��* (�� l ; i 3 INSTALL CONSTRUCTION ENTRANCE. SEE DETAIL NO.855 ON SHEET ESC3.0. \n\N\7 .i a II ' 4 INSTALL TYPE 4 INLET PROTECTION.SEE DETAIL NO. 915 ON SHEET ESC3.0. ��/// - - / I /////// ` x 6 , .... ' 5 PROPOSED STAGING AREA. ADATE `j / i `° III ~ INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. q-D o o / z z YP. 1 �_. ■ ■ 6 ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE (1") Ca1'dno 0 • / ° i ��,__.- ilk., INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE Shaping the Future -� x ��,�► •r � ,� �.,ax �- ., SITE DEVELOPMENT AND CONSTRUCTION. / w a"tb .A•..f r , R. �..*� •r a I PORTLAND CID / �+` ` i�.�`r+.',�S�� .Y+ .'rte• F�ri�� / r' 3 cartfracom ' / /' �•'�� .ir A�.�"+ � •�+;��'• �� 6720SWMACADAA?AVE,STEZOO,PORTCAIVD,OR 97219 ilk /• /�� ° I 2 ° s'''..1/4•1"1"" "" 4 ."'+e�>s1."1,11 a �� .4+ • �` 1~ 7 INSTALL CONCRETE WASHOUT.SEE DETAIL NO.900 ON SHEET ESC3.0. ( ' FAX(0419-zsno i�'./1 �� a +�' , ■� ~ _` INSTALL TEMPORARY GRAVEL CONSTRUCTION ROAD. �[�PRQF�c ss 6 .p 2C'1. i,�': �R j��L..•1.'.�+l,i�+� + s ��M+�`�s � / 40:3‘ �••1. 12 C C`"- �' IA 1mi I;ui��n i �.',.o .%-. .�- ohm 4 �S �NGIN�F. O,L Iliwc, X ` X X X X X X X-rot —x x x X X X X x x x imam v R1 .�` ( , N. , te QuE E) a I4:j.T., -�� Ng m _ -mm m m m m _,m imm m m m r,om _ .r : .. ms ■ ,�- um-mr ow = ME�-= >.--m-mr r■r;�--�- � l,� UTILITY CONSTRUCTION NOTES J� Ilk ---- -- f 6'CHAIN 1 HDPE STORM LINE. ` � Ku t115.26 o �� LINK FENCE 2 ,.,,,;./4,!.11 09, \ //////////////////// O CONNECTION TO EXISTING STORM DRAIN MANHOLE. EW C .\-c" ,,e ��G / EXISTING / Q. po111 O STORMFILTER CATCH BASIN. EXPIRES:12/31/2018 'D\ G `, / BUILDING i.,.,03--I' \,'D\ '//////////////////// //.../,/,.%,._c) TIGARD TUALATIN SCHOOL DISTRICT . ; TIGARD HIGH a c.,J�EV" ASPHALTle SCHOOL A. MODERNIZATION 0 0 f S. 9000 SW DURHAM RD. TIGARD,OR. 97224 SW DURHAM RD-- __ ---\510‹.....\----- -- - _ — JOB IVO: 16992.00 Ii i„ .-I-O• ' •, H �'. .1' • 1 t iila� � ISSUE DATE: MARCH 28,2018 pp'�9�1 `�I�I x'�'7777 ♦ , ., I i `! I 77-c7' A.,. ,t,., ,,, ,,k i_40,.... , Ira& _11_, _.. .. I ______ ___ I ■ lU� � � �lliiilil Jurisdiction Stam Area 1 -.' - N:--$A9‘‘ AOr : 4,4„,, ‘. .,___ . ____ i o 1 .1,4‘r. . f 2 . , , ri.-... II IT D �� GRADING1 STREET & UTILITY O ...; L_ _=„,Z 0 CONSTRUCTION ESC PLAN - EAST KEYJfO" M0 LLI 1-- SCALE: 1"=40' ' ESC2 .2 40' 20' 0 40' 1 I MAY BE USED SHORT TERM - Fbassetti W/ UTILIN WORK AND W/ _ -�.- - _ - PHASING OF DEVELOPMENT �e3w _ v ANGLE FILTER FABRIC FENCE TO �� Ili ;.E+6�� ASSURE SOIL IS TRAPPED I :Hill j��.�� !� ► It( 7 i i I �li! , ki�l. I+FLOW 'ii + \°i. I! r.••� '—•r�` 1' tl(`E'`if • \----ilm`- ' II } SII - -I+ �� ++ 721 NW 9TH Ave, Suite 350 0 1� 1iAr NNu+,i r"""�`1°�''"" ' y' �` � ' \I Portland, Oregon 97209 !_i lolil I IIIIIII�IItlI11RI �' (TYP)111! - ER i5 I 9 1► Ik�l i�IIIIII!ItfP: �'ic -.' AMP. .:,;„--t' 1i kir' ':ilt,t itv;€ililp r,.:.-_•-:� _.=;, i..;7.:.. T (206) 340 9500 F (206) 340 9519 �, .an .I=i ii'.inli] " iaCCnkC:. . \ I I I hi - S• ��+�• w";� fir "•z '~`a' INTERLOCKED 2"x 2" CIVIL ENGINEER & LANDSCAPE _� ��- `- �. `�� PLAN V'EW `; ,� "�i;�_-�_fit_'==;� POSTS AND ATTACH 60• (TYP) AREA DRAIN NOT TO SCALE Cardno 6720 SW Macadam Ave Suite 200, CATCH BASIN Portland,OR 97219 USE STITCHED LOOPS T(503) 19 2500 il � 3' MINIMUM FLOW ,M ' ++�►two.; OVER 2'x 2" POSTS NOT>=s: STRUCTURAL ENGINEER 'II f{IIII't�!. FROM TOE SLOPE- !7 IVI Ililllli' 1. BURY BOTTOM OF FILTER FABRIC 6" Catena En Ineers 1nlmk VERTICALLY BELOW FINISHED GRADE. g � 11�1�I!; 1500 NE Irving St.,Suite 412 ¢ I ,t;I an ' 2. 2"x 2" FIR, PINE OR STEEL FENCE 4▪ 111S Portland,OR 97232 +'. i ■�"rni w.a�r;Nil ::.m ■��,r : l�:,•r I 2'-6" .� ituu ,rtNnn POSTS. T 503-467-4980 • •I -- .,_ � +1; mi.., FLOW 444� 3. POSTS TO BE INSTALLED ON U HILL DITCH BOTTOM iii IiII1IIii SIDE OF SLOPE. fIII lhIIli ��*4 4. COMPACT BOTH SIDES OF FILTER I MECHANICAL ELECTRICAL & 1 0 a 11L hh1li11�46 1 ��// �1 r+"Il"I` _ FABRIC MUST PLUMBING ENGINEER ..n. � - *��_ 6" / 5. PANELS BE PLACED ,.7AII•',`- FILTER FABRIC 'V N. t •l ACCORDING TO SPACING ON DETAIL Glumac I ,' : Ae .• •', ,I,I�i�e�llllr -� MATERIAL 36" - r NO.940 900 SW Fifth Ave.,Suite 1600 1111• WIDE ROLLS. Portland, OR 97204 DITCH INLET PLAN VIEW I t '+ 'r'L PROFILE T(503)-227-5280 �� I`=�si+l � NOT TO SCALE "'4"" ' FOOD SERVICE CONSULTANT I'1 aIIII ' �•Y Webb Foodservice Design 6" overlap of bags. fi r 3700 SE Lafayette Ct. NOTES: •••••••••••••••• Portland,OR 97202 1 . ADDITIONAL MEASURES MUST BE :•••• •♦••♦•♦••::'• :• • •• •• •••♦ •• " "'•••' ::•• = •" FILTER FABRIC MATERIAL T(503)236 856fi 2'-6" - •. • • . .•..,:•;• ♦••.••"••;.., • , . •. 36" WIDE ROLLS CONSIDERED DEPENDING ON SOIL TYPES. •.•.♦...:.•.•..• •♦•♦:•••:•:♦♦•♦..••• , *, •••'• ..:: : :::: •'• •='"•'••••••.. °' ACOUSTIC &AV CONSULTANT 2. BIO-FILTER BAGS SHOULD BE ;•:❖:❖:• :❖ : • :•: :•::•:•;•: �•.�:;,•:•:❖••:•;:• •:•; The Greenbusch Group lc � STAKED WHERE APPLICABLE USING (2) b" y•'. 7X•" �� Im► /•"� / 1900 W. Nickerson St.,Suite 201 1 "x2" WOODEN STAKES OR APPROVED Seattle,WA 98119 EQUAL PER BAG. 1 T 206-378-0569 6'MAXIIAUM SPACING - FOR FURTHER INFORMATION 3. WHEN USING 30" 910-BAGS TO FOR FURTHER INFORMATION 1'-6", i - p ON DESIGN CRITERIA SEF COST CONSULTANT DESIGNCHAPTER 1.- OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST ❑CHAPTER 4 ❑F�TIA CLREANSEE WATER FRONT VIEW SERVICES EROSION PREVENTION Construction Focus HAVE 4 BAGS AND THEY SHALL BE SERVICES ER❑SI❑N PREVENTI❑N AND SEDIMENT CONTRO_ 740 Almaden St. AND SEDIMENT CONTROL NOT TO SCALE PLANNING AND DESIGN MANUAL Eugene,OR 97402 OVERLAPPED BY 6"• g PLANNING AND DESIGN MANUAL. T 541-686-2031 INLET PROTECTION SEDIMENT FENCE TYPE 4 CleanWater Services CleanWater Services DRAWING NO. 915 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 / \ DATE FOR FURTHER INFORMATION ' NOTES: (1, MIN 1' HIC EXISTING GRADE ON DESIGN CRITERIA SEE _ 40 3' BY 3' MIN AT SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WACs�f'L�I7� 1. WASHOUT FACILITIES SHAM BE BOTTOM OF AND SEDIMENT CONTROL '\� fil....fr Shaping the Future HAINTAINED TO PROMDE OLDING CAPACITY WITH ADM MIATE NIMUM IIII��IIII� VIII Mil lilll"� I CONTAIN 4.,- TO PLANNING AND DESIGN MANUAL. ��' cc•1' 9° . Sp M/ POR6720 sw�taNcAaAuAVE,srezov,Fovrtarro,oR 972/9 FREEBOARD OF 12 INCHES. __ CONCRETE pP 11" - 4. A A G FQ TEL(503)419-2500 FAX(503)419-2600 2. WASHOUT FACILITIES MUST BE I I '�/' �ti• r ,. ' IJ`'�,�QCp� •:: , . A:>.--• D w.vw. n. corn CLEANED OR NEW FACILITIES MUSTIIII I •time r nitro araid O`1� • ,Q • 4i BE CONSTRUCTED AND READY FOR I��'.R j'If�I�i=� : -: + �DPR�F !i -I wY�w �iY�r7~it�iY, 0 . �' r .. <c\ ass USE ONCE THE WASHOUT IS 75% 11 r== i I �.� I • • o S 1_��-1�-�I_ 1: 'x'1`'1 / :�: • :a . . a (' G 4 N E Off" FULL ,-n-i-I ._.ter_ :Q-.- '� ..4. � N F 3. IF THE WASHOUT IS NEARING - ie,�r-�- rr401*-Ari"d `` CAPACITY, VACUUM AND DISPOSE Il �i �i>triiA~ri 44 / '`•' _• ' 4''iA. ' °' '" ' -s� • OF THE WASTE MATERIAL IN AN ] / � 1 .1. A '/ ..i: • •P .4 III \ II • eirm / RADIUS = 25' MIN. .a: ' ► ; +. P• •' e v- L *it\ APPROVED MANNER.4. TEMPORARY CONCRETE WASHOUT I • •� `�-¢ p �pF FJ� �,`� x,51 • 09'4 iv ,,,\\ 4. FACILITIES SHALL BE LOCATED A IIIII =IIIIII= _ = CLEAN PIT RUN OR 3"- 6" CLEAN ROCK �IP Q�O� OF li-GAF' ryEW C .�F MINIMUM OF 50 FT FROM SENSITIVE NO- cc' AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO SUBGRADE REINFORCEMENT ��G� * EXPIRES:12/31/2018 FACILITIES AND WATERSOURSES. CONTAIN CONCRETE GEOTEXTILE, AS REQUIRED 4. v. 5. CONCRETE WASHOUT FACILITIES PLAN 8" MIN. SHALL BE CONSTRUCTED AND NOT TO SCALE DEPTH TIGARD TUALATIN SCHOOL DISTRICT MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL TIGARD HIGH ALL LIQUID AND CONCRETE WASTE PLYWOOD _ GENERATED BY WASHOUT - CONCRETE- 48" BY 24' OPERATIONS. WASHOUT PAINTED WHITE GRAVEL CONSTRUCTION AREA ENTRANCE CURB RAMP SCHOOL 6. INSTALL CONCRETE WASHOUT SIGN l BLACK LETTERS WITHIN 3D FEET OF TEMPORARY 6" HEIGHT 36" _ CONCRETE WASHOUT FACILITY. 72" `` -' -' i. PAVEMENT FV1C)DER1\IIZf\TIIC)N 7. TEMPORARY CONCRETE WASHOUTS • .; es44.\.,-ti.4. . l ' - . - •-: •~�d •MAY BE APREFABRICATED f • � �.`�f _CONTAINER THAT IS PORTABLE AND e .,1.:',..;,.:-,... • � 'r �1 4. .7 rn -CONCRETE WASHOUT SIGN ►C�� ' '�'1�1 . � . �'REUSABLE. �• f-� �•lJ I •: � ,. -• .• - .: "s._. .DETAIL !* `� �`;�t Ii.':.... • .. • • : �� • (OR EQUIVALENT) I •• / \�_ l �•;..• • ;•' ' •t • NOT TO SCALE �`,.#19 ''s�..•:�; :'.• ••i:i .' ' ' �. , 9000 SW DURHAM RD. `:-':t;`"'.- TIGARD,OR. 97224 EXCAVATED MATERIAL 3"-6• ROCK WITH A 1' MIN AY BE USED FOR MINIMUM 8" DEPTH JOB NO: 16992.00 PERIMETER BERM NOTES: t •4-- 2 ISSUE DATE: MARCH 28,2018 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING 9b SLOPE OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR Jurisdiction Stamp Area CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1' MIN _T,r,Jlll Iii'_+ , VIII • :•_::•. ::-:'•.: 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 1 X11 Il 11=ll 11 I ' L _ _ _ _ I- i` `' ), 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ^ -� 1 Vii- � u-u-i1- � -il ii-11 LL II-II I-I-II-II-�- THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. =11=11= 11= l II II=_ 2' MIN 1,- -� II- 1 i� II= --11 11 1 11= '1T _II•;I�„� - 11=�� f� �' I - I- �I =1�11-I 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION '� II;„TIS - 11= i II I-II-II li_II li ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED r i� ” " 1,, {it�Il-I „,,-.„1,1 FILTERING SYSTEM. V 5. DIMENSIONS Z SINGLE FAMILY —� 3' BY 3' MIN TO EXISTING GRADE 20' LONG BY 20' WIDE 8" DEEP OF 4'4" MINUS CLEAN ROCK. ❑ CONTAIN CONCRETE COMMERCIAL 50' LONG BY 20' WIDE 3-6' CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE SECTION A-A FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE D CONCRETE WASHOUT co EROSION AND C1eanWater Services CONSTRUCTION ENTRANCESEDIMENT DRAWING NO. 900 REVISED 12-16 CleanWater ServicesCt DRAWING NO. 855 REVISED 12-16 o CONTROL DETAILS W I-- ESC3 . 0 cn KEYED NOTES D#� 1 PROVIDE 2'X3'X3' MINIMUM SIZE CONCRETE bassett' COMMUNICATIONS PULL BOX WITH NON-SLIP COVER AND CONCRETE BASE LABELED'COMMUNICATIONS' architects 2 (1)4" CONDUIT FOR UTILITY PRIMARY PER DISCUSSIONS WITH UTILITY (PGE). VERIFY DUCT REQUIREMENTS WITH UTILITY PRIOR TO CONSTRUCTION AND PROVIDE DUCT 721 NW 9TH Ave, Suite 350 IN ACCORD WITH VERIFIED RESULTS. CONDUIT AND Portland, Oregon 97209 ASSOCIATED WORK TO PROVIDE A PATHWAY TO THE T (206) 340 9500 F (206) 340 9519 NEW UTILITY TRANSFORMER VAULT(INCLUDING VAULTS) SHALL BE BY THE ELECTRICAL CONTRACTOR,AND THE /`� CONDUCTORS SHALL BE BY THE UTILITY. (/ CIVIL ENGINEER & LANDSCAPE 3 VERIFY LOCATION OF EXISTING UTLITY VAULT WITH Cardno UTILITY. 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 5)( meq? Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER �\ Glumac & / 'O-, 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 / \ T(503)-227-5280 30 60 / N. \ FOOD SERVICE CONSULTANT / Webb Foodservice Design / \ 3700 SE Lafayette Ct. / \ \ Portland. OR 97202 / T(503)-236-8566 \ © / �;• \ ACOUSTIC & AV CONSULTANT /� w The Greenbusch Group \ 1900 W. Nickerson St., Suite 201 / e ' ., Seattle.WA 98119 fh F: T 206-378-0569 / ` N, COST CONSULTANT tib • N. °;\ N4 43I Construction Focus / �. / ' \ 740 Almaden St. %�i \ e - :, C .,,-,,.° ,:„,,-7$ ��,cc�F g ,� j~{.� \ Eugene OR 97402 T 541-686-2031 -,0 ,,,,, /t$::, ,,,,,,,,, �!en + a Q ;: %' 4) --/ fj III GENERATOR = + l :,,,,iie J Ip ' - kij(' ' ': � ` \ tet.. ? \ \ JI FD, ,i, °� ': jIIi � v �? 1 j UTILITY TRANSFORMER-- �'FD •\ • . I `I -. as 1\� .:1) i ? \__,_ '441 • _ T II 4)./c ? t) _ . _,- V `f9'7 \ Dry I �' - -r- % 4, , N. n \ \ 360 I i• I --F--�� - ,,/;' i � N. • • • { 4 UTILITY VAULT-\ II "a`\ 1. • \ __ r ,,,r� r 7 �O R El o • ' - - 11 _. II I- -�, uj Ail _. 1 ----7 • O6a , „,i . . . - • ��,; :;fir .� HIL-.! F - _ © • P „ 1 -;-:J., ii . I i FD — . : ,_.__ I IDE - - c --.T— ,' . ---t ,. -17---'—'0•3"f ---- 0• F , .,. �--—l�"wv T 1 li I r-t--1-- -Lj—r---) ----- : Iii ° FD0 i. ",..,' , N N (2)4” C. PVC 1[i: I u r� COMMUNICATIONS) 4 In I © � F 9 0 00 �3\� 1 S iii ? gIO:r: N I MDF - 0 1 - N I i . fI& 0 / \ DATE �0 II N -r, r° ll (2)4"C. PVC ; 1 _