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Plans BUP2014 - 00061 & SIT2014- 00005 P4 RED ROCK CENTER H PAD B SHELL � ' ' w U RED ROCK CENTERO 04 72ND AVE AT DARTMOUTH AVE Q TIGARD, OR W PROJECT TEAM SCOPE DESCRIPTION 03.14.06 LOCATION PLAN -- TIGARD OR DRAWING INDEX � 4�N TIGARD, v�- OIri 'iN C i IC},N REOUiRED ~�N M. A ER � OWNER: Doug Fry These documents ands specifications are for a new building of Scale: N.T.S. ARCHITECTURAL DRAWINGS Stat_ of t. rouon structural Speclaity Code 908 Deborah Rd p g type VB construction, occupancy type B, non-sprinklered and associated site work. The overall building square footage is 8,148. 99W ncrete and Reinforcing Steel Newburg, Oregon 97312 A1.0 COVER SHEET EP olts Installed In Concrete Tfl� POR NO, R ON �y Tel: 503.348.2237 These documents contain work for the Architectural, Structural, Civil and Landscape requirements SITE A1.1 ABBREVIATIONS / SYMBOLS spatia!Mcment-Basi ting Concrete Frame for the construction of the facility. Mechanical, plumbing and electrical will be Design-Build A1.2 SPECIFICATIONS ��L�' OF CONSTRUCTION submitted separately. + A2.0 OVERALL SITE PLAN0� Reinforcing Steel&Prestressing Steel Tendons MANAGER: Brian K Water o A2.1 PHASE III SITE PLAN M Sfmctural Welding 1001 SE Water Ave #121 Design-build electrical, mechanical and plumbing documents are to be reviewed by Anderson N sw BAYLOR sr A2.2 SITE DETAILS ® High strengnt Boa`s; g Portland, Oregon 97214 Dabrowski Architects and Construction Manager prior to permitting. Structure!Masonry `n C1 COVER SHEET (ON-SITE) El Tel: 40 Fax: 503.595.0145 17-1 Reinforced Gypsum Concrete All permits should be secured prior to the commencement of construction. C1.1 EXISTING CONDITIONS C2.0 CIVIL SITE PLAN 0 insulatingConcro°-eFil! ARCHITECT: Anderson Dabrowski Architects, LLC Submittals for mechanical, electrical, fire protection/alarms, plumbing, door hardware, casework, _" + sw CLINTON ST C3.0 1200C COVER SHEET (ON-SITE) EJ Spray Applied Fire-Resistive Materials 1430 SE 3rd Avenue, Suite 200 and finishes to be provided for review and approval by the Architect and Construction Manager C3.1 EXISTING CONDITIONS AND PHASING PLAN O Pilings,Drilled Piers and Caissons Portland, OR 97214 prior to order or fabrication. C3.2 PRE-EROSION CONDITION p Snotcrete Tel: 503.23n And Fax: 503.239cipal SWDART C3.3 GRADING AND EROSION CONTROL MEASURES O Special Grading,Excavation and Filling Contact: Jon Anderson, AIA, Principal Contact: Margaret Wilson, AIA, Architect ST C3.4 EROSION CONTROL DETAILS C3.5 EROSION CONTROL DETAILS 2 C7 Smoke-Control Systems C4.0 GRADING PLAN (CONTOURS) 0 Other Inspectins ANDERSON C4.1 SPOT ELEVATIONS D A B R O W S K CIVIL ENGINEER: PACE Engineers 5 C5.0 ON-SITE UTILITY PLAN Lake Meadows Road, Suite 345 _� + C5.1 SANITARY SEWER PLAN AND PROFILE ARCHITECTS Lake Oswego, 22 97035 SW ELMHURSTST C6.0 DETAILS CITY OF TIGARD L L C Tel: act: Andrew Fax: 503.597.7655 I C6.1 DETAILS REVIEWED FOR CODE comMIANCB Contact: Andrew Reiter I C6.2 DETAILS 217 ApproVTC. ved. ( ] LANDSCAPE a a > LD0.1 SPECIFICATIONS F Hz LD0.2 SPECIFICATIONS ` `smut ARCHITECT: MacDonald Environmental Planning, PC \ Address: 15O 9020 SW Washington Square Road, Suite 410 co LD1.0 TREE MITIGATION PLAN - PHASE III ��,� Suites � ID Portland, OR 972223 N N LD2.0 IRRIGATION PLAN - PAD B �� Tel: 503.224.1225 Fax: 503.295.6906 LD3.0 TREE PLAN - PHASE III By: Daae l l (�- Contact: Laurel MacDonald Bonnell PROJECT DATA LD3.1 LANDSCAPE PLAN - PAD B I\\ SITE PLAN -- 72ND AVE AND DARTMOUTH UUU Portland Office: Contact: Brenda Bowen 1430 SE 3rd Ave, Ste 200 A3.0 FLOOR PLAN AND ROOF PLAN Portland, OR 97214 Scale: N.T.S. CITY OF TIGARD T: (503 STRUCTURAL JURISDICTION: City of Tigard A4.0 EXTERIOR ELEVATIONS REVMWEDFOR CODRCohulZ ANCR F: (503) 239-7377 239-7327 ENGINEER: Nordling Structural Engineering, LLC Permit Center Building A4.1 WINDOW DETAILS t 6775 SW 111th #200 I " ] 13125 SW Hall Blvd , SW DARTA RM STRI BUILDING SECTIONS Approve& Beaverton, Oregon 97008 Tigard, OR 97223 A6.0 WALL SECTIONS OTC: �` � ] \ pemtit#: Tel: 503.924.5901 Fax: 503.924.5903 Tel: 503.718.2439 i � Contact: John Nordling LES Z -� PROJECT1111C 1�1 ,mRAddress: � A9� 7Z�1C1rFi E A61 DETAILS .r a `: � A7.0 SCHEDULES i Suite#t GENERAL ADDRESS: Red Rock Center A9.0 REFLECTED CEILING PLAN ��T -Lid ,/ SW 72nd Ave at SW Dartmouth Ave m WETLAND .":' �J BA D¢ �:i t t r , www ADarch1ects.com CONTRACTOR: Emmett Phair Construction Tigard, OR RESERVE:::': ° b t &1&11 a S1 GENERAL NOTES, FOUNDATION AND FRAMING PLANS 16650 Fir Ln ``. _ Q pS2 WALL ELEVATIONS AND BUILDING SECTIONS �+�v�nv�}�+� ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND SQUARE S3 DETAILS DEFERRED AND ARE THE PROPER YOF AND RSON DABROWSKI Lake Oswego, OR 97034 I oPLANSSETFORTH ON THESE SHEETS ARE _ d I t im �W Go_ - ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF Tel: (503) 572-8606 ^ A� SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR FOOTAGE: SITE: 67,515 S.F. 1 ��/ ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION Contact: Scott Emmett PAD B: 8,148 S.F. OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS V T 4 ftmbhg PROHIBITED BY LAW OCCUPANCY: B Elect .� ,j RED ROCK CENTER i dr DEFERRED SUBMITTALS °r"h0' BUILDING CONSTRUCTION SW 72ND AVE AT SW DARTMOUTH ST TYPE: VB - Fully Sprinklered 1 � - t HVAC Drawings TIGARD, OR } To be submitted separately b the design-build subcontractor Approved plans STORIES: 1 P Y Yshall be on job site. I I k Electrical Drawings AREA OF WORK I To be submitted separately by the design-build subcontractor CONSTRUCTION DOCUMENTS OFFICE COPY Revisions: Plumbing Drawings To be submitted separately by the design-build subcontractor I I ....... __ _-, .:,_: I _ APPLICABLE CODES 01.02.13 Date 05.16.13 Scale: AS NOTED Anderson Dabrowski Architects, LLC, is not responsible for ensuring the accuracy of the square All work to meet current federal, state, county, city and ADA codes and regulations. Project No.: AD13108 footages listed on these contract documents. For legal or leasing purposes, final square footages File Name: 13108A1.0 should be verified by others. This project must meet all current, applicable and accepted versions of 2010 Oregon Structural Specialty Code Drawn By: MJW/KVR the IBC, ADA, UFC, NFPA, OARS, etc. 2010 Oregon Fire Code Checked By: JMA 2010 Oregon Mechanical Specialty Code Jurisdiction Approval: 2011 Oregon Electrical Specialty Code 2011 Oregon Plumbing Specialty Code All Oregon Occupational Safety and Health Division Standards 2010 National Fire Protection Association 10 - Portable Fire Extinguishers 2010 National Fire Protection Association 13 - Sprinkler Systems 2010 National Fire Protection Association 72 - Fire Alarms 2012 National Fire Protection Association 99 - Health Care Facilities 2006 National Fire Protection Association 101 - Life Safety Code 2012 National Fire Protection Association 101 - Life Safety Code CITY OF TIGARD *Per 2006 NFPA 101 Section 1 .4 this version will be used. Approved by Planning Date: 3- ( '7-( Initials:�- Sheet Title: COVERSHEET Sheet No.: A1 .0 1 .0 ABBREVIATIONS SYMBOLS LEGEND NOTE: Not all abbreviations may be used. NOTE: Not all abbreviations may be used. 4 AC ACOUSTIC CEILING HB HOSE BIBB 44 ACOUS ACOUSTIC HC HOSE CABINET/HANDICAP R RADIUS/RISER/RESLIENT + 461.0' EXISTING POINT ELEVATION 2Q REVISION TAG ACT ACOUSTICAL TILE HOLLOW CORE RAD RADIATOR/RADIUS OFFICE AD AREA DRAIN HCW HOSE CABINET WOODIHOT AND RB RUBBER BASE/RESILIENT BASE + 461.0' NEW OR REQUIRED POINT ELEVATION ROOM NAME& ADD ADDENDUM COLD WATER RCWY RACEWAY 106-09 ROOM NUMBER ADDL ADDITIONAL HDBD HARDBOARD RD ROOF DRAIN/ROAD - EXISTING CONTOURS ELEVATION ADJ ADJUSTABLE/ADJACENT HDR HEADER RECEP RECPETACLE/RECEPTION NOTED ON HIGH SIDE AFF ABOVE FINISH FLOOR HDWD HARDWOOD RECIRC RECIRCULATION 7 ADOOR SWING&DOOR NUMBER AGGR AGGREGATE HDWR HARDWARE RECT RECTANGULAR NEW CONTOURS ELEVATION (SEE DOOR SCHEDULE) ALUM ALUMINUM HGT(HT) HEIGHT RECVD RECEIVED(ING) 3� NOTED ON HIGH SIDE v ALT ALTERNATE/ALTERATION HM HOLLOW METAL REF REFERENCE ANCH ANCHOR HR HOUR REFR REFRIGERATOR ♦TB-1 TEST BORING g BUILDING SECTION REFERENCE ANOD ANODIZED(ANODIC COATING) HS HOOK STRIP/HIGH STRENGTH REG REGULATOR/REGLETIREGISTER g.0 DRAWING NUMBER AP ACCESS PANEL HSKG HOUSEKEEPING REINF REINFORCE(DXING)(MENT) LEVEL LINE APPROX APPROXIMATELY HTR HEATER REM REMAINING r 1 ARCH ARCHITECTURAL HVAC HEATINGNENTILATION/AIR REQ(D) REQUIRE(D) WORK POINT(AS NOTED) 8 WALL SECTION REFERENCE v ARF ABOVE REFERENCE FLOOR CONDITIONING RESIL RESILIENT O ASPH ASPHALT(IC) HWY HIGHWAY RET RETURN 8.0 DRAWING NUMBER ASST ASSISTANT HYD HYDRATE REV RESERVE/REVISED/REVISION AST ASTRAGAL RFG ROOFING F 4 GRID LINES/IDENTIFICATION AUTO AUTOMATIC ID INSIDE DIAMETER(DIM) RH RIGHT HAND (COLUMN REFERENCE NUMBER) 2 ELEVATION REFERENCE ALX AUXILIARY IE THAT IS RHR RIGHT HAND REVERSE 7 0 DRAWING NUMBER AV AUDIO VISUAL IG INSULATING GLASS RM ROOM AVG AVERAGE IMP INSULATED METAL PANEL RND ROUND A IN INCH RD ROUGH OPENING ELEVATION HEIGHT H SAL BALANCE INCAND INCANDESCENT ROW RIGHT OF WAY 15'-0"A.F.F. 3 , W B!C BOTTOM OF CURB INCL INCLUDE(ING) RS RESILIENT SHEET T.O.P. IDENTIFICATION D B INTERIOR ELEVATION 7.0 REFERENCE DRAWING NUMBER BD BOARD IND INDUSTRIAL R&S ROD&SHELF C BL BUILDING LINE INFO INFORMATION RT RESILIENT SHEET Op WINDOW TYPE Ir"Y�S BLDG BUILDING INSTL INSTALLATION/INSTALL RTN RETURN BLK BLOCKING INSUL INSULATE(DXING) BM BENCH MARK/BEAM INT INTERIOR SAB SOUND ABSORPTION BATT O WALL TYPE BSMT BASEMENT INTER INTERACTIVE/INTERMEDIATE SAN SANITARY WALUCASEWORKDETAIL BULL BULLETIN INV INVERT SC SOLID CORE a REFERENCE DRAWING NUMBER SCHED SCHEDULE D CAB CABINET JAN JANITOR SCN SCREEN 104 EQUIPMENT TAG CB CATCH BASIN JST JOIST SCW SOLID CORE WOOD DASH AND DOT LINE CENTER LINES, FLOOR LINES IN U32� IC/C CENTER TO CENTER JT JOINT SD SOAP DISPENSER/SOAP DISH - Z EXTERIOR ELEVATIONS, N CCN CLOSED CIRCUIT TV SECT SECTION 03 DEMOLITION KEY PROJECTED LINES CEMPL CEMENT PLASTER KO KNOCK OUT SET SETTING NOTE DASH AND DOUBLE DOT LINE PROPERTY LINES, BOUNDARY LINES � CER CERAMIC KP KICK PLATE SF SQUARE FOOT NEW KEY NOTE CG CORNER GUARD SFC SPECIAL FLOOR COATING 03 DOTTED LINE_-___--- DOTTED LINE CH COAT HOOK LAB LABORATORY SFP SPRAYED ON FIREPROOFING ------ �O CHAN CHANNEL LAM LAMINATE SHR SHOWER Jt COLOR/MATERIAL BREAK LINE � 6Q� CHAM CHAMFER LAV LAVATORY SHT SHEET e KEY NOTE A�V TO BREAK OFF PARTS OF DRAWINGS OF 11�� CHKBD CHALKBOARD LB(S) LAG BOLT(S)/POUND(S) SK SINK/SKETCH CIP CAST-IN-PLACE(CONCRETE) LBL LABEL SLR SEALER CJ CONTROL JOINT LF LINEAL FOOT/LINEAR FOOT SM SHEET METAL CL CENTER LINE/CLEARANCE LH LEFT HAND SND SANITARY NAPKIN DISPENSER CLG CEILING LHR LEFT HAND REVERSE SNT . SEALANT RCP LEGEND FLOOR PLAN LEGEND- CMT E G E N D CLR CLEAR LIN LINEAR SNR SANITARY NAPKIN RECEPTACLE CMT CERAMIC MOSAIC TILE LL LIVE LOAD SP STANDPIPE/SHEER PLATE Note: Not all symbols may be used. Note: Not all symbols may be used. CMU CONCRETE MASONRY UNIT L&P LATH & PLASTER SPEC SPECIFICATION/SPECIFIED DUPLEX OUTLET CNTR COUNTER LT(G) LIGHT(ING) SPK SPEAKER 2x2 OR 2x4 3 TUBE RECESSED CO CLEANOUT LW LIGHT WEIGHT SPL SPECIAL FLUORESCENT LIGHT FIXTURE W/ FOURPLEX OUTLET COL COLUMN SPR SPRINKLER PRISMATIC LENSE COMB COMBINATION/COMBUSTIBLE MACH MACHINE SPNT SPECIAL PAINT SPECIAL OUTLET AS NOTED ON PLAN COMP COMPRESS(ED)ICOMPOSITE MAINT MAINTENANCE SSK SERVICE SINK 2x2 OR 2x4 3 TUBE RECESSED CONC CONCRETE MAS MASONRY ST STREET/STREAM FLUORESCENT LIGHT FIXTURE W! COND DONDUIT/CONDITION MAT MATERIAL SS STAINLESS STEEL PARABOLIC DIFFUSER BLANK PLATE CONF CONFERENCE MAX MAXIMUM STA STATION CONN CONNECT(ION) MBR MEMBER STC SOUND TRANSMISSION 2x2 OR 2x4 3 TUBE RECESSED 4 COMPUTER OUTLET CONST CONSTRUCTION MC MEDICINE CABINET COEFFICIENT(CLASS) FLUORESCENT LIGHT FIXTURE W/ CONT CONTINUE/CONTINUOUS MCW MINERAL CORE WOOD STD STANDARD EGGCRATE DIFFUSER TELEPHONE OUTLET A N D E R S O N CONTR CONTRACTOR MECH MECHANICAL STL STEEL EMERGENCY ILLUMINATION: D A B R O W S K CORR CORRIDOR MED MEDICAUMEDIUM STOR STORAGE $ LIGHT SWITCH CPT CARPET MET METAL STRUC STRUCTURAL PROVIDE ONE FOOT-CANDLE ALONG CSWK CASEWORK MEZZ MEZZANINE SUBFL SUBFLOOR(ING) EGRESS PATH $p LIGHT SWITCH DIMMER ARCHITECTS CT CERAMIC TILE MFB MINERAL FIBER BOARD SUP SUPPLY 1x4 FLUORESCENT L L C CTR CENTER MFR MANUFACTURER(ING) SUPP SUPPORT/SUPPLEMENT(AL) LIGHT FIXTURE ® BASE FEED CU CUBIC MG MEDICAL GAS(ES) SURF SURFACE EP MGR MANAGER SUSP SUSPENDED DBL DOUBLE MH MANHOLE S&V STAIN &VARNISH FLUORESCENT LIGHT STRIP FIXTURE ELECTRICAL PANEL DED DEDICATED MIC MEDICINE CABINET SV SHEET VINYL p WALL SCONCE DEG DEREE(S) MIN MINIMUM SWCG SPECIAL WALL COATING FLUORESCENT LIGHT W/DIFFUSER DEM DEMOLISH/DEMOLITION MIR MIRROR SYM SYMMETRICAL ® NURSE CALL YID DEPT DEPARTMENT MISC MISCELLANEOUS SYN SYNTHETIC DF DRINKING FOUNTAIN ML METAL LATH SYS SYSTEM DIA DIAMETER MLP METAL LATH AND PLASTER O RECESSED CAN LIGHT FIXTURE TO THERMOSTAT W/FLOURECENTLAMP DIAG DIAGONAL MMB MEMBRANE T TOP,TREAD,TOILET DIM DIMENSION MO MASONRY OPENING T&B TOP &BOTTOM e RECESSED WALL WASHER Q FIRE EXTINGUISHER CABINET DIV DIVISION/DIVIDER MOD MODULAR/MODIFIED/ TB TOWELBAR FHC Portland Office: DN DOWN MODIFICATION T/C TOP OF CURB/TOP OF CONCRETE FIRE HOSE CABINET 1430 SE 3rd Ave, Ste 200 DWL DOWEL MP MOVABLE PARTITION/METAL TD TOWEL DISPENSER RECESSED CAN LIGHT FIXTURE W/INCANDESCENT LAMP Portland, OR 97214 T: DWR DRAWER PANEL TEL TELEPHONE N MEDICALGASES (503) 239-7377 MR MAT. RECESS, MED RACK TEMP TEMPERATURE/TEMPERED/ 10 (NITROGEN/OXYGEN/VACUUM /AIR) F: (503) 239-7327 EA EACH M.S.B. MULTIPLE STUD BEARING TEMPORARY �® ILLUMINATED EXIT SIGN V EB EXPANSION BOLT M&S MIRROR &SHELF TERR TERRAZZO WITH BATTERY BACK-UP A EJ EXPANSION JOINT MT MOUNT(EDXING) TG TEMPERED GLASS MUSIC/PUBLIC ADDRESS SPEAKER ELEC ELECTRIC(AL) MTR METER T&G TONGUE&GROVE SP FA FIRE ALARM ELEV ELVATOR/ELEVATION MUL MULLION THB TEMPERED HARDBOARD SMOKE DETECTOR ENAM ENAMEL(ED) THERMO THERMOSTAT(IC) Sp EMER EMERGENCY N NORTH THK THICK(NESS) FS FIRE STROBE ENCL ENCLOSURE NEG NEGATIVE THRES THRESHOLD MOTION SENSOR ENGR ENGINEER NIC NOT IN CONTRACT THRU THROUGH © COMBINATION FIRE ALARM/STROBE Wv;,o.ADarchitects.COm ENTR ENTRANCE NL NIGHT LIGHT TJ TELEPHONE JACK SC SECURITY CAMERA EPFL EPDXY FLOORING NO/# NUMBER TKBD TACK BOARD EXISTING WALL SPRINKLER ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND ED BY EPP EPDXY PAINT NOM NOMINAL TOIL TOILET E) EXISTING SPRINKLER HEAD PLANSSETFORTH ONTHESE OF ANDERSON N DABRRE WSKI t AND ARE THE PROPERTY OF ANDERSON DABROWSKI EQ EQUAL NONCOM NONCOMBUSTIBLE TOP TOPPING 4NEW WALL SPRINKLER ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF EQUIP EQUIPMENT NRC NOISE REDUCTION COEFFICIENT TOS TOP OF STEEL }(R) RELOCATED OR NEW SPRINKLER HEAD SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR WITHOUT THE WRITTEN PERMISS EST ESTIMATE(D) NS NON SLIP TPD TOILET PAPER DISPENSER } WATER VALVE ARRANGEMENTS ROF ANDERSON DABROWSK ARCHTECTS,LLC,SION ETC ET CETERA NTS NOT TO SCALE TR TREAD D GYPSUM BOARD SOFFIT(DROPPED PROHIBITED BYLAW. EW EACH WAY TRK TRACK CEILING), PAINTED (N) DENOTES NEW EWC ELECTRIC WATER COOLER OC ON CENTER T/S TOP OF SLAB EXAM EXAMINATION/EXAMINING OD OUTSIDE DIAMETER(DIM) T/ST TOP OF STEEL (R) DENOTES RELOCATED RED ROCK CENTER EXC EXCAVATED/EXCAVATION OFD OVERFLOW DRAIN TV TELEVISION BUILDING B EXH EXHAUST OFF OFFICE TM TOP OF WALL 2x2 SUSPENDED ACOUSTICAL EXIST(E) EXISTING OH OVERHEAD/OVERHANG TYP TYPICAL CEILING SYSTEM W/LAY-IN TILE (D) DENOTES DEMOLISHED SW 72ND AVE AT SW DARTMOUTH ST EXP EXPOSED/EXPANSION OPER OPERATING TIGARD, OR EI EXT EXTERIOR OPH OPPOSITE HAND UG UNDERGROUND 2x4 SUSPENDED ACOUSTICAL (E) DENOTES EXISTING OPN(G) OPEN(ING) UH UNIT HEATER CEILING SYSTEM W/LAY-IN TILE FA FIRE ALARM OPP OPPOSITE UL UNDERWRITERS LABORATORIES, F-cl COMPUTER FAB FABRICATE/FABRICATOR/FABRIC INC FD FLOOR DRAIN PA PUBLIC ACCESS UNFIN UNFINISHED9' 9 1r2 CEILING HEIGHT LASER PRINTER (PROVIDE CONSTRUCTION DOCUMENTS FDC FIRE DEPARTMENT CONNECTION PAR PARAGRAPH/PARAPET UNO UNLESS OTHERWISE NOTED LP (1)20 amp DEDICATED Revisions: FDN FOUNDATION PTN PARTITION(S) UR URINAL CIRCUIT PER(2)PRINTERS) FDPR FIRE DAMPER PB PANIC BOLT/PUSH BUTTON UTIL UTILITY �j UNDER COUNTER LIGHT FDV FIRE DEPARTMENT VALVE PBD PARTICLEBOARD UV UNIT VENTILATOR F-F] FAX MACHINE FDVC FIRE DEPARTMENT VALVE PC PRE-CAST CABINET PED PEDESTAL VAP VAPOR ® 1x1 SUPPLY DIFFUSER CG CORNER GUARD FE FIRE EXTINGUISHER PERF PERFORATED VAR VARIABLENARNISHNARIES FEC FIRE EXTINGUISHER CABINET PERM PERIMETER VB VAPOR BARRIER FF FACTORY FINISH PERP PERPENDICULAR VCT VINYL COMPOSITION TILE 1x1 RETURN DIFFUSER (EXHAUST FAN) FH FIRE HYDRANT/FUME HOOD PFB PREFABRICATE(D) VEH VEHICLE NOTE: ELECTRICIAN TO LABEL EACH Date: 05.16.13 FHC FIRE HOSE CABINET PG PLATE GLASS VENT VENTILATIONNENTILATE/ OUTLET USING A LABEL MAKER WITH 1!4" HIGH HELVETICA TYPE. Scale: AS NOTED FHEC FIRE HOSE&EXTINGUISHER PGBD PEGBOARD VENTILATOR 2x2 SUPPLY DIFFUSER CABINET PH( ) PHASE AN HEAD VEN VENEER Project No.: AD13108 FIN FINISHED) PL PLATE/PROPERTY LINE VERT VERTICAL FL FLOOR LINE/FLOOR PLAM PLASTIC LAMINATE VEST VESTIBULE File Name: 13108A1.1 FLASH FLASHING PLAS PLASTER VG VERTICAL GRAIN 2x2 RETURN DIFFUSER FLEX FLEXIBLE PLBG PLUMBING VIF VERIFY IN FIELD Iq FLR FLOORING) PLYWD PLYWOOD VOL VOLUME Drawn By: MJW KVR / FLUOR FLUORESCENT PNEU PNEUMATIC VP VENEER PLASTER Checked By: JMA FOIC FURNISHED BY OWNER, PNL PANEL INSTALLED BY CONTRACTOR PNT(P) PAINT(ED) W/ WITH FOTO FURNISHED BY OWNER, POL POLISH(ED)NSTAL ED BY OWNER PORT PORTABLEE WBI" WAINSCOT HITE BOARD/WOOD BASE SITE LEGEND Jurisdiction Approval: FOS FACE OF STUD PP PUSH PLATE WC WATER CLOSET Note: Not all symbols may be used. FP FIREPROOF(INGyFULL PR PAIR, PRINTER, COMPUTER WCG WALL COVERING PENETRATION PRINTER WD WOOD EXISTING AND PROPOSED FRAM(G) FRAMING PREFAB PREFABRICATE(D) WDW WINDOW — 100 TOPOGRAPHY LINE AND ELEVATION FRT FIRE RETARDANT PRELIM PRELIMINARY WF WIDE FLANGE(STEEL) FS FULL SIZE/FLOOR SINK PRESS PRESSURE WG WIRE GLASSNMALL GRILL EXISTING TOPOGRAPHY LINE TO BE FT FOOT/FEET PROJ PROJECT(ION) WL WATER LINE REGRADED FTG FOOTING PROP PROPERTY W/O WITH OUT PROPERTY LINE FURR FURRING PORT PROTECT(IVEXION) WP WATERPROOFINGNMORK FXD FIXED PSF POUNDS PER SQUARE FOOT POINTNVEATHER PROOF PSI POUNDS PER SQUARE INCH WR WATER RESISTANTNMASTE SETBACK OR EASEMENT LINE GA GAUGE/GAGE PTD PAPER TOWEL DISPENSER RECEPTACLE GALV GALVANIZED PTDIR COMBINATION PAPER TOWEL WT WEIGHT MAIN FLOOR LINE GB GYPSUM BOARD DISPENSER &RECEPTACLE GC GENERAL CONTRACTOR PTR PAPER TOWEL RECEPTACLE YD YARD DRAIN CENTER LINE GEN GENERAL/GENERATOR PVC POLYVINYL CHLORIDE GL GLASS/GLAZING/GLAZED PVMT PAVEMENT GLAM GLUE LAMINATED GNDND GROUND QT QUARRY TILE NEW CONCRETE PAVEMENT GYP GYPSUM QTR QUARTER QTY QUANTITY 15'-0" FF MAIN ELEVATION (HEIGHT)INDICATOR 1 ELEVATION INDICATOR 7.0 Sheet Title: ABBREVIATIONS! SYMBOLS Sheet No.: A1 . 1 fj 1 . 1 DIVISION 0: BIDDING REQUIREMENTS I. RESPONSE TIME FOR CORRECTING NON-COMPLYING WORK DIVISION 2: SITE CONSTRUCTION DIVISION 9: FINISHES CONTRACTOR'S RESPONSE TO NOTICE OF WORK TO BE CORRECTED SHALL BE ACCOMPLISHED DURING THE FOLLOWING TIME PERIODS: FORM OF AGREEMENT: EMERGENCY WORK:24 HOURS PER DAY,7 DAYS A WEEK THE AGREEMENT FOR THIS WORK IS BASED ON AIA DOCUMENT B201-2007. URGENT WORK:WITHIN 3 DAYS FOLLOWING RECEIPT OF NOTICE- ROUTINE OTICE SECTION 02 41 00:DEMOLITION SECTION 09 21 16:FIRE RATED/SMOKE RATED WALL SYSTEMS ROUTINE WORK:WITHIN 5 CALENDAR DAYS FOLLOWING RECEIPT OF NOTICE. A. REFER TO DEMOLITION PLAN AND THE CONTRACT DOCUMENTS FOR THE EXTENT OF DEMOLITION. A. MARKING AND IDENTIFICATION OF FIRE WALLS,FIRE BARRIERS,FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL GENERAL CONDITIONS-STANDARD FORM : REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",AIA DOCUMENT A201-2007 IS HEREBY MADE APART OF THESE SPECIFICATIONS.THE GENERAL CONTRACTOR SECTION 0112 00:DESIGN-BID REQUIREMENTS SUCH IDENTIFICATIONS SHALL' AND ALL SUBCONTRACTORS SHALL READ AND BE GOVERNED BY THEM. DIVISION 3: CONCRETE A. CERTAIN WORK COMPONENTS OF THIS PROJECT HAVE NOT BEEN DESIGNED BY THE ARCHITECT OR THE ARCHITECT'S CONSULTANTS,AND THESE COMPONENTS MUST BE 1. AFTER PARTITIONS HAVE BEEN PAINTED,INSTALL IDENTIFICATION SIGNAGE ON BOTH SIDES OF PARTITIONS.DESIGNED,ENGINEERED AND BUILT BY THE CONTRACTOR.THE CONTRACTOR SHALL COORDINATE AND ASSUME(OR ASSIGN TO SUBCONTRACTOR)COMPLETE 2. LOCATE IDENTIFICATION SIGNAGE ABOVE FINISHED CEILINGS AND WHERE VISIBLE BY FACILITY MAINTENANCE PERSONNEL. RESPONSIBILITY FOR DESIGN,ENGINEERING,SUBMITTALS TO GOVERNING JURISDICTIONS FOR APPROVAL,SUBMITTALS TOARCHITECT,FABRICATION,TRANSPORTATION SUPPLEMENTAL CONDITIONS : 3. SPACING NOT TO EXCEED 20 FEET CENTERS AND NOT LESS THAN ONE PER FIRE-RATED PARTITION. THE FOLLOWING SUPPLEMENTS MODIFY THE GENERAL CONDITIONS.WHERE A PORTION OF THE GENERAL CONDITIONS ARE DELETED BY THESE SUPPLEMENTAL CONDITIONS, AND INSTALLATION OF THE WORK SECTION 03 30 53:INCIDENTAL CONCRETE B. DESIGN-BUILD COMPONENTS OF THE WORK INCLUDE BUT ARE NOT LIMITED TO: A. EXTENT OF WORK INCLUDES PROVIDING CONCRETE NECESSARY TO PATCH AND REPAIR CUTS AND CORES,AND OTHER INCIDENTAL USES IF ANY. 4. LETTERING L BE NOT LESS THAN 4 INCH IN HEIGHT,INCORPORATING THE SUGGESTED WORDING:"SMOKE BARRIER(OR OTHER WALL TYPE)- THE UNALTERED PROVISIONS OF THE GENERAL CONDITIONS SHALL APPLY. FIRE STOPPING,CEILING SUSPENSION SYSTEMS,&AUTOMATIC SPRINKLER SYSTEMS. B. PRODUCTS: PROTECT ALL OPENINGS". EXACT WORDING TO BE VERIFIED BY OWNER. ADDITIONAL DEFINITIONS: 1. STEEL:BARS TO MEET ASTM STANDARD A-7061F WELDED,ALL OTHERS ASTM A-s15 C. SUBMITTALS SHALL COMPLY WITH ALL BUILDING DEPARTMENT AND FIRE DEPARTMENT CRITERIA. INCLUDE ALL DESIGN CRITERIA,DESIGN ASSUMPTIONS,STRUCTURAL ,T , . W CALCULATIONS,REQUIRED CLEARANCES AND INTERFACE REQUIREMENTS.AFFIX SEAL OF LICENSED PROFESSIONAL IN THE FOR THE STATE IN WHICH THE WORK OCCURS. SECTION 09 2216:STEEL WALL FRAMING AND SUSPENSION SYSTEMS A. ARTICLE 1.1-8 SHALL BE ADDED As FOLLOWS: 2. WIRE MESH:6 x 6"X 1.4 SIZE TO MEET ASTM STANDARD A-185 D. THE OWNER SHALL NOT PAY FOR PROGRESS DELAYS,ADDITIONAL WORK,ADDITIONAL PRODUCTS RESTOCKING OR REWORKING REQUIRED BY CONTRACTORS FAILURE TO A. NON STRUCTURAL STEEL STUDS SHALL BEA MINIMUM 33 MIL(20 GA). 1. 'PRODUCT" INCLUDES MATERIALS,SYSTEMS,AND EQUIPMENT. 3. REINFORCEMENT ACCESSORIES:HOT DIP GALVANIZE ANY ACCESSORY ADJACENT OR EXPOSED TO CONCRETE SURFACES. COORDINATE DESIGN-BUILD WORK WITH OTHER WORK B. STEEL STUDS SHALL BE DOUBLE STUDDED,18 GA AT ALL DOOR JAMBS,WINDOWS AND OTHER OPENINGS TO MEET ASTM C-645, CLASS B. 2. WHERE WORDS'OR APPROVED' ARE USED,THE ARCHITECT IS SOLE JUDGE OF QUALITY AND SUITABILITY S PROPOSED ALL SUBSTITUTION.A J. E. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL DESIGN BUILD BACKGROUNDS AND TITLE BLOCK FOR THE CONTRACTOR TO USE IN CREATING DESIGN BUILD 4. PORTLAND CEMENT:TO MEET ASTM;-150,TYPE I&Il. 3- 'FURNISFf' MEANS TO SUPPLY AND DELVER TO THE PROJECT SITE,READY FOR UNLOADING,UNPACKING,ASSEMBLY,INSTALLATION,AND SIMILAR OPERATIONS. 5. AGGREGATE:MAXIMUM SIZE,NOT MORE THAN 1/5 THE NARROWEST DIMENSION BETWEEN THE SIDES OF THE FORMS,1/3 DEPTH OF FLATWORK,OR C. LIMITING WALL HEIGHT BASED ON 16'O.C.STEEL STUDS IS AS FOLLOWS,NOTIFY ARCHITECT IF HEIGHT IS EXCEEDED: 4. "InTALL' MEANS OPERATIONS AT THE PROJECT SITE INCLUDING ACTUAL UNLOADING,TEMPORARY STORING,UNPACKING,ASSEMBLING,ERECTING,PLACING, DRAWINGS. DESIGN BUILD DRAWINGS NOT USING THE ISSUED BACKGROUNDS AND TITLE BLOCK WILL NOT BE ACCEPTED. DESIGN BUILD DRAWINGS TO MATCH SIZE AND 1. STEEL STUDS 3-1/2"X 1-1/4"-MAXIMUM HEIGHT=16$' LAYOUT OF ORIGINAL ARCHITECTURAL DRAWINGS. ARCHITECT MAKES NO REPRESENTATIONS AS TO THE ACCURACY OR COMPLETENESS OF BACKGROUND DRAWINGS AS 3/4 OF THE NARROWEST SPACE BETWEEN THE REINFORCING BARS. ANCHORING,APPLYING,WORKING TO DIMENSION,FINISHING,CURING,PROTECTING,CLEANING,AND SIMILAR OPERATIONS. 2. STEEL STUDS 4"X 1-1/4"-MAXIMUM HEIGHT=18' 4" FLY ASH:CLASS F TO MEET ASTM C•618 6. . 5. "PROVIDE" MEANS CONNECT"FURNISH,INSTALL,&AS APPROPRIATE CONNECT READY FOR THE INTENDED USE THEY RELATE TO THE DRAWINGS. B. USE FASTENERS AS RECOMMENDED BY THE MANUFACTURE,AND ACOUSTIC SEALANT SURROUNDING ALL OPENINGS TO BE TREMCO MIRASCLE 21 OR 6. 'FOTO"(FURNISHED BY OWNER 8 INSTALLED BY OWNER)MEANS PRODUCT IN QUESTION WILL BE FURNISHED AND INSTALLED BY THE OWNER. THE CONTRACTOR SHALL 7. WATER REDUCING AD MIXTURES:TYPE A,TO MEET ASTM C-494.PROHIBITED ADMIXTURES INCLUDE CALCIUM CHLORIDE,THYOCYANATES AND ANY APPROVED. SECTION 0125 00:PRODUCT SUBSTITUTIONS VERIFY ALL REQUIREMENTS AFFECTING HISMER WORK OTHERS CONTAINING MORE THAN 0.05%CHLORIDE IONS. A. THE ARCHITECT SHALL BE THE SOLE JUDGE OF WHETHER A MATERIAL,ARTICLE OR PIECE OF EQUIPMENT ON THE DRAWINGS OR IN TH IS SPECIFICATION IS ACCEPTABLE 7. 'FOIL'(FURNISHED BY OWNER&INSTALLED BY CONTRACTOR)MEANS PRODUCT IN QUESTION WILL 13E FURNISHED BY THE OWNER,AND INSTALLED BY THE CONTRACTOR. A. EPDXY ADHESIVE:HILTI HIT HY-150,Il'W/V RAMSET REDHEAD EPCON,SIMPSON STRONGTIE SET ADHESIVE,OR APPROVED,IF SUBSTITUTIONS ARE REQUESTED ALL INFORMATION SHALL BE PROVIDED ALL SUBSTITUTION REQUESTS SHOULD BE PROVIDED 7 DAYS PRIOR TO THE BID DATE. SECTION 09 2900:GYPSUM BOARDN THE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS AFFECTING HIS WORK FOR THE SUBSTITUTION SPECIFIED. 9. NON-SHRINK GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF SOOOPSI,&MEET ASTM C�27. 8. " DIC/1TEO" MEANS REFERENCES TO GRAPHIC REPRESENTATIONS;NOTES OR SCHEDULES ON THE DRAWINGS,OR OTHER PARAGRAPHS OR SCHEDULES IN THE B. 10. STANDARD GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500PSI,AND THE FOLLOWING PARTS PER VOLUME:CEMENT:1,LIME:1/4,FINE A. PROVIDE TYPE 5W TYPE X,ASTM C-1396,OR AS CALLED OUT ON DOCUMENTS.WHERE PATCHED, FINISH GYPSUM BOARD IN AT THIS AREA AS SPECIFICATIONS;AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. TERMS SUCH AS'SHOWN","NOTED",'SCHEDULED",AND'SPECIFIED"ARE USED TO HELP INCLUDING THAT OF THE INITIAL PRODUCT AND THE REQUESTED SUBSTITUTION.THE ARCHITECT WILL ISSUE AN ADDENDUM PRIOR TO BID SUBMISSION LISTING ALL THE 11. ALL OTHER INGREDIENTS SHALLLLCONFORM TOTHE LOCAL BUILDING CODE. IONREQUIRED TO MATCH EXISTING ADJACENT SURFACE. THE USER LOCATE THE REFERENCE. V APPROVED SUBSTITUTIONS. AGGREGATE:3,PEA GRAVEL: WATER:FOR CONSISTENCY. B. COMPLY WITH STANDARD SPECIFICATION FOR THE APPLICAT &FINISHING OF GYPSUM BOARD,ASTM C-840. C 9. 'DHtECTED","REQUESTED","APPROVED',"AUTHORIZED","SELECTED-,"REQUIRED",AND-PERMnTED" MEAN DIRECTED BY THE ARCHITECT,REQUESTED BY THE SECTION 012600:CHANGE ORDER PROCEDURES 12. MIXING CONCRETE:TO MEET ASTM C-94,MINIMUM 23 DAY COMPRESSIVE STRENGTH OF 3000 PSI,WITH A MAX.SLUMP OF 41NCHES PLUS OR MINUS C. PERFORM WORK TO HAVE A MAXIMUM DEVIATION FROM TRUE PLANE OF NO GREATER THAN 1/8"PER 10 FT AND 1/16"IN ANY RUNNING FT.PROVIDE ARCHITECT,ETC. A. OWNER OR ARCHITECT INITIATED CHANGES SHALL INCLUDE PRIOR TO THE COMMENCEMENT OF THEWORKA PROPOSAL REQUEST WITH A DETAILED DESCRIPTION OF ONE INCH.REPLACE CONCRETE WITH GREATER SLUMP,SHOWING BLEEDING OR AGGREGATE SEPARATION. CONTROL JOINTS AT 21/2 TO 1 LENGTH TO WIDTH RATIO. O 10."REQULNS"ATLOMEAN LAWS,ORDINANCES,STATUTES,AND LAWFUL ORDERS ISSUED BY AUTHORITIES HAVING JURISDICTION,AS WELL AS RULES,CONVENTIONS,AND CHANGE,INCLUDING THE CHANGE LOCATION,PRODUCT AND CONTRACT TIME.SUCH A REQUEST IS FOR INFORMATION ONLY AND IS NOT AN AUTHORIZATION TO EXECUTE C. INSTALLATION: AGREEMENTS WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK SECTION 09 9100:PAINTING 11."PROJECT SITE" MEANS SPACE AVAILABLE TO CONTRACTOR FOR PERFORMING WORK ACTIVITIES,EITHER EXCLUSIVELY OR IN CONJUNCTION WITH OTHERS PERFORMING THE CHANGE IN STOP THE WORK IN PROGRESS. 1. INSTALL FORM WORK TO INSURE SHAPE E MAINTAINED AND AGAINST LEAKAGE. B. CONTRACTOR INITIATED CHANGES SHALL INCLUDE A DESCRIPTION OF THE PROPOSED CHANGE,STATEMENT OF REASON FOR MAKING THE CHANGE,INCLUDING THAT ON A. EXTENT OF PAINTING IS INCLUDED ON THE ROOM FINISH SCHEDULE.ADDITIONALLY PAINT ALL ITEMS EXPOSED NOT TO HAVE FACTORY FINISH. OTHER WORK AS PART OF THE PROJECT.® CONTRACT SUM AND CONTRACT AMOUNT,WORK OF OTHER CONTRACTORS AND THAT TO THE OWNER. 2. INSTALL ALL REINFORCEMENT AS REQUIRED BY THE BUILDING CODE.3. DEPOSIT IN LAYERS OF 24"DEEP MAXIMUM,WITH A MAXIMUM DROP HEIGHT OF 5 FEET.DO NOT REUSE SET CONCRETE. B. COLOR SAMPLE:VERIFY TYPE OF PAINT TO BE USED FOR EACH TYPE OF PAINT MATERIAL,COLOR AND SHEEN PRIOR TO SUBMITTING TWO SAMPLES TO ARCHITECT FOR REVIEW. CONFLICTS: 4. CONSOUDATING CONCRETE:USE MECHANICAL HIGH FREQUENCY VIBRATORS TO CONSOLIDATE CONCRETE INTO CORNERS AND TO EXCLUDE AIR A. ARTICLE 1.2.1.1 SHALL BE ADDED AS FOLLOWS: C. DOCUMENTATION FOR EACH PROPOSAL REQUEST SHALL INCLUDE BUT IS NOT LIMITED TO LABOR REQUIRED,EQUIPMENT REQUIRED,PRODUCTS REQUIRED,TAXES BONDS BUBBLES,ROCK POCKETS AND HONEYCOMB. HOLD VIBRATOR IN ONE SPOT NO LONGER THAN 125 SECONDS WITH INSERTION POINTS AT C. EXAMINE SURFACE CAREFULLY PRIOR TO STARTING WORK.NOTIFY ARCHITECT IMMEDIATELY IF SURFACES ARE NOT ADEQUATE FOR MATERIAL 1. IN EVENT OF CONFLICT OR DISCREPANCY AMONG THE CONTRACT DOCUMENTS,INTERPRETATIONS WILL BE BASED ON THE FOLLOWING ORDER OF PRECEDENCE: AND INSURANCE,CREDIT FOR DELETED WORK,AND OVERHEAD AND PROFIT OF CONTRACTORS AND SUBCONTRACTORS.OWNER SHALL APPROVE ALL PROPOSAL APPLICATION. REQUESTS. APPROXIMATELY 18'O.C. D. COATING:FOLLOW MANUFACTURERS COATING RECOMMENDATIONS FOR NEW AND EXISTING WORK. EACH NEW SURFACE TO BE PAINTED SHALL a. AGREEMENT D. 13ASED ON THE APPROVED PROPOSAL REQUEST,THE ARCHITECT SHALL PREPARE EACH CHANGE ORDER USING AIA DOCUMENT G701.THE CHANGE ORDER WILL DESCRIBE 5. REPAIR ANY DAMAGED CONCRETE AS DIRECTED BY THE ARCHITECT. b. ADDENDA,WITH THOSE OF LATER DATE HAVING PRECEDENCE OVER THOSE OF EARLIER DATE ALL WORK CHANGES AND INCLUDE ALL CONTRACTORS INVOICES. d. GENERAL CONDITIONS OF THE CONTRACT RECEIVE A MINIMUM OF ONE PRIME COAT OF PAINT,AND TWO FINAL COATS. . SUPPLEMENTARY CONDITIONS E. CONTRACTOR SHALL REVISE THE SCHEDULE OF VALUES AND REQUEST FOR PAYMENT FORMS TO RECORD EACH CHANGE AS A SEPARATE ITEM OF WORK �W d e. DIVISION 1 OF THE SPECIFICATIONS SECTION 0129 DO:SCHEDULE OF VALUES AND APPLICATION FOR PAYMENT DIVISION 5: METALS DIVISION 10: SPECIALTIES I. SCHEDULES A. CONTRACTOR SHALL PREPARE PRIOR TO THE START OF WORK,A SCHEDULE OF VALUES IDENTIFYING EACH MAJOR WORK ITEM,COORDINATED WITH A CONSTRUCTION }moi 9. DRAWINGS&SPECIFICATIONS-IN THE CASE OF INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY PROGRESS SCHEDULE SECTION 05 50 00:STEEL FABRICATIONS ADDENDUM,THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION,EXCEPT WHERE SECTION 10 4416:FIRE EXTINGUISHERS B. BASED ON THE SCHEDULE OF VALUES AND THE CONSTRUCTION PROGRESS SCHEDULE,THE CONTRACTOR SHALL SUBMIT 5 COPIES OF AN ITEMIZED APPLICATION AND A. PROVIDE ANCHORS AND ALL REQUIRED FASTENING DEVICES FOR EXECUTION OF THE WORK. CLEAN MISC.STEEL METAL AND SHOP. THERE EXISTS AN OBVIOUS ERROR,IN WHICH CASE THE CONTRACTOR SHALL REQUEST THE ARCHITECTS INTERPRETATION AND EXECUTE THE WORK AS DIRECTED. CERTIFICATE FOR PAYMENT,AIA DOCUMENT G702 PRIOR TO THE 24TH OF EACH MONTH SHOVING A 10%RETAINAGE. B. MISC.STEEL SHAPES AND BOLTS TO BE ASTM A-36 OR A572.THREADED FASTENERS AND ANCHOR BOLTS TO BE ASTM A307,GRADE A.PRIME WITH ONE A. OSHA APPROVED&UL RATED FOR TYPE A,B,AND C FIRES,10 LB SIZE.CABINET IF SHOWN TO BE ONE HOUR RATED. h.'DRAWINGS-DIMENSION NUMBERS WRITTEN ON DRAWINGS PREVAIL AND TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS.HARD COPIES TAKE C. 30 DAYS AFTER FINAL INSPECTION AND ACCEPTANCE BY THE OWNER,THE BALANCE DUE UNDER THE CONTRACT WALL BE PAID,PROVIDED THE WORK IS FULLY COMPLETED. PRECEDENCE OVER ELECTRONIC DOCUMENTS COAT OF RUST INHIBITING PRIMER. CONTRACTCNR S USE OF CONTRACT DOCUMENTS IN ELECTRONIC FORM SECTION 01 31 00:PROJECT COORDINATION A. ARTICLE 1.6.2 SHALL BE ADDED AS FOLLOWS: A. CONTRACTOR,ARCHITECT AND OWNER SHALL ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO THE START OF CONSTRUCTION.PROCEDURES SHALL BE 1. THE ARCHITECT MAY FURNISH 70 THE CONTRACTOR VERSIONS OF THE CONTRACT DOCUMENTS IN ELECTRONIC FORM. THE CONTRACT DOCUMENTS EXECUTED OR ESTABLISHED INCLUDING SUBMITTALS,REPORTS AND RECORD KEEPING,SCHEDULES,RESOLUTION OF CONFLICTS,MEETINGS AND CLOSE-OUT DUTIES. DIVISION 6: WOOD AND PLASTICS OD IDENTIFIED IN ACCORDANCE WITH SUBPARAGRAPH 1.5.1 SHALL PREVAIL IN CASE OF AN INCONSISTENCY WITH SUBSEQUENT VERSIONS MADE THROUGH MANIPULATABLE B. SCHEDULE AND CONDUCT REGULAR MEETINGS AT PROJECT SITE Akf ELECTRONIC OPERATIONS INVOLVING COMPUTERS. C. INFORM PARTICIPANTS AND OTHERS INVOLVED,AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED OF PROJECT MEETINGS. SECTION 06 1000:ROUGH CARPENTRY 3Q �� Y D. PREPARE AND DISTRIBUTE MEETING AGENDA(MEETING MINUTES) 2. THE CONTRACTOR SHALL NOT TRANSFER OR REUSE CONTRACT DOCUMENTS IN ELECTRONIC OR MACHINE READABLE FORM WITHOUT PRIOR WRITTEN CONSENT OF THE E. RECORD SIGNIFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED. DISTRIBUTE MEETING MINUTES TO ALL INVOLVED WITHIN THREE(3)DAYS OF MEETING. A. PROVIDE LUMBER AND ACCESSORIES AS REQUIRED IN AREAS NOT EXPOSED TO VIEW INCLUDING BEHIND CASEWORK ARCHITECT. F. CLOSE OUT DUTIES WILL INCLUDE THE DATE PLANNED TO CONDUCT THE SUBSTANTIAL COMPLETION INSPECTION AND THE FINAL COMPLETION INSPECTION AND B. LUMBER TO MEET PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND DISPLAY EVIDENCE OF GRADE FROM WWPA(WESTERN WOODS PRODUCT EQUIPMENT START UP.ALL CLEANING MUST BE PERFORMED PRIOR TO THESE INSPECTIONS TO THE SATISFACTION OF THE ARCHITECT. ASSOCIATION)OR APA,NOW KNOWN AS ENGINEERED WOOD ASSOC. ALTERING RESPONSIBILITIES OF OWNER,ARCHITECT,OR CONTRACTOR C. ALL WOOD SHALL BE S4S,NOMINAL SIZES,WITH A MAXIMUM MOSTURE CONTENT OF 19%FOR DOUGLAS FIR.WHERE PRESSURE TREATED HEM FIR A. ARTICLES 2,3,&4 SHALL BE ADDED TO AS FOLLOWS: • 1. NO PROVISION IN ANY REFERENCED STANDARD,SPECIFICATION,MANUAL,OR CODE(WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE SECTION 01 3300:SHOP DRAWINGS AND DATA SUBMITTALS SHALL BE PROVIDED. CONTRACT DOCUMENTS)SHALL BE EFFECTIVE TO CHANGE THE PRIVILEGES,DUTIES,OR RESPONSIBILITIES OF THE OWNER,ARCHITECT,OR CONTRACTOR,OR ANY OF A. SUBMIT SHOP DRAWINGS FOR ITEMS REQUIRED TO BE FABRICATED,DESIGN-BUILD ANDK)R COORDINATED WITH OTHER TRADES, SUBMIT SAMPLES FOR ALL ITEMS D. FASTENERS SHALL MEET THE FOLLOWING MANUFACTURING STANDARDS:BOLTS:FED.SPEC.FF-B-575,NUTS,FED.SPEC.FF-NS3r,EXPANSION /1 D ,� THEIR CONSULTANTS,AGENTS,OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS,NOR SHALL IT BE EFFECTIVE TOASSIGN TO THEARCHITECT IDENTIFIED WHERE COLOR,TEXTURE OR PATTERN ARE TO BE DETERMINED,INCLUDING BUT NOT LIMITED TO PAINT,FLOORING,WALL COVERING,AND PLASTIC LAMINATES. SHIELDS:FED SPEC.FF-8-325,LAG SCREWS/LAG BOLTS:FED SPEC.FF-B-561,TOGGLE BOTS:FED SPEC FF-B-M,WOOD SCREWS,FED SPEC. OR ANY OF THE ARCHITECT'S CONSULTANTS,AGENTS,OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE B. SUBMITTALS SHALL CLEARLY MARK PERTINENT PRODUCTS,SHOW DIMENSIONS,WIRING AND PIPING DIAGRAMS AND REQUIRED CLEARANCES. FF-S-1I I.NAILS/STAPLES:FED SPEC FF-N-1058 �` C. SUBMIT(3)OPAQUE COPIES FOR ARCHITECT'S REVIEW. WHEN CONSULTANTS REVIEW IS REQUIRED SUBMIT(4)COPIES. (2)COPIES WILL BE RETURNED TO THE �T WORK OR ANY DUTY OR AUTHORITY To UNDERTAKE RESPONSIBILITY CONTRARY ro THE PROVISION of THE CONTRACT DOCUMENTS. E. ALL FASTENERS SHALL BE STEEL AT PRESSURE TREATED WOOD USE STAINLESS STEEL,AT ALL EXTERIOR WORK USE HOT DIPPED GALVANIZED. 0� CONTRACTOR. F. USE FASTENERS AS FOLLOWS:WHERE APPLIED TO LUMBER:NAILS OR WOOD SCREWS,TO PLYWOOD OR PARTICLE BOARD,USE NAILS OR SHEET OWNER'S RIGHT TO PAY CLAIMS AGAINST CONTRACTOR On D. LEAVE AT LEAST(1)6'X 8"SPACE ON EACH SUBMITTAL FOR CONTRACTOR'S AND ARCHITECT'S APPROVAL STAMPS WHEN SUBMITTALS ARE DUPLEX PRINTED. r METAL SCREWS,TO METAL USE MACHINE SCREWS OR BOLTS,TO MASONRY,USE MACHINE SCREWS OR EXPANSION BOLTS. A. ARTICLE 2.5 SHALL BE ADDED AS FOLLOWS: E ALL SUBMITTALS MUST HAVE CONTRACTOR'S STAMP,SIGNED AND CERTIFYING THAT PRODUCTS,FIELD MEASUREMENTS,FIELD CONSTRUCTION CRITERIA„AND G. ACCURATELY LOCATE,CUT AND FIT WORK SECURE RIGID,TO TRUE LINES,PLUMB AND LEVEL.PROVIDE WASHERS UNDER ALL NUTS AND HEADS AT 1. IF THE CONTRACTOR FAILS,NEGLECTS,OR REFUSES TO MAKE PROMPT PAYMENT OF ANY VALID CLAIM FOR LABOR OR SERVICES FURNISHED TO THE CONTRACTOR OR INFORMATION SUBMITTED HAS BEEN REVIEWED AND ACCEPTED BY THE CONTRACTOR AS ACCURATE AND CONFORMING WITH CONTRACT DOCUMENTS. SUBMITTALS NOT BOLTED CONNECTIONS. ANY SUBCONTRACTOR AS SUCH CLAIM BECOMES DUE FOR WORK PERFORMED ON THIS PROJECT,THE OWNER MAY PAY SUCH CLAIM TO THE PERSON FURNISHING SUCH BEARING CONTRACTOR'S SINGED APPROVAL STAMP WILL BE RETURNED WITHOUT ARC HFTECTS REVIEW LAIR OR SERVICES,AND CHARGE THE AMOUNT OF THE PAYMENT AGAINST FUNDS DUE,OR TO BECOME DUE,TO THE CONTRACTOR BY REASON OF THIS CONTRACT. F. ARCHITECT WILL HAVE A MINIMUM OF 5 WORKING DAYS TO REVIEW ALL SUBMITTALS AND 10 WORKING DAYS FOR ANY SUBMITTALS NEEDING REVIEW BY CONSULTANTS. 2. THE OWNER'S PAYMENT OF SUCH CLAIM WILL NOT RELIEVE THE CONTRACTOR OR HIS SURETY FROM HISHER OBLIGATION WITH RESPECT TO ANY UNPAID CLAIMS. SECTION 0135 00:ALTERATION WORK DIVISION 7: THERMAL & MOISTURE PROTECTION CONTRACTORS'REGISTRATIONNVORKMENS COMPENSATION INSURANCE : A. THE EXTENT OF WORK INCLUDES CUTTING/REMOVING ITEMS TO GAIN ACCESS FOR ALTERATION WORK A. ARTICLE 3.1.1.1 SHALL BE ADDED AS FOLLOWS:THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL POSSESS AND MAINTAIN FOR THE DURATION OF THE PROJECT A B. SHOULD ANY ASBESTOS,LEAD PAINT OR OTHER HAZARDOUS MATERIAL BE ENCOUNTERED IMMEDIATELY NOTIFY ARCHITECT AND COMPLY WITH THE REGULATORY AGENCY SECTION 07 8413:FIRE STOPPING BUSINESS LICENSE&REGISTRATION WITH THE CONSTRUCTION CONTRACTORS BOARD IN ACCORDANCE WITH THE LAWS OF THE STATE WHERE THE WORK IS PERFORMED REQUIREMENTS. A. WORK CONSISTS OF SEALING OPENINGS IN ACCORDANCE WITH ALL LOCAL CODES THROUGH FIRE RATED ASSEMBLIES TO PREVENT THE PASSAGE OR AND SUBMIT EVIDENCE OF SUCH REGISTRATION PRIOR TO EXECUTING THE CONTRACT.CERTIFICATES OF WORKMEN'S COMPENSATION INSURANCE MUST ALSO BE C. PROTECT ALL EXISTING WORK AGAINST THE EXTREMES OF WEATHER,TEMPERATURE AND HUMIDITY. SPREAD OF FLAME,SMOKE OR GASES INCLUDING BUT NOT LIMITED TO: MECHANICAL PIPING,DUCTWORK,AND ELECTRICAL CONDUIT,AND OPEN PROVIDED TO THE OWNER FOR ALL PERSONAL PERFORMING WORK ON THE JOB FOR THE AMOUNTS INDICATED BY THE OWNER. D. INSULATE EXISTING DUCTWORK AND PIPING WHERE NECESSARY TO PREVENT CONDENSATION- JOINTS AT BETWEEN FIRE RATED WALLS,DECKS,FLOORS AND CEILINGS.FIRE STOPPING TO BE GOVERNED BY THE LOCAL CODES INCLUDING THE E. TOUCH UP,REPAIR OR REPLACE WORK THAT HAS BEEN SOILED OR DAMAGED DURING CONSTRUCTION. HOSE STREAM TEST IN IBC 712&713. INAPPROPRIATE PRODUCTS OR METHODS : F. CLEAN UP AREAS IMMEDIATELY AFTER DEMOLITION. B. AFTER WORK COMPLETION,SUBMIT MANUFACTURERS WRITTEN CERTIFICATION THAT FIRE STOPPING HAS BEEN INSTALLED IN COMPLIANCE WrrH A. ARTICLE 3.2.1 SHALL BE ADDED TO AS FOLLOWS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR BELIEVES THAT INAPPROPRIATE PRODUCTS OR METHODS HAVE BEEN REGULATORY REQUIREMENTS. PROVIDE SPECIAL INSPECTIONS IF REQUIRED. SPECIFIED,SO SHALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE PRIOR TO PERFORMING THE WORK IN QUESTION, SECTION 01 42 00:REFERENCED STANDARDS C. FIRE STOPPING SHALL BE RATED IN ACCORDANCE WITH ASTM E-814 OR U L 1479.IT SHALL REMAIN FLEXIBLE,AND NOT PULL AWAY FROM CONTACT A. PRODUCTS OR WORKMANSHIP SPECIFIED BY REFERENCED STANDARDS SHALL COMPLY WITH THE REQUIREMENTS OF THE SPECIFICATIONS OR STANDARD,EXCEPT WHEN SURFACES WHERE EXPOSED TO VIEW IT WILL BE PRINTABLE. CONTRACTOR'S REQUESTS FOR INFORMATION MORE RIGID REQUIREMENTS ARE NOTED ON THE DRAWINGS. A. ARTICLE 3.2.4 SHALL BE ADDED AS FOLLOWS:THE OWNER SHALL BE ENTITLED TO DEDUCT FROM THE CONTRACT SUM AMOUNTS PAID TO THE ARCHITECT FOR THE B. REGULARITY AGENCIES: ARCHITECT TO EVALUATE AND RESPOND TO THE CONTRACTOR'S REQUESTS FOR INFORMATION,WHERE SUCH INFORMATION WAS AVAILABLE TO THE CONTRACTOR FROM 1. ADA-AMERICAN WITH DISABILITIES ACT,EEOC,US JUSTICE DEPT,WASHINGTON D.C. SECTION 07 92 00:JOINT SEALANTS A CAREFUL STUDY AND COMPARISON OF THE CONTRACT DOCUMENTS,FIELD CONDITIONS,OTHER OWNER-PROVIDED INFORMATION,CONTRACTOR-PREPARED 2. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE,1819 L ST.NW,SUITE 600,WASHINGTON DC A. EXTERIOR JOINTS:MODIFIED SILICONE,(STPe)SEALANT,INTERIOR JOINTS:ACRYLIC LATEX SEALANT. PROVIDE A SAMPLE OF EACH SEALANT FOR THE COORDINATION DRAWINGS,OR PRIOR PROJECT CORRESPONDENCE OR DOCUMENTATION.ADDITIONALLY,COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 010930. 3. ASTM:100 BARR HARBOR ROAD,WEST CONSHO CKEN,PA ARCHITECTS REVIEW.COLOR TO MATCH ADJACENT SURFACES. 4. US ENVIRONMENTAL PROTECTION AGENCY,REGION IQ 1200 SIXTH AVENUE,SEATTLE,WA. B. WARRANTY JOINT SEALANT WORK FOR 2 YEARS FOLLOWING PROJECT SUBSTANTIAL COMPLETION.PROVIDE ALL ACCESSORIES INCLUDING BACKER 5. NFPA-NATIONAL FIRE PROTECTION ASSOCIATION,1 BATTERYMARCH PARK,QUINCY MA FIELD ENGINEERING: ROD,25%GREATER THAN THE JOINT WIDTH,OF CLOSED CELL,SOFT ROD AND POLYETHYLENE BOND BREAKER TAPE,WHERE BACKER ROD CAN NOT BE 6. OSHA-OCCUPATIONAL SAFETY&HEALTH ADMIN.,200 CONSTITUTION AVE N.W.,WASHINGTON DC WITHA. ARTICLE 3.3.4 SHALL BE ADDED AS FOLLOWS:COMPLY WITH SECTION 01720. 7. OSSC-OREGON STRUCTURAL SPECIALTY CODE,OREGON BUILDING CODES AGENCY,SALEM,OR USED. A N D E R S O N C. ALL JONTS TO BE CLEAN AND FREE FORM DUST AND OIL PRIOR TO APPLICATION.CONCRETE SURFACES TO CURE A MINIMUM OF 4 WEEKS BEFORE LISTING PRODUCT 3.T MANUFACTURERS&INSTALLERS SECTION 0173 00:FIELD ENGINEERING APPLYING THE SEALANT. DABROWSKI A. ARTICLE 3.4.4 SHALL BE ADDED AS FOLLOWS:COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 01600. A. THE CONTRACTOR SHALL ESTABLISH BENCHMARKS REFERENCED TO EXIST.CONTROL POINTS.SURVEYING INSTRUMENTS SHALL BE USED FOR LAYOUT FOR DOORS, PRODUCT SUBSTITUTIONS: CEILINGS,ELECTRICAL AND MECHANICAL WORK A. ARTICLE 3.4.5 SHALL BE ADDED AS FOLLOWS:COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 01630. SECTION 017350:CUTTING AND PATCHING DIVISION 8: DOORS AND WINDOWS ARCH I T E C T S PERMITS: A. ALL AREAS WHERE THE EXISTING FINISH HAS BEEN REMOVED TO ACCOMMODATE ALTERATIONS INCLUDING BUT NOT LIMITED TO PLUMBING,ELECTRICAL,HVAC, SECTION 08 11 13:STEEL DOORS AND WINDOW FRAMES A. ARTICLE 3.7.1 SHALL BE MODIFIED AS FOLLOWS: AND ACCESSORIES,SURFACES SHALL BE PATCHED TO MATCH THE EXIST.MATERIAL,COLOR,TEXTURE AND FINISH OF THE ADJACENT SURFACE 1 1 ('� A. PROVIDE FRAMES COMPLYING WrM STEEL DOOR INSTITUTE"RECOMMENDED SPECIFICATK3NS:STANDARD STEEL DOORS AND FRAMES"SD-100. L L V 1. THE GENERAL BUILDING PERMIT WILL BE SECURED AND PAID FOR BY THE OWNER,THEREFORE THE CONTRACTOR SHALL NOT INCLUDE THE FEE IN THE CONTRACT SUM. SECTION 0174 19:CLEANING AND TRASH REMOVAL PLACE FRAMES IN ACCORDANCE WITH SDI-105. 2. THE PLAN CHECKING FEES AND THE SYSTEMS DEVELOPMENT FEES WILL BE PAID BY THE OWNER,AND THEREFORE THE CONTRACTOR SHALL NOT INCLUDE THE FEES IN A. THE CONTRACTOR SHALL REMOVE ALL TRASH DAILY,OR SOONER.ALL SALVAGED ITEMS THAT HAVE BEEN REMOVED ARE THE PROPERTY OF THE OWNER UNLESS B. FABRICATE STEEL OF NO LESS THAN 18 GAUGE MATERIAL FOR DOORS,16 GA,FOR FRAMES.CARBON STEEL COMPLYING W/ASTM A 366&ASTM A 568 THE CONTRACT SUM. DIRECTED BY THE OWNER FOR DISPOSAL OR AS REQUIRED BY REGULATORY AGENCY.PROVIDE A MINIMUM OF 4 PER JAMB UP TO 9-0 r'r'IN HEIGHT,FRAMES HIGHER THAN 94 SHALL HAVE 1 3. ALL OTHER LEGALLY REQUIRED PERMITS AND LICENSES SHALL BE OBTAINED AND THEIR FEES PAID FOR BY THE CONTRACTOR. B. DURING DAILY AND FINAL CLEANINGS THE AREAS(S)CLEANED SHALL MAINTAIN NEGATIVE PRESSURE. HEPA FILTRATION SYSTEMS SHALL BE USED FOR DEVICES USED FOR ANCHOR FOR EA,ADDITIONAL 2 FT. CONTRACTOR'S SUPERINTENDENT : PARTICLE REMOVAL. C. PROVIDE REINFORCEMENT AT HINGES:8 GA,AT LOCKS,12 GA. ALL CLEANING MATERIALS TO BE USED SHALL BE THOSE RECOMMENDED BY THE MANUFACTURER. A. ARTICLE 3.9.2 SHALL BE ADDED AS FOLLOWS:THE CONTRACTOR SHALL EMPLOY A SUPERINTENDENT WHO WILL PERFORM AS A COORDINATOR FOR MECHANICAL AND C. D. FRAME SHALL BE SHOP PRIMED WITH TWO GOATS OF RUST INHIBITING ENAMEL_ D. DURING CONSTRUCTION,CLEAN AREAS PRIOR TO PAINTING. ELECTRICAL WORK. THE SUPERINTENDENT SHALL BE KNOWLEDGEABLE IN MECHANICAL AND ELECTRICAL SYSTEMS AND CAPABLE OF READING,INTERPRETING AND E. FABRICATE FRAMES WITH CONCEALED FASTENERS.FASTENERS FOR MOUNTING SHALL BE EXPOSED COUNTERSUNK FIAT PHILL{PS HEADS. COORDINATING DRAWINGS,SPECIFICATIONS,AND SHOP DRAWINGS PERTAINING TO SUCH SYSTEMS.THE SUPERINTENDENT SHALL ASSIST THE SUBCONTRACTORS IN E. THE FINAL CLEANING SHALL INCLUDE REMOVAL OF ALL WASTE,VACUUMING ALL SURFACES,WASHING AND POLISHING FLOORS,CLEANING CASEWORK,&VENTILATION F. FABRICATE GLAZING STOPS WITH BUTTED CORNER JOINTS. ARRANGING SPACE CONDITIONS TO ELIMINATE INTERFERENCE BETWEEN THE MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER WORK AND SHALL SUPERVISE THE SYSTEM TO THE EXTENT AFFECTED. G. SET DOORS FLUSH WITH FRAME FACE,TRUE WITH ADJACENT CONSTRUCTION. PREPARATION OF COORDINATION DRAWINGS DOCUMENTING THE SPATIAL ARRANGEMENTS FOR SUCH SYSTEMS WITHIN RESTRICTED SPACES. THE COORDINATOR SHALL SECTION 01 77 00:CONTRACT CLOSEOUT ASSIST IN PLANNING AND EXPEDITING THE PROPER SEQUENCE OF DELIVERY MECHANICAL AND ELECTRICAL EQUIPMENT TO THE SITE. A. THE ARCHITECT,AFTER INSPECTION WILL PREPARE AN CERTIFICATE OF SUBSTANTIAL COMPLETION,AIA DOCUMENT G704,ACCOMPANIED BY A LIST OF ITEMS TO BE SECTION 08 8000:GLAZING A) COMPLETED OR CORRECTED.ARCHITECT WILL MAKE ONE ADDITIONAL FINAL INSPECTION TO DETERMINE WHETHER THE ALL DEFICIENCIES HAVE BEEN CORRECTED.ALL A. COMPLY W APPLICABLE PORTIONS OF THE GLAZING MANUAL PUBLISHED BY THE FLAT GLASS MARKETING ASSOCIATION,TMGA),TOPEKA,KANSAS. DIVISION 1: GENERAL REQUIREMENTS OTHER TRIPS WILL BE CHARGED TO THE CONTRACTOR AT THE ARCHITECTS STANDARD BILLING RATE. B. COLOR AND PATTERN TO BE SMOOTH UNLESS OTHERWISE NOTED. B. CONTRACTOR SHALL FILE:AIA DOCUMENT G706,AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,AIA DOCUMENT G707A,RELEASE OF LIENS,AIA DOCUMENT NO.G 707, C. GLASS TYPES: FLOAT GLASS:ASTM C-1036,SELECT QUALITY,TEMPERED GLASS:ASTM C-1048, PERFORMANCE STANDARD CPSC 16-CFR-1201-C11 WITH Portland Office: (IF ANY)TO FINAL PAYMENT AND SEPARATE LIEN RELEASES FOR ALL SUBCONTRACTORS. VISIBLE MARKINGS,CERAMIC GLASS:GLASS TO MEET ASTM C-1048,SAFETY RATED WIRELESS GLASS:PERMANENTLY IMPRINT WITH FIRE RESISTANCE SECTION 01 1000:SUMMARY OF THE WORK RATINGSETTING BLOCKS: EDPM OR NEOPRENE 430 SE 3rd Ave, Ste 2W THESE DOCUMENTS AND SPECIFICATIONS ARE FOR A NEW BUILDING OF TYPE VB CONSTRUCTION,OCCUPANCY TYPE B,NOxNSPRINKLERED AND ASSOCIATED SITE WORK THE SECTION 0177 50:WARRANTIES AND BONDS . RUBBER.. Portland, OR 97214 OVERALL BUILDING SQUARE FOOTAGE IS 8,148. A. PROVIDE PAYMENT AND PERFORMANCE BONDS AS DIRECTED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION. PROVIDE ALL WARRANTY INFORMATION,SERVICE A. WORKING HOURS AND MAINTENANCE CONTRACTS AT THE END OF THE PROJECT IN A 812"X 11"FORMAT. T: (503) 239-7377 WITHIN REMODEL AREA: NORMAL BUSINESS HOURS DEFINED AS 7:00AM-5 WPM MONDAY THRU FRIDAY SECTION 017823:PROJECT RECORDS F: (503) 239-7327 MECHANICAL AND ELECTRICAL WORK: WHICH INVOLVE SHUTDOWNS OF WORK OR WORK ON DUCTS OR PIPING UPSTREAM OF OCCUPIED AREAS SHALL BE SCHEDULED A. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL RECORD DRAWING BACKGROUNDS FOR THE CONTRACTOR TO INCLUDE IN FINAL CLOSEOUT DOCUMENTS AND TO WITH STAFF AT LEAST 3 WORKING DAYS PRIOR TO SHUTDOWN. DEVELOP"AS-BUILT"DRAWINGS(IN AUTOCAD 2000 FORMAT)OF ALL OTHER TRADES TO INCLUDE IN FINAL CLOSE OUT DOCUMENTS. "AS-BUILT"DRAWINGS SHALL FOLLOW B. CONTRACTORS USE OF THE PREMISES THE STANDARDS SET FORTH IN ANDERSON DABROWKI ARCHITECTS"AS-BUILT BACKGROUND STANDARDS"AND IS AVAILABLE UPON REQUEST. O&M BINDER REVIEW WILL EXCEPT AS INDICATED,THE CONTRACTOR SHALL HAVE EXCLUSIVE USE OF THE AREA UNDER CONSTRUCTION AS SHOWN ON THE DOCUMENTS.OWNER TO PROVIDE AND FOLLOW ANDERSON DABROWSKI ARCHITECTS"PROJECT AS-BUILT/O&M SUBMITTAL CHECKLIST"AND 6 AVAILABLE UPON REQUEST. PAY ALL NECESSARY UTILITY CONNECTIONS. C. WORK PERFORMED BY OWNER THE OWNER SHALL REMOVE,PRIOR TO CONSTRUCTION,ALL EQUIPMENT&SUPPLIES IN THE WORK AREA- D. READ. OWNER FURNISHED ITEMS THE OWNER SHALL PROVIDE ALL EQUIPMENT TO BE USED IN THE PREMISES. E. SURVEYING EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK THE CONTRACTOR,OMER,AND ARCHITECT SHALL JOINTLY SURVEY EXISTING CONDITIONS,NOTING AND RECORDING ANY www.ADarchitects.com EXISTING DAMAGE.RECORD WILL SERVE AS A BASIS OF FINDINGS FOR DETERMINING ANY SUBSEQUENT DAMAGE TO EXISTING FACILITIES AS CAUSED BY CONTRACT WORK F. PROTECTING EXISTING UTILITIES ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND DRAWINGS INDICATE APPROXIMATE LOCATION OF ALL KNOWN CONCEALED UTILITIES.BEFORE THE START OF WORK,CONTRACTOR SHALL LOCATE UTILITIES THAT COULD PLANS SET FORTH ON THESE MEETS ARE OWNED BY BE DAMAGED BY CONTRACT WORK.IF ADDITIONAL LINES ARE ENCOUNTERED. NOTIFY OWNER FOR DISPOSITION. AND ARE THE PROPERTY OF ANDERSON DABROWSKI G. USE OF OWNER'S PROPERTY AND EQUIPMENT DO NOT USE OWNER'S PROPERTY,FACILITIES OR EQUIPMENT. ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE(R H. FIRE-HARZARDOUS WORK SAID PLANS,REPRODUCTIONS.IDEAS. , PERFORM NO WELDING,TORCH-CUTTING,OR OTHER HAZARDOUS WORK WITHOUT GIVING THE OWNER 48 HOURS ADVANCE NOTICE OF SUCH WORK ARRANGEMENTSDABROWSKI WITHOUT THE WRITTEN PERMISSION IS OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. RED ROCK CENTER BUILDING B SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR CONSTRUCTION DOCUMENTS Revisions: Date: 05.16.13 Scale: AS NOTED Project No.: AD13108 File Name: xxxA1.2 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: Sheet Title: SPECIFICATIONS Sheet No.: A1 .2 SW DARTMOUTH STREET (E • FH :H I r III -X- 4 vv v — I w BUILDING B - L I 0 LP BUILDING A Z . . . . . 1 8,150 SQ FT r 11,115 SQ FT ill MEDICAL OFFICE - 4,075 - - - - I RETAIL - 4,075 + MEDICAL I I ^ Q OFFICE - 11 ,115 F--� _ . 'I v v� cn . WETLAND 11 vvvv J� . - - - - - �, v v/v�y/ I � w(f� - - RESERVE vv w r cANPocer v cAgPoar 6 - _ • _ - - _ - _ - _ • _ _ - _ - _ • • 'I I VANP00. VAtWOCI OF . . . . . . . . . . 0 8 Q FH ~ I L -- --J L -- . -- ^ • . . _ . . . . - _ . . . . . . . oo � ANDERSON ooaNVA ooaNrA D A B R O W S K nooaaro nomaro I I — ARCH ITECTS 19 1919 LLC III III II � II I X 0 0 0 0 Oo I BUILDING C MMPACi COMPACT Portland Office: FUTURE PAD SITE ® D 1430 SE 3rd Ave, Ste 200 2 FLOORS eee Portland, OR 97214 20,000 SQ FT ® D 239-7377 F: (503) 239-7327 GENERAL OFFICE - 20,000 (� I Dwww.ADarchitects.com PHASE IIIA - BUILDING B — /� WORK _ __ __ _ ALL IDEAS,DESIGNS ARRANGEMENTS,DRAWINGS,AND SCOPE OF VYOR(� D PANS SET FORTH ON THESE SHEETS ARE OWNED BY AND KI .. • OR `�.'`•. ...� � �� :. . :•'•� �= - � �.:;� F'. �...•� � �.• �.; �.. .:� � ° ARCHITECTS, USE,REUSE,OR DISCLOSURE OF I ' O �� D SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDAR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 0 o OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER D I BUILDING B SW 72ND AVE AT SW DARTMOUTH ST I I TIGARD, OR °- ;�; D D I CONSTRUCTION DOCUMENTS Revisions: SITE DATA GENERAL INFORMATION D I SITE ADDRESS: SW 72nd Ave at Dartmouth Ave Tigard,OR :: D D I Date: 05.16.13 ASSESSOR'S MAP/TAX ID: MAP 25101 AS, TL00100&00300 Scale: AS NOTED PLANNING DISTRICT: C-G(PD) PARCEL SIZE: 146,327 SF PROPERTY OWNER: Doug Fry Project No.: AD13108 PROPOSED USE: Medical Offices/Retail D D 61' File Name: 13108A2.0 AREAS I I Drawn By: MJW/KVR LOT: 67,515 SF DD D Checked By: JMA FF BUILDING: " . D I Jurisdiction Approval: PAD A: 11,115 SF PAD B: 8,148 SF PAD C (FUTURE): 20,000 SF PARKING COUNTS . ; < TOTAL SPACES: 146 ADA SPACES: 10 COMPACT SPACES: 18 :..1 CARNANPOOL SPACES- 8 LOADING BERTHS: 1 OVERALL SITE PARKING NOTES j GENERAL OFFICE 20,000 SQ FT @ 3.4!1,000 x 100%.... 68 D O D MEDICAL OFFICE 11,115 SQ. FT. @ 3.9/1,000 x 90%...... 39 — — MEDICAL OFFICE 4,074 SQ. FT. @ 3.9/1,000 x 80%........ 13 RETAIL 4,074 SQ. FT. @ 3.7/1,000 x 80%......................... 12 I TOTAL SPACES REQUIRED.............................................. 132 TOTAL SPACES AVAILABLE.............................................. 146 TOTAL SPACES INCLUDES: TYPICAL SPACES............................................................... 110COMI — ADAPACT RKINGSES..ES..................................................... 18 ELMHURST ST. DEDICATION ADA PARKING SPACES..................................................... 10 I Sheet Title: VAN/CARPOOL PREFERENCE SPACES.......................... 8 OVERALL SITE PIAN 1 . SITE PLAN Sheet No.: A2.0 SCALE: 1" =20'-0" (E:H I s. i ! 14 1 u ggaQo gag 05 ❑ I I 0000000 4K � I i 1 0 7 1 s r 1 1 BUILDING B - °2 �J TMP BUILDING A 18,150 , 1 0 SQ FT - - 11 ,115 SQ FT r l 1 MEDICAL OFFICE - 41075 16 1 MEDICAL U 1 `. • RETAIL - 41075 TYP. O 06 1 � OFFICE - 11 ,115 TYP. ,�5� N 1 10 02 TYP. 09 II it _ u u 1 0 0 0 0 0 0 0 0 1 v � ° W � 1 I `VAANN oo` VANPOOL, ~J N A E 1 f N 11 � 07 TYP. •2 P. — — — — 1 1 03 --- f OF 10 — - - •• 2 Oa 1 I .2 1 O El 17 FH aw 1 115 T P. O 1 TYP. 1 ANDERSON - - - - °r 1 1 DABROWSKI 0-405 4 0 1 1 ARCHITECTS TYP. ,OOdNbAIOOdHVA nL L C Cq 9 9 19 ---- oodaYo n i 4�== Y1 141 Ll (D oodaYo I 1 Q Portland Office: 1 =g 1430 SE 3rd Ave, Ste 200 I Portland, OR 97214 1 T: (503) 239-7377 F: (503) 239-7327 1 1 El 1 I www.ADarchiteGts.com Illll■ Illll■ - ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW RED ROCK CENTER I I BUILDING B SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR 1 . PHASE IIIA - SITE PLAN CONSTRUCTION DOCUMENTS SCALE: 1116"=11'4Y' Revisions: Date: 05.16.13 GENERAL NEW SITE PLAN NOTES 03 06 SITE PLAN NOTES PARKING NOTES: PHASE III Scale: AS NOTED 1. SURVEY INFORMATION REPRODUCED BY CIVIL ENGINEER. 11. ALL DIMENSIONS ARE TAKEN TO FACE OF STUD/CONCRETE OR EDGE OF PAVEMENT 01 PROVIDE AND INSTALL NEW CONCRETE SIDEWALKS.AT NEW CONCRETE, 16 PROVIDE AND INSTALL NEW LIGHT POLES AS INDICATED ON PLAN. SEE DESIGN BUILDING A-MEDICAL OFFICE 11,115 SQ. FT.@ 3.9/1,000 x 100%..... 44 Project No.: AD13108 UNLESS OTHERWISE NOTED. O CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4)FEET AND O BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. BUILDING B-MEDICAL OFFICE 4,074 SQ. FT. @ 3.9/1,000x 90%.......... 15 File Name: 13108A2.1 2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORK. EXPANSION JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS BUILDING B-RETAIL 4,074 SQ. FT. @ 3.7/1,000 x 90%........................... 14 12. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION. 7 PROVIDE AND INSTALL TRANSFORMER ON CONCRETE PAD(PAD SIZE TO BE Drawn By: MJW/KVR 3. SEPARATE SEWER CONNECTION PERMIT REQUIRED. DETERMINED). SEE DESIGN BUILD ELECTRICAL DRAWINGS FOR MORE TOTAL SPACES REQUIRED (PHASE 111)..................................................... 73 13. CONTRACTOR SHALL LAYOUT AND ADJUST AS REQUIRED FOR APPROVAL BY 02 PROVIDE AND INSTALL NEW CONCRETE CURBS AS INDICATED.SEE CIVIL INFORMATION. TOTAL SPACES AVAILABLE(PHASE 111).................................................... 78 Checked By: JMA 4. DISPOSE OF STORM WATER PER APPROVAL BY CITY OF TIGARD. ARCHITECT PRIOR TO CONSTRUCTION. O DRAWINGS FOR MORE INFORMATION. PROVIDE AND INSTALL LOCK N LOAD RETAINING WALLS AT LOCATIONS TOTAL SPACES INCLUDED IN PHASE 11 CONSTRUCTION: 5. UTILITY DATA ON DRAWING IS SCHEMATIC AND SHALL BE VERIFIED BY CONTRACTOR 14. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY 03 PROVIDE AND INSTALL NEW BRICK PAVERS AS INDICATED. BRICK PAVERS TO 18 INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR. 63 Jurisdiction Approval: TYPICAL SPACES. .. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL UTILITIES PROTECTION DISCREPANCIES PRIOR TO CONSTRUCTION. BE MUTUAL MATERIALS, HOLLAND, RUSTIC BLEND, HERRINGBONE PATTERN. COMPACT SPACES............. . .. ...... .... ...................... . ..... . ............ 0 SERVICE PRIOR TO CONSTRUCTION. PROVIDE AND INSTALL GUARD RAILS AT LOCATIONS INDICATED. SEE DETAILS ADA PARKING SPACES............................................-................................. 10 16. AT NEW CONCRETE, CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4) PROVIDE AND INSTALL CRUSHED GRAVEL PATH. SEE LANDSCAPE DETAILS FOR 19 FOR MORE INFORMATION. VAN/CARPOOL PREFERENCE SPACES.................................................... 5 6. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY FEET AND EXPANSION JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS 04 MORE INFORMATION. BICYCLE PARKING SPACES....................................................................... 10 CONCERNED. CONTRACTOR SHALL TERMINATE SERVICE ACCORDING TO UTILITY OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION. COMPANY SPECIFICATIONS. PROVIDE AND INSTALL IRREGULAR FLAGSTONE PAVERS AS INDICATED. 17. CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING GRADES AT LOCATIONS 05 7. UTILITY SERVICE SHALL BE MAINTAINED AT ALL TIMES. WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT. PONDING AT JOINTS WILL NOT BE ACCEPTED. O6 PROVIDE AND INSTALL WHEEL STOPS AT PARKING SPACES AT LOCATIONS 8. DAMAGED UTILITIES SHALL BE REPAIRED WITH NO ADDITIONAL COST TO OWNER AND SHOWN. SEE DETAILS FOR MORE INFORMATION. TO THE OWNER'S SATISFACTION. 18. WHERE PROPOSED GRADES MEET EXISTING GRADES, CONTRACTOR SHALL BLEND 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE GRADES TO PROVIDE A SMOOTH TRANSITION. 07 PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS. CONDITIONS PRIOR TO CONSTRUCTION. 19. AT ALL PHASE III SITE WORK EDGES, SLOPE GRADE TO MEET EXISTING GRADE.SEE CIVIL DRAWINGS FOR MORE INFORMATION. PROVIDE AND STALL ADA RAMP AT LOCATION SHOWN. SEE CIVIL DRAWINGS OS 10. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING FOR MORE INFORMATION. BASE INFORMATION SHOWN AND ACTUAL FIELD CONDITIONS. 09 PROVIDE AND INSTALL PAINTED HANDICAP SYMBOL AT LOCATION SHOWN. SEE DETAILS FOR MORE INFORMATION. 10 PROVIDE AND INSTALL HANDICAP PARKING SIGN AT LOCATIONS SHOWN-SEE DETAILS FOR MORE INFORMATION. 11 PROVIDE AND INSTALL CARPOOL/VANPOOL PARKING SIGN AND TEXT ON PARKING SPOT AT LOCATION SHOWN. SEE DETAILS FOR MORE INFORMATION. 12 PROVIDE AND INSTALL BIKE RACKS AT LOCATIONS SHOWN. SEE DETAILS FOR MORE INFORMATION. 13 PROVIDE AND INSTALL BENCH AT LOCATIONS SHOWN. Sheet Title: 14 PROVIDE AND INSTALL ELECTRICAL METER SCREEN. SEE SITE DETAILS FOR PHASE III A SITE PLAN 8 MORE INFORMATION. 15 PROVIDE AND INSTALL GAS METER INFORMATION. SCREEN WITH ACCESS GATE.SEE SITE DETAILS FOR Sheet No.: A2. 1 2. 1 120° MIN. OPENING ANGLE 4 SLOPED CAP TUBE STEEL GATE FRAMES WITH y -36,26 GAUGE PREFINISHED L-A FACOEDRCMU OF lSPLIT z \ PANELS. / 12 INCH LATCH BOLT o 00 �o�� 4 // \\ W/PADLOCK STAPLE -WELD ] 3/16"MIN. THICK GUSSET � �� FOR MOUNTING STAPLE 30 INCH CANE BOLT W/KEEPERS IN OPEN AND CLOSED POSITIONS �o // FOUNDATION, SEE STRUCTURAL FOUNDATION, SEE STRUCTURAL d DRAWINGS FOR MORE DRAWINGS FOR MORE U / d 4 d I� �\� ° INFORMATION INFORMATION Y � d ° I I uu I I I I I I F_ _J LT - - - - - - - - - - - - - - - - - - - TJ L , r- _.JLam-- - - - - - - - - - - - - - - - - - - - - - TJ L � L - - - -i- - - - - - - - - - -L - - - d I- - - - � - - - - - - - - - - - - 2. WASTE/RECYCLE ENCLOSURE ELEVATION 3. WASTE/RECYCLE ENCLOSURE ELEVATIONS d a - SCALE: 1/2"= V-0" SCALE: 12"=1'-0" r d m PORCELAIN ENAMELED STEEL 2 2 REFLECTORIZED SIGN BEADED 17 BOTTOM OF LOWEST SIGNAGE 1' 0" ^Qj�n lJ CMU CAP BOTTOM OF LOWEST SIGNAGE ° A a b OR EQ. TO BE 7'-0"(±3")ABOVE GROUND OREGON ION SIGN NO.R7-8 � TO BE T-0"(±3")ABOVE GROUND � I1[nY/��iY`� D a LINE (POST MOUNTED SIGNAGE COMMISSION SIGN No.R7-0- 3 , V z STAINLESS STEEL FASTENERS. VAW ) SEE OTC DELVES FOR MORE LINE(POST MOUNTED SIGNAGE) ° 5'-0"A.F.F. cARPooL WITHIN THE PEDESTRIAN INFORMATION rq PMgNO WITHIN THE PEDESTRIAN M. ON d d a HEIGHT 1" HIGH MIN. WHITE LETTERS ON PARKING PATHWAY. BOTTOM OF LOWEST ® PATHWAY. BOTTOM OF LOWEST �►] d i NLY SIGNAGE TO BE 5'-U'MINIMUM SIGNAGE TO BE 5'-0" MINIMUM A � : u I BLUE BACKGROUND VARIES OREGON TRANSPORTATION VARIES Ak FOR ALL SIGNAGE (POST OR COMMISSION SIGN NO.R7 73P AS FOR ALL SIGNAGE (POST OR ILJ VERIFY CORRECT VERBIAGE 0 N 0 N a ) BUILDING MOUNTED)NOT WITHIN REQUIRED-SEE OTC DETAILS uqN BUILDING MOUNTED)NOT WITHIN THE PEDESTRIAN PATHWAY. FOR MORE INFORMATION °' ACME THE PEDESTRIAN PATHWAY. ATTACH SIGNAGE TO POST OR OREGON TRANSPORTATION ATTACH SIGNAGE TO POST OR ° d d ° 4 �� BUILDING ELEVATION WITHAPPROVED COMMISSION SIGN NO.R7-acAs BUILDING ELEVATION WITH r 0 � 11 OR MORE INFORMATION AILS APPROVED HARDWARE AS ° d ° REQUIRED YAARH WARE AS 1 a ° 7 COURSES OF 8x8x16 SPLIT �� —IF REQUIRED BY AHJ a FACED CMU 1 114"GALV. SCHD.40 STL 1 1/4"GALV. SCHD.40 STL. PIPE W/CAP PIPE W/CAP SLAB ON GRADE, SLOPED o JI 1"CONC.WASH t"CONC.WASH 1/4"/12"TOWARD DOORS �� GRADE GRADE F.F. I I• 8"DIA. CONC. FOOTING 11' 8" DIA. CONC. FOOTING 3 / - FOUNDATION,SEE / / / / /STRUCTURAL DRAWINGS \ \ /\\/\\/\\/\\/\\/ w { L —III- NOTES: ! _-) I L I - NOTES: FOR MORE INFORMATION o\o/\/ /o _ I o 1. SIGN TO BE PER LOCAL I I I 1. SIGN TO BE PER LOCAL JURISDICTION REQUIREMENTS. - °U JURISDICTION REQUIREMENTS. X, //\\//\\//\\// VERIFY SIZE, SHAPE &VERBAGE. VERIFY SIZE, SHAPE 8 VERBAGE. 1 . WASTE/RECYCLE ENCLOSURE 4. ENCLOSURE � \� \� III -I i , SU E SECTION 5. CARPOOL SIGN DETAIL 6. HANDICAP PARKING SIGNAGE ANDERSON SCALE, 112"= 1'-0" SCALE: 12"=1'-0" DABROWSKI SCALE: 12"= 1'-0° SCALE: 12"=1'-0" z x s PT WQOD CAP. ARCHITECTS g -�� a PAINT TO MATCH IRON 22 f-LANDSCAPED AREA GRAY. L L C ELECTRICAL METER 15 9 o ELECTRICAL METER SCREEN FENCE I I HARDIPLANK SIDING:IRON GRAY ON ALL SIDES OF WALL-MITER ALL CORNERS. b FIELD VERIFY DIMENSION b 1 -0" in WILL COVER INSTALLED ELECTRICAL PANELS o LANDSCAPED AREA N 2 X 4 PT WOOD TOP, BOTTOM AND Portland Office: BUILDING B � @24„°C 1430 SE 3rd Ave, Ste 200 /-4X4 PT WOOD Portland, OR 97214 ELECTRICAL ol, POSTS AT CORNERS T: (503) 239-7377 METERS o� POURED IN PLACE F: (503) 239-7327 CONCRETE FOOTING CD p (V a d 4"CONCRETE SLAB \\\\\\/ \�\o\\/\\/\\o\\/\\/ t_9 \\X \\\ a - \//\\/ / / /\\/ www.ADarchitects.com /AA/AA/AA/VA/AA/AA/VA/VA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY ALL IDEAS.DESIGNS,ARRANGEMENTS,DRAWINGS,AND ° AND ARE THE PROPERTY OF ANDERSON DABROWSKI 7. UTILITY SCREEN WALL - PLAN ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF 8. UTILITY SCREEN WALL SAID PLANS.REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS ANDERSON A8 OWSKEARCHITECTS,WRITTEN RLLC,IS v a � ° p SCALE, 12"= T-0" PROHIBITED BYLAW. ° a C SCALE: 12”=1'-0" a � BUILDINGB 2 X 6 PT WOOD CAP. a PAINT TO MATCH IRON RED ROCK CENTER ° c p ° ° v GRAY. BUILDING W 72 DING BT SW DARTMOUTH ST F - - � GAS METER TIGARD, OR HARDIPLANK SIDINGIRON GRAY ON ALL SIDES OF 6'-0"MAX 4" MAX 2"0 ROUND \ \\\ 3'-0"CUR WALL-MITER STEEL TUBE / / / ALL CORNERS. \\\o\\o\\o\\ 4"0 DECORATIVE o FIELD VERIFY DIMENSION a CIRCLES CONSTRUCTION DOCUMENTS \/\/\/\' WILL COVER INSTALLED Revisions: GAS \\ \\ \\ \\ I ° GAS METERSCXXX \ \ \ \ 2"SQUARE STEEL a o METERS o/%//o// i \/\/ 2 X 4 PT WOOD TOP, TUBE \//\\//\\//\ BOTTOM AND @24"O.C. %/oo/% I I 4 X 4 PT WOOD 12"SQUARE STEEL \\/\\/\\/\\ POSTS AT CORNERS TUBE //o POURED IN PLACE AT EQUAL SPACING ° 2-2 CONCRETE FOOTING Date: 05.16.13 ° �\\\ - - Scale, AS NOTED e GAS METER \ m m 2"SQUARE STEEL SCREEN FENCE 6'-0" 0 0 0 0 0 0 0 0 WITH GATE \\\\\moo\ \\o\\o\\\\\� I I b \\� \�o\\o\ o�CJoo � -C-� oo TUBE CONCRETE CAP Project No.: AD13108 n AA VA/AA/AA//VA/AA/ / VAOAAOA - -� o COMPACTED GRAVEL X ° /\//\//\//\//\/ • io \//\// - - BED File Name: 13108A2.2 \ \ \ \//A//A//A//A//A// _ Drawn e / / / / / / / LOCK+ LOAD SYSTEM, Y MJW/KVR LANDSCAPED) \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/ -AREA A//A//A//A//A//A//A//A//A//A//A//A - -of- -� -_�o �� INSTALLED PER Checked By: JMA VA�V . \A V�\ VAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAA\ - MANUFACTURER'S INSTRUCTIONS 9. BIKE RACK PLAN 10. UTILITY SCREEN WALL - PLAN 11 . UTILITY SCREEN WALL 12. D CORATIVE 'GUARD RAIL Jurisdiction Approval: SCALE: 12"= V-0" SCALE: 1/2"=V-7' SCALE: 12"=1'-0" SCALE: 12"=1'-0" OF STALL HUNTCO HP BIKE RACK: 2$ MOUNTING: IN-GROUND MOUNT SEE CIVIL DRAWINGS FOR FINISH : POWDER COAT, RAL-8014 BRONZE 6" 7" 36"X 36" BLUE FIELD MORE INFORMATION ON CURB MATERIAL: 2"SCHEDULE 40 PIPE BACKGROUND(2 ASPHALTIC PAVING COATS) % PREFABRICATED CONCRETE 0 ( WHEEL STOP 3 12" T-0" z? 3"WIDE PAINT 1° STRIPE, TRAFFLIC BIKE RACK °' LINE WHITE(2 a n l l d FLANGE COVER w COATS) C SIDEWALK M d 4 a o � IIih v o - o d - d. ° d - ° G o ` Q I n1 a o o c� o - O 7" oo��000000 0 0 000 o d _U / Z /f> Sheet Title: 00 o%oo�,o�,o0 00 6 00000000000000 0< Y )oo< y )�C Y ) �jo� 00 o SITE DETAILS o 7\ 13. BICYCLE RACK 14. PAINTED ACCESSIBLE SYM . 15. CONCRETE WHEEL STOP Sheet No.: /� 2 2 SCALE: 3/4"=1'-0" SCALE: 1"=1'-1 SCALE: 1 12"=1'-0" / '� w GENERAL CONDITIONS RED ROCK CENTER 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM STREAM RELOCATION AND WETLAND MITIGATION 99W TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, 1988 ED. CASE FILE PDR 2008- 00003 a 2 CITY'S STANDARD SHALL BE SPECIFICATIONOVIDED FOR AND, ALSO,BY THE IN ACCORDANCE WITH A CITY (JOBACTOR IN CSPECIFIC) TAX LOT 100 1S1W01AB THEZ APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN sw BAYLDR ST SHALL BE AVAILABLE AT THE WORK AREA. NE Y4 OF THE NE 1/40F TAX MAP SEC. 1, T2S, R1W, WM, 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST WASHINGTON COUNTY OREGON OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS SW CLINTON ST RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO I -� AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) 'AND TO SW DARTMOUTH ST // - -_°. -. '-'i ... .1_-i - - --•. _ SW DARTMOUi Sr SITE TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. , �, H 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL ; ,, i. . ':: CITY OF TIGARD o MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE � • WASHINGTON COUNTY 5 CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. OREGON SW ELMHURST ST 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE LU UNTIL EFFECTIVE ACCESS IS ESTABLISHED o O I,Fillil -0 2n 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF N a a < _ _ CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 3 3 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. - I' N N fO TO 7:00 A.M.. MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, I g y = SW BEVELAND ST NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. I U') Q 08 SW HAMPTON ST g n 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS - - _ �0 I NOT TO SCALE M 'U" c MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 0 ( I a oP2 ' 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE # I� ter, VICINITY MAP N o N CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME, I I N.T.S. 3o mm A 0 AND DATE FOR APRE-CONSTRUCTION MEETING. I I I I I 5 m 3 <` � pc � q 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 'i I -_ ' I 4W $ ,°�' •5 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) o P R 0 J E C T TEAM $ _3 a : U EL HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING O ctror WORK COVERED BY THE PERMIT. N P 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED I OWNER CIVIL ENGINEER a �F CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL SW ELMHURST ST f- „x t T' WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE DOUG FRY PACE ENGINEERS, INC. CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S _ 23077 SW NEWLAND RD 5000 MEADOWS ROAD, SUITE 345 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY m� WILSONVILLE, OR 97070 LAKE OSWEGO, OR 97035 ° o OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. SITE MAP ANDREW REITER, PE, PLS e SCALE 1"=100' andyr®paceengrs.com 'y y 23 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY THE PROJECT LEGEND DEVELOPER PH 503-597-32222 Q W A PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED INN A FX 503-597-7655 CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT BRAD PIHAS EXPIRES: 1 2/3112 01 4 HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. TENANT ADVISORY GROUP 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY - - CENTER LINES 22151 SW 55TH AVE, SUITE 100 SURVEYOR KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE GENERAL CONDITIONS CONT. - - PROPERTY LINES TUALATIN, OR 97062 FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER - - RIGHT-OF-WAY LINES G&L LAND SURVEYING, DATE SEPT. 22, 1999 11% IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR - - - - LOT LINES LODESTAR SURVEYING, DATE OCT. 1 , 2007 REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO - DITCH LINE PACE ENGINEERS, DATE APRIL 24, 2013 U) 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH FLOW LINE AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. W WATER LINE Z CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. ss SANITARY SEWER LINE Sheet LIST} O 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND STORM DRAIN LINE 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GAS LINE Sheet # Sheet Title WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION W M GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. U° UNDERGROUND POWER LINES W I- MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND UT UNDERGROUND TELEPHONE LINES C1 COVER SHEET (ON-SITE) _ 3. in AND MATERIAL. 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. UN UNDERGROUND CABLE TV LINES CIA EXISTING CONDITIONS � o cv REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. v OVERHEAD POWER LINES O x 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE OHS OVERHEAD UTILITY LINES C2.0 CIVIL SITE PLAN w V WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC - o o - o -o o o - J o " 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND CHAIN LINK FENCE C3.0 1200C COVER SHEET (ON-SITE) I PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT - X- X X X- X X - WIRE FENCE O 00 ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE FINAL LIFT OF ASPHALT HAS BEEN PLACED. 0 M -- WOOD FENCE C3.1 EXISTING CONDITIONS & PHASING PLAN w DRAINAGE CONTROL. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND NEW STORM MANHOLE C3.2 PRE-EROSION CONDITION 00 M x 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN SD_ NEW STORM LINE C3.3 GRADING & EROSION CONTROL MEASURES I o CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN U) ¢ WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. WRITING, OF ANY/ALL ASSIGNMENT CHANGES. C3.4 EROSION CONTROL DETAILS w 0- 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND ABBREVIATIONS' C3.5 EROSION CONTROL DETAILS 2 w 0 x � 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, j w HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED AC ASPHALT CEMENT EVCS END VERTICAL CURVE STA PA PROPERTY LINE C4.0 GRADING PLAN (CONTOURS) W a V) SHALLE DONE AT THESHOULD CONFLICTS E AND PERMITHOLDIGN ERSOEXPENSE.AH HANGESON OF AMUSTES BE NECESSARY ITBE APPROVED BY THE "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. AGGR AGGREGATE EXTG EXISTING PSI POUNDS PER SQUARE INCH C4.1 SPOT ELEVATIONS Z I 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL APPROX APPROXIMATELY EX EXISTING PT POINT OF TANGENCY x CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK BCR BEGIN CURB RETURN EXIST EXISTING PVI POINT OF VERTICAL INTERSECTION C5.0 ON-SITE UTILITY PLAN a O WITH AFFECTED UTILITY AGENCIES. NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. W (LI BVCE BEGIN VERTICAL CURVE ELEV EYE EYEBROW PUB PUBLIC W N a 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER BW BOTTOM OF WALL A FIELD INLET RED REDUCER C5.1 SANITARY SEWER PLAN & PROFILE V W Of a m 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF BVCS BEGIN VERTICAL CURVE STA FG FINISH GRADE RET RETAINING WALL Y (n O > PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, / CDS CUL DE SAC F C6.0 DETAILS Y o: ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. /L FLOW LINE RD ROAD V Q 0 U v=i HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS CL CENTERLINE GUT GUY ANCHOR RT RIGHT C6.1 DETAILS = of I THE PROSECUTION OF THE WORK. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. COMB COMBINATION GUT GUTTER SAN SANITARY SEWER O Q v CONC CONCRETE ST STR STREET 6.2 DETAILS �,. HORZ HORIZONTAL / O LdI,00 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND DI DUCTILE IRON PIPE IE INVERT ELEVATION STA STATION I 00 o (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. DRAIN DRAINAGE LAT LATERAL STD STANDARD OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO DRWY DRIVEWAY LT LEFT STM STORM W} . ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. DSGN DESIGN MAX MAXIMUM S/W SIDEWALK it w x AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' ECR END CURB RETURN MH MANHOLE TC TOP OF CURB Li EXPENSE. EG EXISTING GRADE TEMP TEMPORARY SEWER & STORM: CITY OF TIGARD MIN MINIMUM 0< N ELEV ELEVATION TOC TOP OF CURB �¢� m 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY • EROSION CONTROL: CLEAN WATER SERVICES (CWS) N.T.S. NOT TO SCALE p E/P EEOP TW TOP OF WALL 0 REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY STREETS: CITY OF TIGARD PCV PAVEMENT BAR IS ONE INCH ON PLOT DATE: I Wn^ � ESMT EASEMENT PC POINT Of CURVATURE >� TYPICAL ORIGINAL DRAWING d nwd- IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE • WATER: TUALATIN VALLEY WATER DISTRICT (503) 642-1511 EVCE END VERTICAL CURVE ELEV 1/10/14 M� ••w� PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS PED PEDESTRIAN VERT VERTICAL o 1' r>�cyF I • FIRE PROTECTION: TUALATIN VALLEY FIRE & RESCUE SUPPORT DESIGNED BY: CHECKED BY: wc� CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). �M�� I SERVICES (503) 642-0396 • MNNWUMo 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE • NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 • AAR BDL ooh "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE o JOB NUMBER ��z I REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY MONUMENTS AND BENCHMARK APPROXIMATEIONLYCAND OADDITIONALOUTILTES MAYNEXI TRE 13833 a�n�ax BUILDINGS TO THE SEWER SYSTEM. wcii CITY OF TIGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH DWG NAME: 2W :2 ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. 13833 - C1.0 CO <F-F-aJ OFES.W.SHAMPTON STREET. 2ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 Knowwhat'sbelow. at=�z� 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON w>pww A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT Call before you dig. SHEET C1 _j<_j00f NOTE # 5.) ilcnanx w 0 I I I I I I z O 13 ti 14 I /�/ I to LLIi 9 SW DARTMOUTH STREETI 19 21 9 22 -13 4//j/ BM 14 q i 9 =- - - 9 15 9 ssY A /_ L 5 �. \ d � ,,�s ss , --�(� c %� I ° i rl l � l°� l l pl � 1 4 to / /� / l 41 0 � o � ' I �� •,. 3_ � .d \ 2 a e. - \ \ d - \ to I - ` T'$$---f- a w ----\11 ° \ a } I \ } 1 1°' ss } a ass N 1w w� 63 1 1 \ °� .a + )/ 1 1 1 a ~` . \ 7" T ° `� } 1 w e \ \I I- - / .�_1 18i - `on• i STORM SEWER NOTES I { I� 7 '" s / ( I = m s ' 1 / 7 / / 1 I " x. : . I �, / / +r_er - v tq c'� ❑1 STORM MANHOLE: o o i ted 60' DIA MH v ,n FLOW CONTROL 2 _ - RIM = 234.60 III ti ' I I L/ / I I / l l lII I I ! n t 1 1 t•' II t 7 7 S 3 o N o IE IN 120(N) = 225.05 IIII " *` I / I iF'1 4� I I I I I ! I I I I n ;iy I ; 7 Y g v �i : i5 q IE IN 12"(E) = 225.05 i I I /Y` I II / / / II ; 'a i a` g ai 'roi c IE IN 4" (N) = 228.00 VENT Z 11 al / / / / 1 - - O a> IE IN 6" (NE) = 225.05 PERF > - - 10' / / \ (I I / / / //IIII /o I a ;, - 1 g Y � i •� c�i IE OUT 12"= 224.85 ¢ 111 II �/ / 1 ( 1 / / / / 11 / I IN' �e l m �' u + Cn d E U n ' ;: CD m m OF INSTALL FROM TOP N I II a 1 //// 1y, / // // / I r C \ 1' �' 1 ' ; �� I ! TOPOGRA HIC LEGEND I J} ` .' - - ! tom', -Tv- - UNDERGROUND TELEVISION LINES O SANITARY MANHOLE � MAIL BOX ❑2 STORM MANHOLE: V) t l l - - --- -/ / / / ! I ! " C" 1,4 h i ny''' t ` 1} / ' I (U SS NOTED OTHER SE) 48' DIA MH W/ 4' DEEP SUMP 1 // / // / / ! I 1 ! !,1 ' { �" t Fd t111i� t ' )� tt " / .4 II - G - - UNDERGROUND GAS UNE I _ 5 t�N EF T \ / �' J V I 1 ( / �^ " 1 V : 'at I I " , - STORM MANHOLE ' GROUND LIGHT 14 RIM 234.90 / i' /- / J / /� / n, I \ �_ '+ 1 l � , "1y . . o IE IN 8"(E) = 225.34 4s / / / / / 1 \\ \\� \ ,! "1 1 1 �` ` ' f yF' R II - W - - UNDERGROUND WATER LINE wv IE OUT 12"(N) = 225.75 / _ -I WATER VALVE IE OUT 12"(W) = 225.54 i/ / /- / ( ,' max, t , p t . I 1 - T - UNDER GROUND TELEPHONE LINES Da 4 - DECIDUOUS TREE v O 90 / i I / �� \ i /�/� /L._. } I I f I ! r h.. Mk t5' .r t tl"5: .4C1 1t< .SS:,{1141L y'.. l}, •�, 1 _ 1 15 STORM MANHOLE: SS- SANITARY SEWER LINE ® WATER METER 9 9 RIM ELEV. = 257.29' I.E. IN NE = 248.11' (3( CMP) ) / /� / / / / ouTLEf / / I/ 1111 / y� ' : , h� ,\ t , y;' fi k c I!I - P - - UNDERGROUND ELECTRIC UNES FIRE HYDRANT ��//vim/\� - CONIFEROUS TREE I.E. OUT SW = 247.79' 30" CMP / / , I f 12'PVC ar.yt_a , , ,U * J 1S� l Y ` IE=217.0 J/ ' i.' / II N. .d -u .a ya Q... 't .,.+t�l ��C "'-v'ui i 16 STORM MANHOLE: (CATCH BASIN RATE) / ' _ / / 1 }} 1 \PT }Lkw I -OHW- - OVERHEAD POWER LINES STREET LIGHT EXPIRES: 12/31/2014 RIM ELEV. = 252.65' I.E. IN NE = 249.19' (12" PVC) ( ' . r / SDMH 72"DIA --' / // - _ - \ \ \ \ \ \ n SD- - STORM SEWER LINE SIGN - SHRUB I.E. IN NE = 244.64' 30" CMP _ / I \ \ ' ( ) 2 .. / W.O.MH W/7 CARTRIDGES / y // 2 // /% I ( , • �\\\ '.` I.E. IN E = 246.41' (18" PVC) I / RIM 233.7 _ _ i % / I \ _ - O UTILITY POLE I.E. OUT SW = 244.35' 30' CMP IE OUT 12' 220.00 / / -- ' 5� / %/ / z r / \\\ , 5 X CHAIN LINK OR HARE FENCE - ( ) � / (E)_ / ry , / 1 I � f :, �\ RIP-RAP \ -� - --- / / / / / / I \ ' GUY ANCHOR IE IN 12'(E)-222.30 � �J ,� � �� / / i / I ,f / / / o- - WOODEN FENCE 19 STORM CATCH BASIN: I 11 IE IN 12(M-220.30 / / _ 3'STUBBED TO NORTH - (n RIM ELEV. = 07.37:' J, - AND CAPPED i ' -/ /' 6 /I / '7 / / I.E. INS = 207.37 10" PVC n' f I/ � _ � / / ! / / � % � Z I.E. IN E = 207.44' 15" PVC / - _ I.E. INN = 208.44' (10" PVC v �I! l l / -�il� i/ EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING COgCRETE I 0 I.E. OUT W = 207.44 (15" PVC) 2 STORM CATCH BASIN: J( � _ a :• RIM ELEV. = 212.82' / - } y T - J � ? s�' Z I.E. OUT N 208.00' (12' PVC) _ / / / / / 7 / I / /f �u , of Fi._, ti ,,`• O 21 STORM CATCH BASIN: i /'�// //// ' I I! I! I�I i I _ s x, ":: r ��.,�:_44, ' ^.i�,•;':. !', RIM ELEV. = 214.35' / 0 3 I.E. INN = 209.60' 4" PVC I I ' J / / // ! I I w I.E. IN W 209.6' Q (15P PVC) I I I ' / / %% / /,/ �! i i II 1 I UTILITY OCATION NO ES N / 1 I II I GASUNE INF ATION WAS DERIVED FROM PAINT LOCATES X I I 1 Y THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AND AS-BUIL DRAWINGS PROVIDED BY NORTHWEST NATURAL W 2© STORM CATCH BASIN: / / I J LOCATE PAINT MARKINGS TIED IN THE FIELD SURVEY AND GAS. U RIM ELEV. = 216.18' BENCHMARK INFORMATION / �/ / I I AS-BUILT DRAWINGS. THIS SURVEY MAKES NO GUARANTEES I.E. IN E = 211.60' 12" PVC 5�} / \ WATERLINE INtl1ORMATION WAS DERIVED FROM PAINT LOCATES I.E. IN N = 212.05' (10" PVC) I _ I CITY OF TIGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET ' 14/ // /%� / /i \l I SUCH UTILITIES ENGTHE NAREA.UTHE UNDERGROUND COMPRISE MAY AND AS-BUILT DRAWINGS PROVIDED BY TUALATIN VALLEY M I.E. IN N = 213.72' �4" PVC) 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT / / N / NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, I WATER DISTRI T. 00 I.E. OUT W - 211.35 (15" PVC) THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S.W. I I / / / / / / BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE r� I HAMPTON STREET. / �/ / �� / / 53 4 INFORMATION AVAILABLE. STORM INFOR ATION SHOWN IS DERIVED FROM PAINT LOCATES, j 2❑ STORM CATCH BASIN: I I I / -// / / / / I / FIELD TIES AND AS-BUILT DRAWINGS PROVIDED BY THE CITY v1 RIM ELEV. = 227.08' / / 1 + OF TIGARD P BLIC WORKS DEPARTMENT. W w I.E. OUT N = 221.88' (12" PVC) / - / / 1 ! ILLI ! _ 25 STORM CATCH BASIN: - // '/ // // /I I If II! SANITARY SE R INFORMATION SHOWN IS DERIVED FROM N ❑ HOU -l / % 1 / PAINT LOCA S. FIELD TIES AND AS-BUILT DRAWINGS lx RIM ELEV. = 252.14' / ,/ / / I PROVIDED 8 THE CITY OF TIGARD PUBUC WORKS W O O I.E. IN N = 250.71' (4" PVC) ALL UTILITY INFORMATION SHOULD BE FIELD VERIFIED BEFORE i // ` - - - / // r / DEPARTMENT ¢ 1 I.E. IN E = 250.56' 4" PVCI DIGGING. MUCH UTILITY INFORMATION WAS "UNKNOWN" TO I I // { / I % I.E. OUTS 249.24 (10" PVC) THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT. // , - ALL OTHER TILITIES SHOWN ARE DERIVED FROM PAINT Z Z mI I =i / / ' GAS PIPE NE/ i I _ . - LOCATES ON Y. W : N I 3® I.E. IN SOUTHWEST - 249.86' (30" CMP.) I % / ��/-B 428 Ea // W ¢ \ /' OK 8 P c 5 / s � SA OTES TOPOGRAPHIC NOTES _ (,) O a- to 46 STORM MANHOLE: /1/�i 020 0 ❑ -O/lw� // // / / I tkSa `', 3Q SANITARY MANHOLE: �/ 'W Y C-4 RIM ELEV. = 211.38' I onw / / /i RIM ELEV. = 211.82' 1-6 NOT USED /Y O N I.E. IN NE = 206.90' (12" ADS) I % I55 1 '' LE. INN = 199.83' 8' PVC) V Q O x I.E. IN E = 205.19' 815 PVC) ELMHURSTST r� '3 �' oHw-� ` `'-� - M I.E. IN NW 206.90 (10' AM)) /fc N { r I.E. IN S = 199.95' (8" PVC) I.E. IN 199.83' 8" PVC O I.E. IN N = 205.44' !!12 PVC) - , 1" , 7 LOCATION BY AS-BUILT DRAWINGS ONLY Q p 1 1 - LE. OUT W = 199.80' (8" PVC) O � (') L.l 00 I.E. OUT W - 204.99 (15" PVC) - _ �` - 000 47 STORM MANHOLE: \ / / 05 SANITARY MANHOLE: t�g UNDERGROUND UTIUTY VAULT Q ~ O RIM ELEV. 213.84' ` RIM ELEV. = 227.70' I.E. OUT S = 202.83' (12" CONC) I 14 �- I.E. IN E = 217.20' (8" PVC) O NOT USED W 3 AD STIR I.E. OUT W = 216.91' Y. } X 15' WATER PIPELINE IEA ENT AS PER (8" PVC) 10 NOT USED 48 STORM CATCH BASIN: EASEMENT A PER I 30' ROAD & STREET BOOK 420 PAGE 241, © SANITARY MANHOLE: RIM ELEV. = 212.02' BOOK 361 PAGE 674 EASEMENT AS PER 0 (wj1 ❑ I.E. OUT SE = 209.82' (10" AOS) I BOOK 539 PAGE 213 (BOOK 420 PAGE 243 �'`� RIM ELEV. = 250.03' ) 11 WATER SERVICE MANHOLE O¢ m 49 STORM MANHOLE: I& BOOK 515 PAGE 415 / I.E. OUT W 234.25' �8(SPVC) Ooa RIM ELEV. = 210.72' S2 STORM ��I1ANHOLE FLOW CONTROL: 55 STORM MANHOLE: 57 STORM MANHOLE: © STORM MANHOLE: BAR IS ONE INCH ON PLOT DATE: N I.E. N = 202.83' (24" CONC) I RIM V. = 254..03' RIM ELEV. = 261.47' RIM ELEV. = 213.50' RIM ELEV. = 218.50' 10 SANITARY MANHOLE: 12 NOT USED 1 � NNN �^ O ORIGINAL DRAWING ri�� I.E. I S = 249.50' 115" PVC) I.E. IN S = 253.08' 15" PVC I.E. IN E = 206.23' 148"x33" CMP) I.E. IN E = 212.50' 130" CONIC) S . ' RIM ELEV. = 211.10' 13 MANHOLE (VERIZON) nL0 ,•w(n 50 STORM MANHOLE: I.E. OUT W = 245.60 (6" PVC) I.E. IN E = 253.08' (15" PVC I.E. OUT W = 206.23 (30" CONIC) I.E. OUT W = 212.40 30" CONIC) 4/ I.E. IN S = 200.90' 8 PVC) 0 � 1" 1/10/14 ^NwU RIM ELEV. = 250.31' I.E. 0 T NE = 248.54' (4" PVC) I.E. OUT N = 251.58' (48" PVC) I.E. OUT S = 212.00' (10" PVC) I.E. OUT N = 200.681 (8" PVC) oo I I.E. IN E = 245.06' 165 PVC) I 5® STORM MANHOLE: 63 STORM MANHOLE: DESIGNED BY: CHECKED BY: I.E. IN S = 244.51' 15' PVC) RIM ELEV. = 214.71' 61 STORM MANHOLE: RIM ELEV. = 247.40' AA BDL �003r�ri I.E. OUT N a. 244.31' (15" PVC) STORM MANHOLE: 56 STORM MANHOLE: _ MNNwOp RIM V. = 257.69' RIM ELEV. = 261.19' I.E. IN W 20207.9013(30' CONIC) IRIM E. IN EV= 211�50'O 10 PVC I.E. IN W =3237.6513(3000CONC) �\\oQ0 51 STORMELLLAV. 6251 106' I.E. I E = 250.89' (15" PVC) I.E. OUT W 25253.1951(15PVPVC) I.E. OUT W = 211.601 (10" PVC) JOB NUMBER \\z I I.E. IN S = 247.90' 14" PVC) I.E. 0 T N = 250.69' (15" PVC) I.E. OUT N = 251.99' (48" PVC) 59 STORM MANHOLE: 62 64 STORM MANHOLE: aut�¢x I.E. OUT W = 245.60 (6 PVC) ❑ STORM MANHOLE: RIM ELEV. = 248.92' EXISTING CONDITIONS 13833 w&i I.E. IN E = 210.80' 30" CONC) RIM ELEV. = 230.50' I.E. IN NE = 242.21' 30" CONC) mgmaJ I.E. OUT W = 210.601 (30' CONC) I.E. IN E = 222.50' 130" CONIC) I.E. IN S = 240.75' Q5" PVC) o so' 100' DWG NAME: ZFHZL, I.E. OUT W = 222.40 (30' CONC) I.E. OUT NW = 240.41 (30' CONC) 13833 - C1.1 EX Mom w>oww C1 .1 -J<J(n� SHEET t�vla__71,x w H Q 4 4, V Is Az� ° ° -SW DARTHMOUTH ST. 25+00D5� SS -'�----" SS ° 4 ° 4 ° ° ° ° v 26+00 SS ° S -----27++00 Q v ° ° < '4 . ° ° ° v 4 v ° v v SS ' 28+00 SS a S 29+0o 4 SS ° 4° 4 . v 4 v d ° v. 4v SS - ° 4 II v 4- 4 4 a ° 4 ° II ^ g 4 4 ° ° wo 4 4 4 Q v. 4 ° wv 4 4 - - - - - - - - — - - a. 4 -497 G _.RETAINING WALL — — _ ° m z 4 1L O ._ ... ' / sm. s ! 1 STANDARD EX RETAINING WALL / QOr :t u :.• 08Oa� 8Og VERTICAL 1 ` oCURB (T1P) BUILDING B - µ 1 — 8,150 SQ FT ;., R=1.0' 1 •.; ;• . I:;;=� �..-• • MEDICAL OFFICE - 4,075 U) RETAIL - 4 7 ' 1 SAWCUT 1' FROM Q 4 ; T (n 075 I .. I S , � • � . EDGE R=8.0` R 2.0' ✓�r ",/ c>.,�i" 18.5• _ r� i .- rn : to 1 ,'.:,:. /'. ...:::•' v� MATO I ':i C/) M M c 1 { v vv v RETAINING WALLS � 31.4' 8'0 n CUR - - o m v O I�1r s d : a V V V V - : of O N ] (O : qq y a0 1 - I- Ha 3c ' , 3c N o : 11 1I _ � I � I 1 .... i I �I i QI VVVV L - :-1 fiF�7_ - - - LI LI a _ - TTLn r r1 - k,� i 1 1 11 1 kt.r .+ -I - F ITT --1 I t - - — -�_�, rt _ I _I- .: .� stx ' £r c" ;II y � : � C � + I II� It�l � ; TI , + fi _ 1 QOM —_ d ° U R=a.O :_ I I: x , ._; \9` NGINE 1- r „ 1 r' WHEEL STOP INSTALL 't R-2 0' 1 f 3 _ I — SD SD` ias �s II �c, 14,7 a WHERE SHOWN (TYP) I' „n I ,...: . ; R=2.0' , : .,..:.. EXISTING ` rt MATCH EX. N u R=1.o ! PARKINGNet 1" ° GRAVEL PATH e ��. 9 Y y ❑ 8.5' rte. �, Fw A •:1 ® I 1 F3 ! 11 mg g ' EXPIRES: 12/31/2014 , TRASH ENCLOSURE � 0 0 0 SD m A. 1 EXISTING SD o SAWCUT 1' FROM SD -� �•�• �. f�� f�- t EDGE (T(P) 1 Z r WAY ° ' }l I 0 Q 0 5.01 8.5' 8.0' _ ¢] 8.0' l d Ld II � F- 04 I-IMTS OF WORK I EMO B vi x _I � — � C) PHASE 11 ON-SITE o o o 1 4' N I I I' III _ I - - - _ I � _ -F __ _ _ _ w III I I i7 : L � I� � } I1 i irrl Trl . tL 1=111 �: Ittl I ftl I� 1 � � fI I + D � o 0 t, 1- ..t II + h - c ,+ -+- 1--1+ i��- i - t+ I� k { � � 'r�r� �' , M y.. tr j I 1 STRUCTURAL SOIL O M x SEE LANDSCAPE + OQ N j Ip ARCHITECTURAL PLAN + L wa 1 7 � / = a 1 r T` 1I ¢ uj ;- �, _ -�: mss•-. J SHE wLLI — u LAJ Q r � r W cn I / OSS 1.1- ui 00 I T� 03 1 F I o I ao�} ' I III u x QNLi a m — — — — — — — — — — — — — — — — — — — — — — — — BAR IS ONE INCH ON PLOT DATE: + I III ORIGINAL DRAWING no _wU M ••NF' ISITE PLAN � 01 '� 1/10/14 00 W U DESIGNED BY: CHECKED BY: "2r1:�rkf I a00 04 \ 00 AAR BDL /coo0 30' 60, JOB NUMBER I x 13833 www:w DWG NAME: M:2ma- <F= -ZG 138/'33 - C2.0 SITE woujw 2.0 _j<-j o SHEET 11 E<na=)x DEVELOPER RED ROCK BUSINESS ASSOCIATES, LLC PLANS SEDIMENT 23077 SW NEWLAND RD. OSIONAND C WILSONVILLE, OR., 97070 503 348-2237 PLANNING / ENGINEERING / STANDARD EROSION AND SEDIMENT RATIlONALESTATEMENT SURVEYING FIRM } CONTROL PLAN DRAWING NOTES' A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRAC77CES (BMP) LIP71ONS BASED ON DEO's GUIDANCE MANUAL PACE ENGINEERS, INC. 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE BELOW LISTED BMP's CONTACT: ANDREW REITER, P.E., P.L.S. SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.c.ii.(2)) WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFE077WLY MANAGE ER057ON PREWJV77ON AND SEDIMENT 5000 MEADOWS ROAD, SUITE 345 x�- �; I '1 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.a.i.) CONTROL FOR THIS PROJECT BASED DN SPEGFTC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC LAKE OSWEGO, OR 97035 ��- - __� 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS CONSTRA/NT5� ACCESSIBILITY TO THE SI TE AND OTHER RELATED CONDI TONS, AS THE PRD,EC T PROGRESSES AND THERE PHONE: 503-597-3222 ,v ' ~'s .:.;.Y:r -'• R " " THE OWNER/OPERATORS RESPON981UTY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES IS A NEED TO REVISE THE ESC PLAN, AN AC7701V PLAN WILL BE SUBMITTED. r w • 3 FAX: 503-597-7655 -'.: OF THE YEAR. (SCH A.7.b.) t , ,. � �• '� � r ��.•,•.': r• ` 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT BASINS, TRAPS, AND BARRIERS (SCH A 8.c.i.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. INITIAL a NARRATIVE DESCRIPTIONS p?^ 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.bJii.(1)) 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF PROJECT LOCATION > EXISTING SITE CONDITIONS 1 �' I, EXPOSED AREAS IS ESTABLISHED. (SCH A Tb.iii.(2)) L' 12625 SW 70TH AVE 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT * UNDEVELOPED PARCEL DRAINING TO ENHANCED WETLAND AND THEN INTO / - a 1. ALL TIMES DURING CONSTRUCTION. (SCH A 7.d.i) TIGARD, OR CULVERT CROSSING UNDER SW 72ND AVE. ��i� �_/ 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONSTRUCTION, INCLUDING WASHINGTON COUNTY, OREGON 97005 ' - PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH i� I A 8.c.i1.(3)) LATITUDE = 45' 25' 58.88" N, LONGITUDE = 122' 44' 59.69° W DEVELOPED CONDITIONS �� j� !• `" WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. -ate' I (SCH A 7.D.11.(3)) * COMMERCIAL BUILDING SITE AND ACCOMPANYING PARKING I - - . ;;s; I I }/ 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE PROPERTY DESCRIPTION: IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE TAX LOTS 3000 & 3100 OF TAX MAP 2S1WO1AB WM, WASHINGTON COUNTY, OREGON PHASE III NATURE OF CONSTRUCTION ACTIVITY I I '/�� ' :lij ` WATERS. (SCH A 7.E.11.(2)) } & ESTIMATED TIME TABLE I I ' 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, I REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, m z * OFFSITE MITIGATION HITEON CREEK (2007) COMPLETE - )' 'I _ A @gk i TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.) ; y EROSION CONTROL AND CLEARING (JUNE - JULY 2013) _ _ _ _ W a? * �-- . 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE _ * GRADING (JULY 2013) 1 � ` - AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND BMP MATRIX FOR CONSTRUCTION PHASES * UTILITY INSTALLATION (JULY - AUGUST 2013) WASTE HANDLING ACTIVITIES. (SCH A 7.E.1. (2)) fz- Lo CD * FINAL STABILIZATION AND CLEAN UP (OCTOBER 2013) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED o = d BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE � 3 o cN.i ` m o SITE MAP SEDIMENT MUST IM CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN-STREAM REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF ` 0 0) TOTAL DISTURBED AREA = 0.82 ACRES CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON w a) W � : gym DEPARTMENT OF STATE LANDS. (SCH A 9.8.1.) AVAILABLE BMPS. < ;Eo c; co SITE SOIL CLASSIFICATION: 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY o ;� � NOT TO SCALE SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.13.11.) MASS UTILITY STREET FINAL WETWEATHER � � Q U o. 45B&C WOODBURN SILT LOAMZ 68% TYPE C, COVE SILTY CLAY 17.5% AND 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S (OCT. 1 - HUBERLY SILT LOAM 14.5 %fid TYPE D GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO CLEARING GRADING I INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) PR SURFACE WATERS. (SCH A 9.8.111.) EROSION PREVENTION N/A GINE ON-SITE SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. ALL FILL 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE PRESERVE NATURAL VEGETATION X �� 14,7 (BASEROCK) MATERIAL SHALL BE IMPORTED GRANULAR FILL. HEIGHT. (SCH A 9.C.1.) 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH GROUND COVER X X 95W HYDRAULIC APPLICATIONS X RECEIVING WATER BODIES: ABOVE GROUND HEIGHT. (SCH A 9.C.11.) ON 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A PLASTIC SHEETINGX ° 9.C.111.) MATTING RED ROCK CREEK a 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTYDUST CONTROL X X X x Q W A. SW BAY LOR ST I� PERCENT. (SCH A.9.C.IV.) TEMPORARY/PERMANENT SEEDING X X \ L20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLEFOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN BUFFER ZONE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) L) EXPIRES: 12/31/2014 SW CLINTON ST (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OTHER: DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SEDIMENT CONTROL rf' PERMITTEE'S SITE INSPECTOR: SITE SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM SEDIMENT FENCE (PERIMETER) " x X X X N c'4 PACE ENGINEERS, INC. SW DAN Si MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D.) SEDIMENT FENCE (INTERIOR) 5000 MEADOWS ROAD, SUITE 345 21. WATER OR USE A SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN W LAKE OSWEGO, OR 97035 CITY OF TIGARD SOIL (SCH A 7.8.11.) STRAW WATTLES PH 503-597-3222 WASHINGTON COUNTY e 22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMPS. (SCH A 7.D.11.(1)) _ FX 503-597-7655 OREGON poz, 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES N o ANDREW REITER, PE, PLS SWELMHURSTST OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A.) FILTER BERM Ld I andyr@paceengrs.com 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE INLET PROTECTION •' X X x x X PE, 30YRS EC PLAN PREPARATION, WORK. (SCH A 8.C.1.(6)) DEWATERING > �� FIELD INSPECTION AND PERMIT 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.C.1(7)) O COMPLIANCE _ 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.IQ) SEDIMENT TRAP U O 3 a 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS OTHER: N y ti FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(D)) RUN OFF CONTROL OO v w Ld INSPECTION FREQUENCY 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED CONSTRUCTION ENTRANCE •'X X x X SW SEVELAND ST N (n O AREAS. (SCH A &C.111.(1)) PIPE SLOPE DRAIN I SITE CONDITION MINIMUM FREQUENCY " 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, X X X INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(2)) OUTLET PROTECTION I N „ __ SW HAMPTON ST 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, SURFACE ROUGHENING X r� Q 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(3)) CHECK DAMS n' INCLUDING RUNOFF FROM SNOWMENT m > IS OCCURRING. OTHER: vii (7n 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND VICINITY MAP LOCAL AGENCY-SPECIFIC EROSION POLLUTION PREVENTION w INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN PROPER SIGNAGE X X x X x = I OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY NOT TO SCALE CONTROL NOTES' HAZWASTE MGMT X X x X X MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO SEAVING THE SITE. SPILL KIT ON-SITE X x x X x vtoo 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL CONCRETE WASHOUT AREA x x 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. OTHER: Z O THAN SEVEN (7) CONSECUTIVE V 9 N CALENDAR DAYS 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING UMITS, VEGETATED BUFFERS, LLj AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DEUNEATED IN THE FIELD. DURING THE W �O � 00 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE Y THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND Y 5 TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE V 6 = 0 cl1 DOWNSTREAM LOCATION DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL O �Q ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. a U 0 Ld I 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL _ c HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE F_ o INCLUDES THE EC INSPECTOR. MAINTAINED FOR THE DURATION OF THE PROJECT. W r 1 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE Sheet List Table 1200C x ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. w REQUIREMENTS. Sheet C7 (A 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY Sheet Title OCLM m INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). Number BAR IS ONE INCH ON PLOT DATE: > REQUIREMENTS. 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY ORIGINAL DRAWING ` ix M cn TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, C3.0 1200C COVER SHEET ON-SITE O (•• 1/10/14 M ••N� I CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE 00 In ci0 FORM OF AN ACTION PLAN. ROADWAY, OR OTHER PROPERTIES. C3.1 EXISTING CONDITIONS & PHASING PLAN DESIGNED BY: CHECKED BY: jv)o�� ATTENTION EXCAVATORS: 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. ON-SITE AAR BDL rONolW� OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL C3.2 PRE-EROSION CONDITION ON-SITE NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 JOB NUMBER oo APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC 13833 I THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM C3.3 GRADING & EROSION CONTROL ON-SITE ax THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. L •• THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT C3.4 EROSION CONTROL DETAILS ON-SITE wwwgW COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE DWG NAME: mmm< 13833 - C3.0 EC aFFzc OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. C3.5 EROSION CONTROL DETAILS ON-SITE z PLAN. w<��w 503-246-6699. 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. C3.0 Oww SHEET JQJ1nx a1na=3x w H 0 I ` O_ 14l I I /// N 13 � '� 3 � LLI „ s ' SW DARTMOUTH STREET 19 � 9 I 39 /�/ 21 22 - 13 BM #14 a ,� 15 16 y\ \ ..: \a .. .. ''Ia � "f/< e "/. e �/ ° ] / '��T w3 t'� p 3• � p.`iz' Ljr - 4s \ 3 t.- SS -.- /",e. //. d / ," // / .a d / Q. / d . /a. / ./ </ e/ /e',• _ P P P r ..tit• ::u tSS �dT�6 \. ` d \ \ \ \^ \e 1 .. � f' d aW�. . All\. ty�d g. . d .� vd y v) \ Y . , \ Illtllllt� 1. - , H. s 4 :w.� PHASE III 16 - STORM SEWER NOTES ;,Y I ! / 7 Ss /�// 6 /r' 7 j r /' I + ; /CONf1 UCT l t II \ i OFF-SITE ROAD WIDENING I 5 o S ❑1 STORM MANHOLE: xi 1 /� / / I I 111 LIMhTS OF W4R / t ! I r r ati/APElys>NDARTMouIHST. 60' DIA MH 1 9 u;; / r �_ FLOW CONTROL I+ I / �� (, �r - - /� � � / ]� �a of � � � � 7 cN RIM 234.60 I+ / I / � � l l l 1 ! 11 r Ir �A �2�. � � � � � \ 7 7 4 S o �i'M � IE IN 12"(N) = 225.05 III HASE I1 IE IN 12"(E) = 225.05 I+ I �/ I I P A E,�II / I 1 j/1rr r r w s! ! 7 I ' g y m E 2 tm IE IN 4" (N) - 228.00 VENT I� COMPLETED `� I 1 r I tk rr: _ - I THIS WORK UNDER a O �„� in c IE IN 6" (NE) - 225.05 PERF I IJ - / CJIRREFIf P aF / / I! I I/ ~ r t 1 ? SEPARATE PERT o a) o IE OUT 12"= 224.85 I I I // 1 / / // // i u i IITiTi[[EI93 31 = - 1 I I `I WITH CITY OF TIGARD Lo d 'c U n INSTALL 4" VENT PIPE FROM TOP I I / / / ( / CON TRUION / / / <v I r l I '" ` / t` 1 I s' St ��' " @„ � °i I " 'r TOPOGRA HIC LEGEND OF CHAMBER INTO MH I I 1 1 ` + I / / J / / / / / 1 r 1 r r r My r / ll` ! ` tj�``„ I ,t, I aY / } �1 / / , / / / r r r P SE.N ,ty o-, yi+ 4 . „111111 �rtit� � (' yI �} t ,,, Y 2 +�I F' / / "41 4. ty�f�ti��ft, 'i„' til ']�`, ISyni';a �`.+�� 'rt�1i �� 7,(p� :.- I -Tv- - UNDERGROUND TELEVISION LINES Q - SANITARY MANHOLE Q - MAIL BOX t1�0 PROFF 2 STORM MANHOLE: + -/ / / / / / ! I11I11! tm / / uy ht ,r,; dltl S k t C� ❑ I I -�•` / -/ / / / / / t / COMPLETED 5" tt[1 � wx' t It f\ ��I,' / s !` (UNL�SS NOTED OTHER SE) c�`� NGINFF �t n ti�ll W } W I / It, / ! r / 1 I I f I 11 Itr �t .5'styt 1�1t ' i1lt�j 1plu O ') y� / /` ` I - G - - UNDERGROUND GAS UNE - T \ �C R48'IM DIA MH W/ 4" DEEP SUMP I / / / / ( f mt t y t t• r yt / - GROUND LIGHT �? RIM = 234.90 1 ' ' \� /� / / f l I I I I 1 \ rI ® STORM MANHOLE � IE IN 8"(E) = 225.34 = v / / / i' / / / / / 1 \\ \�\ \ ] x *. y 1 t` ( - W - UNDERGROUND WATER UNE wv IE OUT 12"(N) = 225.75 �.. I 49 / ��/ / / / / / \\1 Ir 1 ` / 1 le� H n , - _I I / / � I - T - UNDER GROUND TELEPHONE ONES DQ - DECIDUOUS TREE 0 IE OUT 12"(Y✓) = 225.54 W / - ( r . / I : �0,j " tires WATER VALVE Cb 15 STORM MANHOLE: ; / / / / / rl " }' / /� � " r x " SS- - SANITARY SEWER LINE ® WATER METER RIM ELEV. = 257.29' °.1. -- / (�t/t k , i F Q . / / / / / / /r 1 I 1W�,t'.V t`11� i a 't li ,�" F , ,{ �y , A'y , / I� U, A LE. IN NE = 248.11 (30" CMP) � / / � /�/ // / / OUTLET _ � / / // r 1 r I / )1*, ; yy 'a �'t 't a � , t';�\-, �� (1'�l1dY�/S . i,}u.g /. � � x !I I - P - - UNDERGROUND ELECTRIC LINES � FIRE HYDRANT - CONIFEROUS TREE Q IN A• P I.E. OUT SW = 247.79 (30" CMP) �` ' e �. / / ) J I IE PVC 2:15 - * \ F. �= IE=217.0 J./ , / // // I 1 1 r I k,'i �I /, t ,ni ,qi P, ' '. ,3 Syl'} K ,ti r„,. m>\ h. #. 16 STORM MANHOLE: CATCH BASIN GRATE) /� '' s" '� � Q/ /r / J ! ` �� y 'jj+�+ i., ,iliirri ` `�`. � I -OHI- OVERHEAD POWER LINES � STREET LIGHT EXPIRES; 12131/2014 RIM ELEV. = 252.65' f+ � IIII I�LLII.IJI �}111111.}ItNI71 111k!!'d/film � f s`. j . ' CV ryJl�hi : � // I.E. IN NE = 249.19' (12" PVC) l , SOMH 72'DIA - / / \ - > 1 \ \ / I �\ \\ \ nz SD- - STORM SEWER LINE SIGN - SHRUB I.E. IN NE = 244.64' (30" CMP) ` /� W.O.MH W/7 CARTRIDGES V / / 2 / .'L3 / / + r I \\ I.E. IN E = 246.41' (18" PVC) I / RIM 233.7 --�� i��/ // // / �/ // i I !'- / J �\ -> I -X- - CHAIN LINK OR HARE FENCE -0UTILITY POLE I.E. OUT SW = 244.35' (30" CMP) IE OUT 12"(E)=220.00 J•250 _/ / / --/ // / // /1 (I / �\\ /> 1 3 GUY ANCHOR - RIP-RAP co) \ IE IN 17(E)=222.30 _ / ��/// t / / I- / )l / I o - WOODEN FENCE 19 STORM CATCH BASIN: vI 111 IE IN 12' �� i��/�11Vr/ // �� Ill /�/ /� RIM ELEV. = 213.19' I _ _ 3'STUBBEDTONORTH - / I (n I.E. IN S = 207.37' 10" PVC) 1'1 AND CAPPED / �, _ -FUfULIE / // / / // i / // / Z I.E. INE = 207.44' 15" PVC)) / / = f! / I.E. IN N = 208.44' 10" PVC �+ f /' �� - =\v// �/ r 1r� ��I / �/ -� EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE I J I.E. OUT W = 207.44 (15" PVC) LIMITS OF WORK ��5 � // 20 STORM CATCH BASIN: 3 JI - - - - - - / �� - / / //�/' / l / l�T x 5 / ::''x u,ti }•. �.. Z .y. / / � f rix• ,.}� ft_� / / / 1! I/ �"�9j y.:r1+r. .t ::,:.. RIM ELEV. = 212.82' T/G J"� Y / J I t m Y++ "• :�:` 3 I.E. OUT N = 208.00' (12" PVC) WETLAND /� / / /I / / / w z / 1/ III s^-�.•`-,�•^'`�y,� � Q CO 21 STORM CATCH BASIN: i I // / I ! N U5 RIM ELEV. = 214.35' RESERVE I l i/ /�/ / / /�// �! ' 11 r I I I " zm = I.E. IN N - 209.60' (4".PVC) I // }. / / r r UTILITY OCAl10N NO ES 11 I.E. INE 209.65' C15" PVC) r � I d I.E. OUT W = 209.60 (15" PVC) I I / / /// / I + 1 I GASUNE INF ATION WAS DERIVED FROM PAINT LOCATES X Ad �/ \ \ I I I I I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AND AS-BUIL DRAWINGS PROVIDED BY NORTHWEST NATURAL w tj 22 STORM CATCH BASIN: / / / I I /1 LOCATE PAINT MARKINGS TIED IN THE FIELD SURVEY AND GAS. U RIM ELEV. = 216.18' BENCHMARK INFORMATION / // / I l AS-BUILT DRAWINGS. THIS SURVEY MAKES NO GUARANTEES I I.E. IN E = 211.60' (12" PVC) / / / \�\ \I I THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ALL I WATERLINE INIIORMATION WAS DERIVED FROM PAINT LOCATES I.E. INN = 212.05' �10" PVC) I I CITY OF RGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET / / / \ ` I SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES MAY AND AS-BUILT DRAWINGS PROVIDED BY TUALATIN VALLEY M I.E. IN N = 213.72' 4" PVC) 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT / / / / {� // NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, / f / WATER DIS T. M I.E. OUT W = 211.35 (15" PVC) THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S.W. I / / / / / a0 I / / / / �' // BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE HAMPTON STREET. / / / / / 4 I INFORMATION AVAILABLE. STORM INFOR AT10N SHOWN IS DERIVED FROM PAINT LOCATES, h24 STRIMM LEV. BASIN:88' (12" PVC) I I I � '' /'/ PHASE 11/// I/ I 1 II I OFIt TIGARD P TIES "BLCSWORILT DRAWINGS KS DEPARTMENT. BY THE CITY _ 1 w .1 SANITARY SE R INFORMATION SHOWN IS DERIVED FROM (=j) 2© STORM CATCH BASIN: HONE FUTURE / // I / I PAINT LOCA S. FIELD TIES AND AS-BUILT DRAWINGS Cc / RIM ELEV. = 252.14' 1 / ,/(_j / / / / // 1 PROVIDED B THE CITY OF TIGARD PUBLIC WORKS W I.E. INN = 250.71' 4" PVC ALL UTILITY INFORMATION SHOULD BE FIELD VERIFIED BEFORE / //� / /' / r I DEPARTMENT ¢ ; DIGGING. MUCH UTILITY INFORMATION WAS "UNKNOWN" TO / y tl / U I.E. IN E = 250.56' 4" PVC I I // THE CITY OF TIGRD PUBLIC WORKS DEPARTMENT. I.E. OUT S = 249.24 (10" PVC) // / - �+ \� � � / I ALL OTHER TIUl1ES SHOWN RE DERIVED FROM PAINT Z 0 _ / / - B p I I / / // LOCATES ON Y. W C U, U) 39 I.E. IN SOUTHWEST - 249.86' 30" CMP. ��/� +�)/ _ � �/ /// / / I/ s A{$` - r � ri) -SA OTES TOPOGRAPHIC NOTES - (� - w CL rn 46 STORM MANHOLE: I -o))w� / \ ra // // / / I ® �F s ./:I , � KT� 3O SANITARY MANHOLE: �/ (n 0 � � �I T^" s""i RIM ELEV - 211.82' 1-6 NOT USED i RIM ELEV. = 211.38' "- w , ' 27. / . l - Y N I.E. IN NE = 206.90' (12" ADS) _ + 55 :' `\` 7` 4 _ I.E. IN N = 199.83' ' PVC) O Q �. I.E. IN E 199.83' PVCx LE. INE = 205.,9' S,5" PVG, SW ELMHURST STREET , 4t)s °� _ J �88. _ ice.) I.E. IN NW - 206.90 (10' ADS) - =-•s- -. =.� -w \ I.E. IN S = 199.95' 8" PVC; o I I.E. INN = 205.44' 512" PVC) - \}: /. � '� ` l ' ( ) O LOCATION BY AS-BUILT DRAWINGS ONLY //�� w a0 I.E. OUT W = 204.99 (15' PVC) / a 't a / I.E. OUT W = 199.80 8" PVC Li. a Q pMp 47 STORM MANHOLE: \ / �f - / /� �// Q SANITARY MANHOLE: Og UNDERGROUND UTILITY VAULT Q FZ 1 0 RIM ELEV. = 213.84' t / ;..:. �, .y / RIM ELEV. = 227.70' I.E. OUT S = 202.83' 12" CONIC) •�--`.. I.E. INE = 217.7.7 S8" PVC) O NOT USED WM ( ! \ iJ :• I.E. OUT W = 7.20' (8" PVC) I.I. I EA WATER PIPELINE 30' ROAD EET x ® STORM CATCH BASIN: EASEMENT AS PER I 30' ROAD & STREET (EASEMENT AS PER 10 NOT USED BOOK 420 PAGE 241, rt ©SANITARY MANHOLE: 0 I.E.I. OUTIM VSE 27 09 82' (10" ADS) BOOK 361 PAGE 674 I EASEMENT AS PER RIM ELEV. = 250.03' BOOK 539 PAGE 213 BOOK 420 PAGE 243 -x I.E. INE = 234.25' 8 PVC) 11 WATER SERVICE MANHOLE m¢ ¢ 49 STORM MANHOLE: & BOOK 515 PAGE 415 5 " co g m RIM ELEV. - 210.72' 52 STORM ANHOLE FLOW CONTROL: 55 STORM MANHOLE: 57 STORM MANHOLE: 60 STORM MANHOLE: I.E. OUT W = 233.81 (8" PVC) ACL I.E. N = 202.83' 24" CONIC _ 2 12 NOT USED BR IS ONE INCH ON PLOT DATE: ( ) RIM V. - 254..03' RIM ELEV. = 261.47' RIM ELEV. = 213.50' RIM ELEV. = 218.50' 10 SANITARY MANHOLE: W ORIGINAL DRAWING N4 0 ❑ I.E. I S = 249.50' �15" PVC) I.E. IN = 253.08' 15" PVC I.E. INE = 206.23' (48"x33" CMP) I.E. INE = 212.50' ty30" CONIC) RIM ELEV. = 211.10' 13 MANHOLE (VERIZON) 50 STORM MANHOLE: I.E. OUT W = 245.60 (6" PVC) I.E. IN = 253.08' �15" PVC I.E. OUT W = 206.23' (30" CONIC) I.E. OUT W = 212.40 30" CONIC) I.E. IN S = 200.90' 8 PVC) 00 1" 1/10/14 M 00 N� 1 RIM ELEV. = 250.31' " 00 WU I.E. 0 T NE = 248.54' (4" PVC) I.E. OUT N = 251.58' (48" PVC) I.E. OUT S = 212.00' 10" PVC) I.E. OUT N = 200.68 (8 PVC) DESIGNED BY: CHECKED BY: � ) a �Q2 I I.E. IN E = 245.06' (15 PVC) I 58 STORM MANHOLE: 63 STORM MANHOLE: I.E. INS = 244.51' (15" PVC) RIM ELEV. = 214.71' 61 STORM MANHOLE: RIM ELEV. = 247.40' %003 53 STORM MANHOLE: 56 STORM MANHOLE: I.E. INE = 208.00' 30"-GONG) RIM ELEV. = 219.00' I.E. IN E = 237.75' 30" CONIC) MNN r"T I.E. OUT N = 244.31' (15" PVC) ❑ ❑ AAR BDL RIM E V. = 257.69' RIM ELEV. = 53.39'' I.E. OUT W = 207.90 (30' CONC) I.E. IN E = 211.50' 10" PVC) I.E. OUT W = 237.65 (30" CONIC) �0 Qp 51 STORM VAULT 6251.06' I.E. I E 250.89' (a5" PVC) I.E. OUT W 25253.1957(15: PVC) I.E. OUT W = 211.60` (10" PVC) JOB NUMBER �� I I.E. INS = 245.' S4" PVC) I.E. 0 T N - 250.69' (15" PVC) I.E. OUT N - 251.99' (48" PVC) 59 STORM MANELEV. = 214.83' 62 STORM MANHOLE: 64 STORM ELEV.HOL24892' EXISTING CONDITIONS & PHASING PLAN 13833 a:�¢x I.E. OUT W = 7.90'0 (6 PVC) - ❑ wl/7 I.E. IN E = 210"80' 30" CONIC) RIM ELEV. = 230.50' I.E. IN NE = 242.21' 30" CONIC) gmggw I.E. OUT W = 210.60` (30' CONIC) I.E. IN E = 222.50' �30" CONC) I.E. IN S = 240.75' Q5" PVC) 0 50, too' DWG NAME: QHFZL, I.E. OUT W - 222.40 (30' CONC) I.E. OUT NW = 240.41 (30' CONC) 13833 - C3.1 PHASING Z pww SHEET C3.1 -¢J(no L�tna=)x , I• F F o I SW DARTMOUTH STREET INLET PROTECTION I x + \ \ SEE 3/C3.3 — � \ SS \j SS \/ °a\ S d / ld/Q SSd —ESS —l v d d v n — - SS f — SS i'./° . d vvI ° d S S8x. 3 CULVERT d d 1/ \l I ° n 1 1 1 1 \ \ \ \ 1 1 ` °� q \ 1 1 \ �. I a \ \ : \ c 1 a aW 1 IOW W \ 3 w� "a �, 1 1 a 1 1 p ` . 1 t 1. \ 1 1 1 �. \ o „^ 1—,-Wim- - W W 1 0 1\4 \ \ \ \ 1 1 I 1 E \., . Wei W ��\�\\ ' \ \ I —r — =.•�. --�- —..._ ��. . / _ ` .. /• .'.. } , ._ . 1 .. . / / I / I � \ 1 / 1 �y, I �,1+4� I,K��;�.. � / - .. J � JI - 111 OUTLET RED ROCK CREEK I I I I € ' / 11 // 1 f l / l j 1 I I j 1 I U) LL1 I i I k . I + 1 J I /1 lI I £ UAl . u') � �n TI COI�USTRUCTJON /% ca Q I t q I o m \ / / ENTRANCE I I - : a Z fill / SEE )./C3.3 / / / J 1 J 1 � =_I / / ';� ' / 1 �' i� � � 3 0� C.4 I 1 + / I 'i _ o or / / / / / / / I 1 I / 1 th c 3 m f 1 =;?ti, e g o "' : can yc vi SED (BENT FENCE �n > / (D a i$ 2/CJ3 // f I ! II 1 I 1 I // I, 3 �,ti / < � /f „° _ / x I c� a I k,ia.•3, � �\ i /// � '/ // / I / , 1 1 r r 1 ' v / �\ / // /! � // / J / N l I 1 I \\\ I I '- - �s , = l "� •;.y� -4 �' _ �' �;;� ' _ '` f; � / d.^'.,,��..ICI��e�� I / �p PROF ! l •" / I / � ^ / ''/ l / / 1 \ \ I \ � �=�/ - . '� � -' \ �x � / /�, ru ;�I �, I1 � 14.7 (<G EXPIRES: 12/31/2014 O�RAI4GE CONSTRUCTION .'Lti5 �/ / // o /EXISTING 12" OUTLET ' '� a II /' , FENCING UNDISTURBED AREA Z F TAX LOT _-� // / / IOF WCC JrIT� in / / I / // / / / J I I / / 1 \\\ _ \ 0 2S701AB TL 101 ___ / EXISTING STOCK / / I \ \ / ` �\ Z PILE AREA a OU N SEDIMENT FENCE - SEE 2/C3.3 Zx + LE PER DETAIL ON SHEET C3.5 ti JI O a /i / w M I TV : \Ii/LL] �' — l / / I // / — // / / // 1 O Ir I -�Ir r / / _ a �J 1�f1 i ORANGE CONSTRUCTION ///tIV — + G _ / '/ I !- �lJ �/ / I / W M x FENCING / _ / /' // / r _ /_ _ �- �� W I --fes— i � �00 �� j a- q87 UNDISTURBED AREA M I PRELIMINARY EROSION CONTROL PLAN U N0 30' 60' M IL GRADING AND EROSION CONTROL LEGEND W / x EROSION AND SEDIMENT CONTROL: PRE- CONSTRUCTION, CLEARING AND DEMOLITION NOTES: Z z Li THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. SILT FENCE INSTALLED DURING W = C7 "WET WETHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, CONSTRUCTION U Of i m AND MY 31STUJ o J GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND Y O v APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION*NOTE: PRE—DEVELOPED RUN—OFF SHEET FLOWS WESTERLY INTO RED ROCK CREEK AND ACTIVITIES. CONSTRUCTION FENCE 48' ORANGE V Q I THROUGH A 24" AND 30" CULVERT UNDER SW 72nd AVENUE. OR APPROVED EQUAL w2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS OUTLET PROTECTION CL Of CONSTRUCTION MANAGEMENT PLAN: CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW o WATTLES, OR OTHER APPROVED MATERIALS. AREA OF INLET PROTECTION 0 I THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 35 CFS CAPACITY CHANNEL FOR W x THE DRAINAGE DITCH . DISRUPTION OF CHANNEL FOR LIMITED 11ME DURING CONSTRUCTION 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND ALLOWED ONLY PER CONSTRUCTION MANAGEMENT PLAN FOR LIMITED TIME WHILE WORK RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE (n CREWS ARE ON SITE CONSTRUCTING CHANNEL DIVERSIONS. THE FOLLOWING PROPOSED CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY ------XX ------- EXISTING 1 FT CONTOURS orn� m CONSTRUCTION MANAGEMENT PLAN IS PROVIDED FOR APPROVAL. CONTRACTOR WILL VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR _ _ - XX _ _ — EXISTING 5 FT CONTOURS �0- > FOLLOW OR PROPOSE ALTERNATIVE FOR APPROVAL BEYOND THE CONSTRUCTION BARRIER. 00 CONSTRUCTION ENTRANCE BAR IS ONE INCH ON PLOT DATE: 04'4 K ORIGINAL DRAWING M`... ..W(n 1. INSTALL PRELIMINARY EROSION CONTROL PRIOR TO GENERAL SITE MOBILIZATION 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 214 PROPOSED 1 FT CONTOURS G 1' 1/10/14 a0°0`�wv 2. EXCAVATE, INSTALL AND RIPRAP OUTFALL BASIN CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL �� I 3. INSTALL MAIN LINE PIPE TO UPPER MANHOLE. MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, DESIGNED BY: CHECKED BY: �N3� 4. CONNECT MAINLINE PIPE TO UPPER MANHOLE AFTER APPROVAL BY CITY MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE 215— r') PROPOSED 5 FT CONTOURS AAR BDL aoo cO 5. CONNECT 70TH PIPE TO UPPER MANHOLE DURATION OF THE PROJECT. /\\ZoI 6. EXCAVATE AND FILL ABANDONED STREAM CHANNEL. HYDROSEED DISTURBED AREA ® SWALE PROTECTION, BIOBAG OR JOB NUMBER a.- < 7. GRADE MITIGATION AREAS PER MITIGATION PLAN SPECIFICATION. STOCKPILE 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ® WADDLES FLOW DIRECTION 13833 wo DESIGNATED TOPSOIL BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF wwwMw CONTROL MEASURES INCLUDE: SLOPE DRAINS WITH OUTLET PROTECTION , CHECK / <�p¢� 8. REPLACE TOPSOIL IN WETLAND AREAS, INSTALL MITIGATION PLANTINGS HYDROSEED ( ) / / TEMPORARY SLOPE STABILIZATION DWG NAME: z L_ REMAINING DISTURBED AREAS. DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. // // / MEASURES 13833 - C3.2 PRE EC.dwg w>pww mcand�x SHEET C3.2 22+76 ,231.00-\ 2 ' \.i .i-e\•;•.�_'� a dS 25+ 0$° S ! _ d- Q -a d Sgg 27+00 SS 0 0 4 rt d �dS 29+00 9+00 4 d a a SaS INLET PROTECTION °v ° ° ° d A W aSES 3 G3.3 RETfING Vf . ge aROPOSETYP WYW v < W 1 Y - ' Z PROPOSED fes: r UNDERGROUND o ROP SED • II Yy -/ "h DETENION OUTFALL BIO BAGS R / v PROPOSED RETAINING WALLS W ; tru Z I , I r_ vvvv FILL I ■ - � _ W w Y SEDIMENT FENCE L 0 SEE 2/C3.4 N r,�,•: - , � _ -- ' r _ .. „ PROPOSED (n - - ,.' SUMPED MANHOLE OUND D 'TEN ON P - - , -EXITING :UNDERGR TI _�. -g � �n g, v„� I r-�. cn ch �+ - _ E PF� S it r _o 5 :Lt - OO 'I t` 1t� -2 0 o EIVa i I Ew - • I Ye.- i'1 pts .•l.'�r _ �! � �y .V c s I 1 IICD co cn -Cal CL Lip CLg ma.EXISTING BUMPED .= • r " / / EXISTING AN. OLE PER RHA / i II ; WQ MANHOLE ry y < x i•: / II F /DISCHARGE CHANNEL PER PHASE If 14,7 � � ^• - '� = � - -- �: � I �� N� fF FOR SITE DEVELOPMENT. 3: it � `` 9 II ' ORANGE CONSTRUCTION FENCE IL I TO DELINEATE LIMITS OF ON TE CONSTRUCTION - ' - 235 II CON - v II I ; 4'X2'X1�' T / I Fw A pts\ Il I ENTRANCE _ ' TOP SOIL. '/ ' ' I CONTRACTOR'S EMPLOYEE Q SEE 1/C3.3 230' - I ' PARKING 0 �` _ s I 12131/2014 AREA - LIMITS OF moil ur CONSTRUCTIONCOVE R STOCK G r• :- -- ST PILE II :wl PLASTIC SHEETING -I � ry F - PER DETAIL ON SHEET C3 5 1FUEUN G / i II AREA ALTERNATE _-_ I Z 'Till - - _ CONCRETE - - Is ' it (' WASHOUT Z (n NOTE: O Lu DISTURBED AREAS OUTSIDE OF MITIGATION PLANTING PLAN ARE TO BE o SEEDED WITH SPECIFIED SEED MIX. PLANT SEED DURING THE MONTH 0 D w THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY OF SEPTEMBER. PRIOR TO OCT 1ST. Q Z WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES GRADING AND EROSION CONTROL PLAN GRADING AND EROSION CONTROL LEGEND w a NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. 0 30' 60' 0 MZ DIRECTION OF DRAINAGE FLOW ® CONCRETE WASH OUT 0 GRADING STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: I c.� M 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 00 rn OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. SILT FENCE INSTALLED DURING CONSTRUCTION TEMPORARY CULVERT A. DWARF GRASS MIX (MIN. 100 LB./AC.) ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, � (n STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. " w 2. CREEPING RED FESCUE (20% BY WEIGHT) CONSTRUCTION FENCE 48 ORANGE IIx OR APPROVED EQUAL j B. STANDARD HEIGHT GRASS MIX (MIN. 1OOLB./AC.) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGHW 0 1. ANNUAL RYEGRASS (40% BY WEIGHT) THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET EROSION AND SEDIMENT CONTROL OUTLET PROTECTION U 2. TURF-TYPE FESCUE (60% BY WEIGHT) PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED Z _ O AS NEEDED. BMP IMPLEMENTATION. AREA OF INLET PROTECTION LIJ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE (,� Ld t�`'il SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT a CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, W O = OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION PRIOR TO Y CL BEDDING AND REDUCES RUN-OFF VELOCITY. SEDIMENT AND SEDIMENT-LADEN WATER. -----•XX •------ EXISTING 1 FT CONTOURS Y COMMENCEMENT OF CONSTRUCTION ACTIVITIES. U Q 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE -----XX ----- EXISTING 5 FT CONTOURS O = ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND CONSTRUCTION ENTRANCE � o oAPPROVED MIX AND APPLICATION RATE. ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO 214 PROPOSED 1 FT CONTOURS H' 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 0 EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTSEWN SI PITS 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO 215 PROPOSED 5 FT CONTOURS We x OTHER APPROVED MEASURES. MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. ORIGINAL GROUND AFTER COMPLETION OF WORK. _ 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION WADDLSWALEES PROTECTION, BIOBAG OR oa 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE ® WADDLES o�m AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS Ina- BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS UP AND DISPOSED IN THE TRASH. SHOWN ON THESE PLANS. BAR IS ONE INCH N PLOT DATE: ORIGINAL DRAWING e irn REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. M iV Nr' / O t" 1/10/14 Md,�w 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL voy / MEAS�RESY SLOPE STABILIZATION DESIGNED BY: CHECKED BY: INTO THE STORM WATER SYSTEM. BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. / TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR AAR BDL MNNW MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED ao MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. JOB NUMBER CONTROL MEASURES. 13833 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING wwwwW 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE ACTIVITIES. DWG NAME: �m2a-j MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, MATERIALS TO THE STORM WATER SYSTEM. 13833 - C3.3 GRADING EC ZF1=zm PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. w<oww SHEET C3.3 -J< SHEET �v�a�x W F Q w O (eL MAY BE USED SHORT TERM [4: z W/ UTILITY WORK AND W/ O U r p} ANGLE FILTER FABRIC w z NM - PHASING OF DEVELOPMENT a Q O '`,E,�� Sa• I FENCE TO ASSURE SOIL IS TRAPPED n -� A O 0 -•: ••,• •, 0 x O fy' :•J�.'`' �:• •' it g Q a U OR ,•. .••••• -A'':¢ � FLOW Oto0<0 RADIUS 25' MIN. ►. m�►' .• -- o xINTERLOCKED vtCLEAN PR RUN OR 3'- 6" CLEAN ROCK 2"x 2" POSTS PLAN VIEW m O1- a I6 AND ATTACH V w Q w o •• vi ww zoz a w NTS 60" AREA DRAIN o J w m SUBGRADE fLEINFORCEM(M • �< U 3 w z a o GEOTEXDLE, AS REQUIRED t CATCH BASIN W Q W vwi -,g ¢a? - S' MIN. USE STITCHED LOOPS N< w o DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: �, �� a F�' Z '20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. FLOW Jw <� to i. BURY BOTTOM OF FILTER FABRIC 6" GRAVEL CONSTRUCTION I VERTICALLY BELOW FINISHED GRADE ~ vi z wo www w � ENTRANCE CURB RAMP I I p 2. 2'x 2' FIR. PINE OR STEEL t Q a w r tt iv I FENCE POSTS. O a O_ 0 _ PAVEMENT I 3. POSTS TO BE INSTALLED ON .'� aa°r BOTTa+ OW r Z z a a a UPHILL SIDE OF SLOPE. '• O - I I- o o a o\ R > z� O W v ' r m C7 m •/µ / v t .s'l +r'"�"':mss'_� "`•=+'K•'•. "lT" 4. TRENCH. BOTH SIDES OF FILTER FABRIC :i U Q �d w Z W w < oa Q Dom •. !LI i '• •�, w 3 UD Q� m0 w U0 rc www _ Z Y Z w 5. PANELS MUST BE PLACED • w o to O. tY- tL z o a vi v o • / r f -� . ,: PROFILE DETAIL NO.9 0ACCORDING TO 5PACMIG ON Zr ¢ m t-ta j zF wa'='4¢ DITCH INLET PLAN VIEW J Wel z 0z ow Maowa 5 ::...: NTS zz > U? O �wawo • Z Of N U -*W>ww a: NOTES: o zam�anwa 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 6" overlap of bags. I-< L) m a 5"z N m 3 a SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN " % NOTES: w x o w o w a o a (n 2. WHEN NECESSARY, WHEELSOUT OF ANY MEASURES mSHALL TO B PCEDIMENT.LEANED PRIOR TO ENTRANCE ONI'0 PUBLIC RIGHT-OF- WAY, i° I I 3I6T WIDE ROLLR FABRIC SATERIAL 1- ADDITIONAL MEASURES MUST BE ao O o aami=a 3. WHEN WASHING IS REWIRED, R SHALL BE GONE ON AN AREA STABILIZED WITH CRUSHED STONE iv CONSIDERED DEPENDING ON SOIL U q 0 3 a v v< to N �+ TYPES. to p l O u a z m w w o tto tU THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. o I y m O O a a c a m O w Yri to GO = 4- WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION t Z w wQ z U Z - m x? o 0,< 1. FlLTERAING SEM MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED `t w �Q w w i i,w z 0 w z A 2 BIO-FILTER BAGS SHOULD BE jm c� w v�oau STAKED WHERE APPLICABLE USING O w o u na 1 o z to tm 5. DIMENSIONS io -i U) a.--t� oaw 7U) Ci t� SINGLE FAMILY I II II (2) 1"x2"WOODEN STAKES OR z Q O ' aoi0k Wom toMoCD 20' LONG BY 20' WIDE On DEEP OF 3'� MINUS CLEAN ROCK. APPROVED EQUAL PER BAG. w �wwa _ COMMERCIAL B'MAXIMUM SPACING FOR FURTHER INFORMATION S tY Z x w o m u U o a N Oe 50' LONG BY 2D' WIDE 3-6" CLEAN ROCK, ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION Q - w-5 x z w p w C) _ O_ FOR FURTHER INFORMATION - CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE x w O�"m w-t m - COVERNINC AUTHORITY MAY REWIRE GEOTEXIILE FABRIC TO ON DESIGN CRITERIA SEE Q w Q www D<ra oe o O N PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER o Ji m m a w N CO E AND SEDIMENT CONTROL SERVICES EROSION PREVENTION Q w _ 3 o N SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL in 3 w o 0 v V AND SEDIMENT CONTROL OVERLAPPED BY 6". PLANNING MID DESIGN MANUAL C5 N N z� n'� a'H w N 3 Ca PLANNING AND DESIGN MANUAL M : N c CONSTRUCTION ENTRANCE INLET PROTECTION ascc Clean%O�Services SEDIMENT FENCE Clean%O�Services TYP E 4 aeanWO Services WATER QUALITY S W A L E (leanWab Services to J ri U Detail Drowing 855 REVISED 12-06 Our commitment ie clear. DRAWING NO. 875 REVISED 12-06 •ax commitment is clew. DRAWING NO. 915 REVISED 12-M Oax eommitment is clear. DRAWING NO. 700 REVISED 12-06 Ogr eommilmaet v elan. �(rp PRO' F ►VGI N EF W 14,7 8 �o e ry 23.1 �Q EXPIRES: 1 2/3112 01 4 RIPRAP: Protected • ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. Natural Area no not elmtmrle moll or weatmlion. \�\\/\\// \\//\\//\\ `\/ Y•=- /\\//\\//\\//\\/ 0 0 •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. ralm mrow plmctm Mor gooney. •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. -rv....a ••a�m��•••m•• \ \ 6 \ \ 6• \ RIPRAP INSTALLATION: dD•1W� Sergi" LONGITUDINAL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL $ Z J •,,,,,eg ANCHOR TRENCH "O _ • EXCAVATE BELOW FINISH GRADE TO DEPTH 8 DIMENSIONS SHOWN ON APPROVED PLANS. �-�"•� -+ - U Q 3 • INSTALL WOVEN GEOTEXTILE FABRIC. .y -► z � W Z O •PLACE RIP RAP TO FINISH GRADE. yc 0 SIAKE AT INTERVALS 3'-.5' -- O p 12'X18'SIGNS SHALL BE PLACED INA MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE .1`% W AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE = ENDS OF BAGS Of BEOINNING OF PATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE �' OVERLAP 6'ryplCAL LLJ M • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: ABLE 7O ENTER AREA. 1 U CLASS CLASS CLASS CLASS CLASS 1 50 too 200 700 2000 P 09�0M - NTS PLAN VIEW h PERCENT MWEIGHT OF ROCK (LBS) (BY WEIGHT) 50-30 100.60 200.140 700-SOD 2000.1400 20 N/ 30-15 60.25 140.80 500.200 1400-700 30 �� / CHECK SLOT AT 25' INTERVALS F-• 15-2 25-2 B0-8 200-20 700.40 40 W 2-0 2.0 B-0 20.0 40A 10 Protected P ,/\\\ ISOMETRIC VIEW I I II I BroFILTER BAG W Natural Area I- j .... ....r.a...•..__._ �, Z Z W tlmtvatnFSe<vm 5 W 0 Q �O�eWY,IrA ,//////// // �`z /////j� /\///\/ W PROFILE W^, o U Ta o 0Q 4'X4'SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT O Z^ w SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR NOTE: M 1:21 VEGETATED CDRRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. NOS: 1. BIO BAGS ONLY REQUIRED WHEN a: wDISCHARGING SEDIMENT LADEN WATER.. ON DESIGN CRITERIA SEE 1. CHECK SLOTS TO BE CONSTRUCTED FOR FURTHER INFORMATION PER MANUFACTURERS SPECIE/CA770N5. 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER Q 1 2. STAKING OR STAPLINC LAYOUT PER WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION W OL >_ A4NUFACTURERS SPEC/F7CAnONS 1"x 2" WOOD STAKES OR APPROVED PUNNING AND DESAND SEDIMENT GN MANUAL. cc d' xC1 ntr:: axirnm W a EQUAL PER BAG. � 2 in OUTLET PROTECTION o a N RIP RAP D E I A I L S MATTING CHANNEL INSTALLATION RIP RAP Clean%O Services VEGETATED CORRIDOR G7eanWabert�`Sclear. s r7 QeanWa�rServices BAR IS ONE INCH ON PLOT DAIS: Oar commitment is clear. •or commitment is clew. •tu commitment is clear. rn N SIGNAGE CleanWater SernCPS DRAWING N0. 800 REVISED 12-06 Detail Drawing 820 REVISED 12-06 ORIGINAL DRAWING M O ..w X - - 4F.>.5_li 06 Oar commitment is clear. 0 - 1" I.T ..NWS DRAVANG N0. r90 �aG wlh DESIGNED BY: CHECKED BY: to C14 AAR BDL jSZxZO JOB NUMBER \�z 1 IL to�a x 13833 L:iLLicimcN mm�a�•I DWG NAME: aFF=ZFL 13833 - C3.4 ECDTL z LtJ W W~p W W SHEET C3.4 JQJV70_ m Vl O_D> I SEE LIJ M \ Q M FOR FURTHER INFORMATION -li ON DESIGN CRITERIA SEE 1'MIN. FOR FURTHER INFORMATION BE INSTALLED 5 SHOULD CHAPTER 4 OF CLEAN WATER INTERCEPTOR DIKE ON DESIGN CRITERIA SEE BEI STALLED l2`•R77CALLY �%.� + SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER DOWNSLOPE. AND SEDIMENT CONTROL SERVICES EROSION PREVENTION STAIR STEPPING CUT SLOPES j SO RA�Ar -V AF-f PLANNING AND DESIGN MANUAL. UNDISTURBED AND SEDIMENT CONTROL K VEGETATION PLANNING AND DESIGN MANUAL. CMP OR HDPE APPROPRIATELY ��t'+�;s- FLARED END DEBRIS FROM SLOPE SIZED FOR EXPECTED FLOW OR EE. ABOVE IS CAUGHT ECj \ BY STEPS SCOUR HOLE '..w. .i� t•" "rte".: I—I I 6 / / / / ' ,:..r:• ..,�,�...,• _.. �: ,: _111111 0 _ -: :;:.: ANCHOR AT 5'CENTERS. Of �r I (—I,I I� ' /\/\ > ..z ' iI t�—w"—�" —I III=1 �' "// Dt \ —II 10 CULTIVATE SOIL TO CREATE FURROWS ... III—I I ..,,�.,`.••'•. /� PERPENDICULAR TO SLOPE '-'I I� WATER, SOIL,AND PS. PLANTS ARE HELD BY STEPS. PLANTS VIII-11 I ON THE STTEPs m ESTABLISHEDOMIN. 4 VERLAP f SEDIMENT FENCE ONLY — — REQUIRED WHEN DISCHARGING — — .—L— II SEDIMENT LADEN WATER. TEMPORARY Q = —1-1 \/ < SLOPE DRAIN ' ' ' ' / 611 SEDIMENT FENCE. UNDISTURBEDIs 1 112 VEGETATION GROOVING SLOPES _ FLOW ISWAALLECEProR IJ ( i I + �� -V * \� ~STAPLESto Kn � � I Ln ISOMETRIC VIEW \ \//\\/ 1 In Kyo 11-11 I l 1 \,\ 4 : — —° I I-1 I 1=1 I I �� : — I ( I I TYPICAL SLOPE I "'.°' 3 'co c3 L` "? c — II II USE DOZER TRACKS TO CREATE GROOVES =1 — SOIL STABILIZATION \\ \\ \ • •+ .°''a •o r` EXISTING GRADE PERPENDICULAR TO SLOPE — 1 / / ' a "- ; Cl- EXISTING I /,//,/ — . BD �- __ y 1 I I NOTES. \ BERM��\\.\\�\2, 3 o N ca E �3D 1' III—I 11— ti 1. SLOPE SURFACE SFL4LL BE FREE OF ROCKS, //�// '/ '/ '/ o rnc� .? 8 gp 0 313CLODS, STICKS AND GROSS. MATS/BLANKETS w 3 rn c II I�I I I \ SNALL HAVE GOOD SOIL CONTACT. NOT TO SCALE a o O c U)a _ i _ 2. APPLY PERMANENT SEED/NG BEFORE PLACING p 8"MIN. �c�, 3" BLANKETS. CD J. LAY BLANKETS LOOSELY AND STAKE OR CD � CL : U n GROOVING IS CUTTING FURROWS —)I —I I STAPLE TO MALNTALN OLRECT CONTACT WI7H THE 1'MIN. ALONG THE CONTOUR OF A III—III I FOR FURTHER INFORMATION Iii' SLOPE. IRREGULARITIES IN THE SOIL. DO NOT STRETCH. II--1I �\ ON DESIGN CRITERIA SEE i SOIL SURFACE REDUCE RUNOFF I I— I I� 11— 4. STAK/NG OR STAPLING LAYOUT PER a`p PROF CHAPTER 4 OF CLEAN WATER VELOCITY. PROMOTE INFILTRATION, MANUFAC7ZIRERS SPECIRCA7JONS. SERVICES EROSION PREVENTION i AND LINE. FERTILIZER, AND — 1—III-1 1—III—III m �CO �aGINEF SCOUR HOLE DETAIL-TOP VIEW AND SEDIMENT CONTROL SCOUR HOLE DETA -FRONT VIEW PLANNING AND DESIGN MANUAL. ' O FtE: BSP 14,7 8 PIPE SLOPE DRAIN SURFACE ROUGHENING SURFACE ROUGHENING STAIR STEPPING GROOVING SLOPES MATTING SLOPE INSTALLATION 90 cws a�Iw �s a�dilw�rseivlC�S aeanWaber Services 9y 23 Our commitm t it elm. CAT TRACKING Our c�tt�t V elm. Ov eomm bwmt is elver. ow commit.mt it elcu. DRAWING NO. 815 REVISED 12-06 DRAWING NO. 830 REVISED 12-06 DRAWING NO. 835 REVISED 12-06 DRAWING NO. 805 REVISED 12-06 EXPIRES: 12/31/2014 FOR FURTHER INFORMATION FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WEER SERVICES EROSION PREVENTION / ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE /� _ F?' GRIPER 4 OF CLEAN WATER SERVICES EROSION PREVENTIONUN`��''t tti A AND SEDIMENT CONTROL _ j j /� J p PLANNING AND DESIGN MANUAL. e•:•:"a;'s _ / PLANNING AND DESIGN MANUAL ANNINNT CONTROL Q yl•d'X9Ml t�Ji"k� 1 �M OUTLET TOE / (%I � �ti�q+s�...r>k+L �.� : �z- 70E OF SLOPE z N N wooD STAKE U J c"IX 6^ PLACE WATTLES ALONG SLOPE CONTOURS. Z Q x — --------- --___-_-_-_--- PROFILE O W m 2' SUBGRADE GEOTEXTILE KO 2"-4" ROCK) :'•a: ; "::'' w°.: / 5r [) Ld o .� •„ ROCK WITH MAX. SIZE, 6". ,•^,mom tii�,�. . -v \ '. "r MINIMUM iY OVERLAP X �k IIti OF SEAMS. FILTER BERM RICE,COCONUT OR EXCELSIOR W ES I;. ::�+oy,• •�.s'y•. 1.-•.t .v ' BRUSH BARRIER I'1 Q ROCK CHECK DAM � ' 1= %�'"''4` M DO iii=^•r` - DRAPE FILTER FABRIC OVER ' 00 to . . = STAGGER :. - BRUSH AND SECURE IN •.+•+.• �.� (� TRENCH (4"X4"MIN.) WITH \ sf"' / 0_ JOINTS COMPACTED NATIVE BACKFILL '•k• +':.•''�♦.`.'. W ..rte` . • +F •••'• .'e `.'. +'r W U ON \ .K'.:' '•''' W QCIO2 ° STAKING SPACING 4'O.C. .`FL. • ` •'• '•`♦ +•. r Z W UJ W •'`"Iv`•:d i?�yf:;• FLOW ° FLOW FLOW \ �1 DOWNHILL �•• i / 1 W (A V1 ",•°'` r f— �— ':v`�- EDGE OF V = m L B Y- .• 2 ° :..+ FILTER FABRIC O WITH STAKES. \/ Q J \ �.r.7'o�•,o,l��' .�1 0 ° �� SANDBAGS OR BARRIER REQUIRED TOE OF SLOPE. i Y > \\ \ `�,','�:•'',•c ° ° EQUIVALENT. U Q O U 1 D �— ° TIGHTLY ABUT ADJACENT WATTLES. MIN. 5' TO 15' WIDE BRUSN �3'-5'MIN.HEIGHT. PLASTIC SHEETING 0 = CE 0_ U L = THE DISTANCE SUCH THAT POINTS 2 BARRIER WITH MAX. 8" M A AND 8 ARE OF EQUAL ELEVATION DIAMETER WOODY DEBRIS. LL 1 l'SUMP OPTIONAL ° ° ° of 10, NOTES: 1 0 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. PLAN VIEW 2. BARRIER REQUIRED ® TOE OF STOCK PILE. W/� X N1.OIES•DIRECT THE OUTLET SIDE OF THE ROCK FILTER 3. COVERING MAINTAINED TIGHTLY IN PLACE cc L+ SPACING BETWEEN CHECK DAMS NOTES: BERMIDAMS ONTO A STABILIZED AREA.SUCH AS BY USING SANDBAGS OR TIRES ON ROPES WITH A W FOR FURTHER INFORMATION UT1 1. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE VEGETATION AND OR ROCK FOR FURTHER INFORMATION MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. GN TERIA SEE O=p_ m c. 1'X IT WOODEN STAKE"' CHAPTER 4 OF CLEAN WATER 2.EMBED A MIN.OF 4-INTO THE EXISTING GROUNDIEMBANKMEN7. CHAP CHAPTER 4 OFCLEANWATER HI L SIDE OF STAKES MAY BE EP SLOPE ON BAR IS ONE INCH ON PLOT DATE: p M O_ b. SERVICES EROSION PREVENTION 3.USE 3:1 OR FLATTER SIDE SLOPES. > DOWNHILL SIDE OF WATRES, ON STEEP SLOPE OR AND SEDIMENT CONTROL WITHIN THE SAFETY CLEAR ZONE.USE 6:1 OR FLATTER SIOE SLOPES. SERVICES EROSION PREVENTION O AND SEDIMENT CONTROL 1 0' HIGHLY EROSIVE IN ACCORDANCE WITH DETAIL 940. PLANNING AND DESIGN MANUAL. roLl DESIGN 1CHECKED BY: HT �p I FILTER BERMS CHECK DAM WATTLES "'NNW ROCK aeanMU r Servim aeanWAerr Services ROCK/BRUSH aeanW�r Services PLASTIC SHEETING aean�r �� AAR BOL 0 0 DRAWING NO. 840 REVISED 12-06 Our commidmmtIscleats. DRAN9NG NO. 880 REVISED 12-06 Oareemmitmeetisclass. DRAWING NO. 890 REVISED 12-06 Our eommiteteetisolar. DRAWING NO. 810 REVISED 12-06 Our commitmoetisdoor. JOB NUMBER \\Z XI 13833 wMw DWG NAME: M:2mQJ zl=F-zE 13833 - C3.5 UJ W u- LJ>OWW SHEET C3.5 JQJVID-' I�Kno_�x k 0 I SW DARTMOUTH STREET I NN \ T T— \— \Z\ — _ — ----_ / p . q / T N 11 a ; ° ( / 1 p / �— / p /l p / 4 l�p ° ISS 1 . 2s+oo�S �-- SS -- S ° / / / / / l i l (! p 1. ql ! z \ _ a v - 26+00 . 1 SS i a / S ��_ 27+00 4 1 i 1 q ( o \ q \A \ \ \ \ \ 4 \ \ II \ q ` \ 1- Fnw ° 1\1 ° �\ ° VI a \\\ \`\ \\` \\p 1 1\ 11 q 11 4 \\ 11 0 _ \ d\ W 47 4 �-T --1 v 1 W 1 d \ A \ II 11 q 11 11 11 1 1�\ . 4 p \1a ` \\ p \\ �\ a. 1 W �. a W ` 11 W 1 W\ \ \ \ wv .a \ \ ° 1 l I I I > OhmF — io c off = id ; BUILD-I�1GrB _ 'MEDICAL SQ/PT i I ' MEDICAL OFFICE - 4,075/ ' q �; RETAIL - ,075va -� / r �p r t in J d U d <_ p PROF r / •� 2 v v� / / { I r 1 � 14,7 \otw'. /I FF 22.25 // INN I' I `"O� Cb Q IJ \ / JI \r EXPIRES: 12/91/2014 Ld Lr O / 23 J f O F- ¢ �— , r 5 � SD U X Li U1 ¢ / J/ // , // // ' // /v / -V /� :,/1 'Codp55 .F]�E9MC. xCs +' ., ✓ .. - G.` / LLI Ld ' LIMITS OF WORK W i � f D cO� -_ - • . - r < coPHASE III ON— SITE v of Iil{il Z z i O X , I•{ { �III�. LlJ e WWLLI - �_ 1 1 ¢ i - _ LuO U , / /' /' I I I O cr v / / I I �. w d - 1 '/ �'/ /'/ ' �� '' / I II 1 H Of � x Li 11 � , BAR IS ONE INCH ON PLOT DATE: pn > ORIGINAL DRAWING n7 o t" 1/10/14 n04Ct'k-1 I DESIGNED BY: CHECKED BY: 00�*Itt� PHASE II GRADING PLAN BDL AARNM " aJOB NUM BER /�� Z .-<X 13833 www2W DWG NAME: mmga- 13833 - C4.0 GRADING ¢FFZL, w>pww SHEET C4.0 J QJ(n 0_' 1�V70_�X w 0 �L p zi p p I S I� S s1�7 / {'4 V .d / II / / l Q , d -- -�. - - 2a> S �- SSS 26+00 a / p SS { /' ' r r 4 I/ /'l 14 �TI 4 Q \ d \ T- .- -1�---a �-f ( 1_ d � II ',- •27+ Q, % 4 1 S� -i za+oo a ( IS a a \p p II 4 p1-d k ,' -�-�-- -T- a ,� J I ap \ \ \ d \4 V ' ; \p , , 4 \ \ - '\' p\ \ +V 1 . 1' `1 W. dV 1� \ \ \ a \� p \ 4 \ ' II \ �\ \ \ 4 1 , p . - \ \ . '\ d 4 �- p \\ ' W \: N/ W �I \\ W \ ' W\ \ wv 'p 1� '1 4, \\ \\ \I\ b � . 215.8. It /. BW 216.87'.' BW 219.21: t BW 225.05. BW 225.67, BW 222.01: ' '�.b •.` '.;:'. ..:.. ..L`. / r _ f / v t: ..TW 226.63 TW 228.04 / ; TW 228.61 / - =.%.. . (1 ,1 iV. t / _ TW 227.42 TW 228.00 1 / I / TW 2152 �L vv t: / / Ski' / TC 227.55 - t / / - I TW 227.85 / / o 0 of TC 228.35 { , FG 227.05 BW 218.37 ' TW 226.95 BUILDI"NG - II / 1 TC 228.19 { LOWER RETAINING WALL 8 1�0 Tc zz _ SQ, I, HAS BEEN PARTIALLY TW 216.62 i CONSTRUCTED. ;w.= y MEDICAL' OFFICE - 4,075•x/ (� -� COMPLETE ALL WALLS RETAIL - 4 075 1 ' , /j WITH THIS PHASE. w;* r.;,: ,.. TW 229.00 t - - Fc zz9.o7 : _ „ TW 225.97 1 BW 226.14 1' - ' - f MATCH EX ( + a IV 1 FG 217.51/ ti . ,�r,,�r ! I i n -1 I I I� I:. f � . . l T n II r ` 228.22Tc zzs.oa� -�I w - ry • - '-`� .v^•'' v BW 225.61 TC 228.90 t TC 229.00 ! ( .+ iX a •� �i 1 I I I O p c 1 // / •_~ ^` vYvv�v / /' �C 228.96 1 II TC 230.23' -- --- V� TW 218J9 . �vl TW 229.00 1 MATCH EX - _ - _ o v v Cc M FG 228.51 m - 1� ` / �- BW 224.74 { /iii I I f 1 1 L 1 1 0 cm - 1 / / '.N,. " FF/229.25 ,` FG 228.51 I / �+ TC 230 50 3 0`m 1 �7W 224.42 s ,z �' \'�Y ! 1 {' / r f 1 / BW 218.65 x-„ �. �� TW 229.05 ( / 7C 228N.96' I FG 227.76' r II TC 229 50 o rnc+; 53� I / 6 � I ( 1c 229.96 _ II p T `.00 / •. ,. 'Y TC 229.00 , I TC 229.00 / TC 231 87 - _ \ - o O cccppp l I i // < r,• ;j, ;w I 1 - FG 228 22 _ \ o a ❑ S Lo l 1 ` TW 219.43 II 4 ' \ r TW 229.25 I l u I ` 1 l � I _ \ �''�•-. BW 223.86' I I ' I I tl .'TW 223.27 1- - M W INSTALL � o 4 : STALL MH OVER EXISTING MAIN p • d p "' SS p RIM 219.88± IE 215.15± 4 I 4 p d �/ - - - d cSs - SS - SS - - SS d S -N- --��.�c�m Q dp d d a d Q - d- _ � 4 - SS ---�� SS d-- d 4 CONNECT TO EXISTING 6" II d d4 d d 4 d 10'± FROM MH TVWD TO INSTALL 1 1/2" 4 4 dW d 1111 d W W W 4 W d 4 q P II METER IN EXIST METER BOX 4 d d �. 4 4 d EX. MANHOLE d 4 W w wv `^r d d IE 215.45 - - - - - - - T - 9- - - lZill4' w zo 1. ISI w v tr 0 0 0 0 CONNECT TO EX STUB. 2 / / v INSTALL 7 LF 6" PVC 4 / v r S=26.5% / ;,.;•; , INSTALL C.O. FLUSH w/ GROUND / IE OUT 217.30 4 g , w CONNECT BUILDING IE=224.84 a LATERAL INTO CLEAN S OUT RISER. IE 224.00TF1 � .. Lo 63 • vvvv ti ...._` v v ROOF DRAIN ( I M u" C A co"30 LF 6PVC I O I y r 3 cornm o Ea S=4.0% IE=226.0 I M vvv � Ocv E vv c46 ILb © y< g vi U5 , OS ccc v \ I Oso �p PROF N N 14,7 f x I EE SHEET C5 1 FOR PLAN & W 'PRO FlLE-OF SANITARY SEINER.' 0 ao ro I 0� 1 (GQ ay 2 ' - -00 EXIS, NGS rORM CH` DETE TION SYS M Q Fw A. R�\ x ' r„ Li �.,`, Ol i EXPIRES: 12/31/2014 SD > EX; 110.07 LF 12 PVC S=2.73% IE 228.23 SD ZI - v a STORMTECH DETENTION SYSTEM QJ 00 o AREA: 98.6 L X 20.5 W i CHAMBERS: 52 �, ., x TOP OF ROCK BACKFILL: 226.25 EX 101.49 LF 12" PVCJ w TOP OF CHAMBERS: 225.75 5=2.51% BOTTOM OF CHAMBERS: 223.25 3 m BOTTOM OF BASE ROCK: 222.75 0 0 0 ' ` ' W o > a I'111 Ii10 © 00000 © o o N Q i I I'I 0cv ' �� - Z A I IE 231.00 O U00 0 ' CAP END 1 O/ i 00 00 x M_ / �w a NOTE: UTILITY PLAN Lu a CITY OF TIGARD ENGINEERING DEPT TO v=i REVIEW & APPROVE STORM SYSTEM FROM OX CATCH BASIN DATA Ox MANHOLE DATA o F STORMTECH DETENTION SYSTEMS TO WO 0 20' 40' OX WATER CONSTRUCTION NOTES w U) MANHOLE. 1 1 (EXISTING MANHOLE) i- Z / 1 GRATE = 233.28 72' DIA W.Q. MH w/ (7) CARTRIDGES SCALE: 1"=20' 1. REMOVE CAP AND CONNECT TO EXISTING 6" D.I. Z O IE OUT - 232.28 FLAT TOP FIRE LINE. INSTALL 80 LF OF 6 D.I. W O O N 5.6 LF S=72% RIM = 233.7 (ADJUST RIM TO ELEV 230.70) (� W IE IN 12" (N) = 222.30 2. REMOVE CAP AND CONNECT TO EXISTING 4" D.I. O a > 2 IE IN 12" (E) = 222.30 Y Y x GRATE = 229.45 IE OUT 12" (W) = 220.00 FDC PIPE. INSTALL 80 LF OF 4" D.I. ATTACH V Q L) IE OUT = 228.45 INSTALL 3' OF 12' BUILDING ADDRESS IDENTIFICATION PLATE TO FACE a� I 18.0 LF S=16.4% OF FDC RISER. 0 Q o U TO NORTH & CAP (REMOVE CAP & CONNECT) O. O w 3 2 00 GRATE = 227.75 60' DIA MH 3. CONNECT TO EXISTING 2" DOMESTIC PVC PIPE. ~ IE OUT = 226.75 FLOW CONTROL INSTALL 80 OF 2" SCH 80 PVC. Lu ft >- X 2 LF S=100% RIM = 228.33 cc w IE IN 12"(N) = 223.25 4. INSTALL 1 1/2" BACKFLOW IN 24" X 36" CARSONITE N 4 IE IN 12"(E) = 223.25 oar m GRATE = 227.06 IE IN 4" (N) = 226.00 VENT BOX. �Ud IE OUT = 226.06 IE IN 6" (NE) = 222.60 PERF BAR IS ONE INCH ON PLOT DATE: I cairn > 32 LF S=3.3% INSTALL 4" VENT PIPE FROM ORIGINAL DRAWING M`.I. wc� IE ® STORMTECH 225.00± o 1" 1/10/14 MNN� I TOP OF CHAMBER INTO MH °DwU IE OUT 12"= 222.52 DESIGNED BY: CHECKED BY: %oo�M 3 AAR BDL "'�NLL'00 48' DIA MH W/ 4' DEEP SUMP a-oo OJOB NUMBER RIM = 229.18 d:X, IE IN 6"(NE) = 225.50 10838 wl:.iww IE IN 6"(S) = 225.50 DWG NAME: M:mm¢-j IE OUT 12"(N) = 223.25 zF Z'` IE OUT 12"(W) = 223.25 13833 - C . wl-c w>pww SHEET C5 JQJV10 EMO-Dwx Q 0 - F- D I ° g4 MH #4 48 DIA O I I D 3 g- _i ce - t 6- � STA. 2+38.81 • I N �y m T S nn r cl) D . 3 - 4t (1900 4 q 1r i. I N MH It3 9pp - - _ _ STA. 1+61.20 _ I ci 6 �i D a O MH #1 48- IA— STA. 0+00.00 D I w ---------------------------------- 19 "9 ---- ------- ------ o 0 0 0 0 0 0 0 u I48L 6F 6 C900 i..i .1 MH X72 48" DIA { - p STA. 0+47.74LoV) r�. ti4;;'; �+ D LO rn ? cn LO cm PLAN - DARTMOUTH SANITARY SEWER LINE `� n 5 0 30' 60, aT O c E SCALE: HORZ. 1"=30' m a) CD "�a U U v c W C O ' -t , a) : � o1n 1n � n : U n PROfF GINEF 41 14.7 8 O pip 250 250 9 ,Y 2314b - - - - - - - - - _ - - - - - - - - - - — A. A EXPIRES: 12/31/2014 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - 245 _W 245 C�j 0 - - - - - -- -- - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - cn - - - - - - - - - - D J ad ,n (D (n - - - - -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -- 03 - - - - - - - - - - - - - m to o .240 240a . M J. - _ . _ _ 74 c*4 oN �w - - � - _ " 00 W n yr- . w_ 3r. LL- m - _ .. _ . .. . `- , W OMN C - - - - + " � - - o - - - - - - - - - - -; N 236 = Qa 2 I 235 .. .. . fl NOG _ . .. . ... .. . _ _ ... ... .. _ . . _ . . .. .. .. _ N04 N _ _ . . . . . . . 2t �i0 � m � - - w 6" PV-- - - - - - - (n ao o n o�� F Q M - - - - - - - - - -0 v �� + M�#�p -- - - - - . _. -- - - - 2.0596 - - - - H o Q - - - - - - - - _N 04' 04 N N N �N —�� 2 Z o 230 w �L w Fx w w w IC-4 _. . _ . . - p cg0p — - — Q _ : —. _. .. oQo .aa�o _ . _ _ .. . _. . . - �1.69 �5 00 x _ _ 0% 00 o a o . io o PROP GROUN �X ca c; _CA - - - - -- -- - - - - -- - - - - - - - - - - - -- - - --- - - - - -- - -- . _. - - -- - - - - - -- . - - AA - - - - - - - - - ' a _ .. _ _ _ . LG5 FQ +� _ - - ---- - - - - - - - - - - - - - - ------- - Y w o 225 J o C4 0 Si1N 9liN o Zzf Www -- - - - - - - - - - � - '- - - - - - - - -- ----- 2 - . O (n Qto . . . _ .. . . _ _ _ . .. .. - -' - - - .. .. . - _ ... _ .. .. .. _�� . . .. .. .. . - . . _ . ... . - - - . _ _ _ _ _ . _ .. _. ._ . . .. _ . .. .. .. . _ - - . . _ .. .. . Z I 220 - - - - - - - - - - - - _. .. - - - - - .. -. . ._ _ ...�� .. .. .. - . _ _ _ . _ 12` STORM PIE220 � O — r— W cwn (wn - - - - . • . - - ----- - - - - - . _ .. .. - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - .. _ - - - V Ul rt O Q Q 4 - - VO - ' - 1�p,�/ - - - - - - - - - - - - - - . . .. .. . M! Q 216 , a- < . .. .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ .. ` - - - - - .. .. _ - - - - --- -- -- - -- - .. _ .. _ . .. __ - - - - - - - - - - - - - - - - _ . 0= M - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - _. - - - - - - - - - - - - - - - •- - - - - - - - - - - - - - - - - - -- - - - - - - - - - -�- '- - - - - - - - - - - - ' - - _ _ _ _ _ ~ O_ - - - - - - - - - - - --- - - - .- - - - - - - - - - . ... _ � x 210 210 w -- - - - _ - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- -- - - -- - - - - =) ' .. . M a -- ------ I — a - - -- - --- - - - - - -- - - - ... - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - — Kn w is el OOd m - - - - - - 8• Pvc- - --- - - - - --- - - - - - - - - - - - - - - - - -I OW. BAR IS ONE INCH ON PLOT DATE: 1 70 5 47.751E NECT 0 EXISTIN s Slue Call before you dig. ORIGINAL DRAw1NG - - - - - - - - - - - - - - _. _ .. _ . . .. .. . _ . - . M�t��i1U _ -. - 0 — 1" 1/10/14 �coNWU 205 205 DESIGNED BY: CHECKED BY: rn r�1�� I - - - - - - - - - - - - .. . - -EXI TING_ ... _ , _. .. - - - - - - - - - - - - - - - - - -. - - - -PROPOSED.. PIPING.. _. _. .. . ... .. .. .. .. .. . _ . ... _ . _. _ _ . -. _ _ .. _ _ . . . .. _ .. .. - - - - EXISTING TY NS N THE GS riE3N3M _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y . _ _ _ _. _. - _ _ . _____ _ _ _ _ _ _ _ _ _ _ _ _ __._ _( •A" 1�ACKFlLL) - - - - - - - - - - - - - - - - - -- - - - - - . - - - - - - - - _ -- -- -- . _ APPROXIMATE IONLY CAND OADDI1lONAL0UTILITIES MAYNEXISTRE AAR BDL ago 000 - - - .. _ _ _ _ _ •- ---- - - - - - - - - - - - - -._- - - - - - - - -- - - - ... _ _. _ _ . __. . .. _ _ .. . _ _ .. ._ _ - - - _ _ _-- - - -- - -- - - - - -- - - - - - - - - - - - - - - - - - CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH JOB NUMBER � z i - - - - - - - - - - - - - - - - - - - - - - - - - -. _. .. - . . ... - - - - - - - _ _ _ _ - - _-- -. _ _ _ _ _ _ ... ___ _. .. ._ . _ .. . _ ._ _ . ... . - _ - _ _-- - •- . - - _ - - - - - - - - . - - - ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. o u1�Qx _ W (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 833 www13 -0+50 0+00 1+00 2+00 3+00 3+50 DWG NAME: mm�QJ 13833 - C5.1 SSWR Q~FZ`` SANITARY SEWER LINE w>oww SCALE: HORZ. 1"=30' VERT. 1 =5 SHEET C5 1 JQJ(n0_' 9-(na=)x w I- 0 SAWCUT SURFACING 3/4" R 6",.{ EDGETOPSOIL MATCH EXISTING MATERIAL ORAsS CURB JOINT I z 5' MIN. SEE NOTE 5 ROW g I ry DIRECTED BASE MATERIAL -2% '. 1=II i1 I�--I'II 1 III x L II iII-IItI-111=III DRAINAGE BLOCKOUT6 3 I.D. SCHEDULE 40 DWV (ABS OR PVC) a I Q� aPIPE WCOUPLING Yome o f l _ „ awe mw o- oac, 2" OF 3 4"-0" BASEROCK p L 16 5 F J% w<_ o / o C N N� N N m U COMPACTED SUBGRADE ° 0 ` oo �. oy 000: FL J z SIDEWALK ADJACENT TO CURB J 0 0r o > W �✓ .;LAG � 5' MIN. ROW I a 9„ �. zm W f-2% ROAD - I IIF III ¢o 11 a�e IIIIIIII-i ill11 IIHIIII lllli� l 1 °t 1 n.= 111111 f�y�, M 2” OF 3/4"-0" BASEROCK ,f NOTES: COMPACTED SUBGRADE s' MlN 8" MIN } 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 6" MIN BEDDING BELOW o In SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING OUTSIDE OF PIPE BELL t E y .t_ o e m NOTES: TO A MAXIMUM OF 20 FT. LO c'ho '7t_'� •.j`} �{ 4 IL of c+'J C7 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2, TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL J.,. ire W "'OF WITH A MINUMUM THICKNESS OF 1/2 r • y ' OF 1-1/2" TO 3 0 0 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART cum f2 � 2. SCORING PER ARCHITECTURAL PLANS WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. / ��, a SON 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. TRENCH FOUNDATION � 35 0 dN @ E UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. STABILIZATION, AS REQUIRED v Im M c3 U r 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET m to u� �_ GO GO 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. CD CD O . - M CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. C) tonna : Un NOTE: PROF 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. C\JAGI NEF 2. JOINTS TO BE TACK AND SANDED. 14,7 8 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. Q ON 9� APPROVED 9Y: NO SCALE APPROVED BY. NO SCALE APPROVED BY: NO SCALE �. ry 23 AGUSTIN P. DUENAS kGUSnN P. DUENAS AGUSTIN P. DUENAS - w A. FNgNEE,RING DEPARTMENT CONCRETE DWG. N0. ENGINEERING DEPARTMENT a7r ENGINEER DWG. N0. ENGINEERING DEPARTMENT CItt ENGINEER TRENCH DWG. NO. 13,25 S.W.HALL BLVD. CITY ENGINEER 13125 TIGARD. O HALLGOON 9722. STAN DAR D CURB TIGARD OREGON 97723 ,3125 S.W. HALL BLVD. TIGARD. OREGON 97223 OICIatOREGON 97223 VOICE; t5 639-4171 BACKFILL EXPIRES: 12/31/2014 VOICE (5031639-4171 SIDEWALK �O AX- 03 X429 JULY 2001 25 FAX'. (so°3 68e 7297 MARCH 1998 1 80 FAX 0503)a94-7297 JULY 2001 FAx: aas ee4-7297 CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD APPROVAL DATE OREGON APPROVAL DALE OREGON APPROVAL GATE OREGON DD 3/4" SQUARE Uj A A B B n r7 0 04 ❑ ❑ FRAME AND COVER NON-SHRINK GROUTSTANDARD CAST IRON x 11 ElV V ❑ ❑ DRAWING NO. 510 STANDARD LL.I Q ❑ s a ❑ 17 GRADE RING MANHOLE 000 ❑ ❑ �- 0) 0 6: v <• <. 4" MIN. O 0 ADE 0 ° .° 3" AC FINISH GRZ .q• >' U x 2" 3 4"-0" AGGREGATE BASEROCK 7/8" WATLd ERTGHT PIPE PLUG TOx 4� a•°° ti.v WITH STOPS DO M = ,fT ,fs � a rt B" 1 1/2"-0" AGGREGATE BASEROCK ,p`.e,°• PROVIDE 3/4•-0 FOR A in�� x 7 SECTION B-B ' 2" MIN. CLEARANCE • >: MINIMUM OF 6" AROUND '••!° CLEANOUT w �— COMPACTED SUBGRADE I MIN. Iry = o m Itit.-. o SECTION A-A 1" MIN. OVERLAP ; ~ QZ Ld ww `.:;: LV w 1n ¢(f) NOTES: _ = O] i. Y4" ALLEN HEAD BOLTS j ;`d: ° ' O 1" LONG RECESSED. 5 Y• " ° ' i . [' a Q O J v Y ] 2. ALL PERMANENT CLEANOUTS �.;,Y��•"a a• t •••�•.,•�a v U U NOTES: TO HAVE BOLT DOWN COVERS. O • ':• _ °`•,•°": T Oj 3. MATERIAL SHALL BE GRAY _ .q t^=4•° °"a' ^"' Z ° 1. JOINTS TO BE TACK AND SANDED. te ; CAST-IRON, ASTM A-48, a _ I CLASS 30. �°i• d 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. O 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. �'" W 1� LL_ CONCRETE ENCASED Ld 3/4--0-/ BOTTOM WYE 3/4•-O Q FOR PLASTIC PIPE - Od� CO BAR IS ONE INCH ON PLOT DATE: 00)0_ > ORIGINAL DRAWING 00OOf f7 DETAIL NOTE: Of ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE0 1" /1O 1 14 - / MOW(!) M ••NH"• I 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. DESIGNED BY: CHECKED BY: 00M�w0 MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE.Of I AAR BDL M�N�� N W01 i�z� STANDARD CLEANOUT JOB NUMBER CT ¢x a a lwa6er Services Cklmwabpr Services 13833 www W ON — SITE PAVEMENT SECTION DRAWING NO. 510 REVISED 12-06 Our commitment clea. DRAWING NO. 500 REVISED 12-06 Our commitment is clear. DWG NAM3 33 - C6.0 :2MM¢J SHEET C6.0 zi-�zU- w>pww J¢JU)Of LL.cno nx a 0 LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST NOTES: 12" IN MOTH 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET V CONFORM TO THE REQUIREMENTS OF v NOTS 2, p TM C-433. KNOCKOUTS MANHOLE SECTIONS SHALL CONFORM FLAT TOP NocurTO THE REQUIREMENTS OF AS1M C-478 1"FLAT FACE LETTERING ° AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) (RECESSED FLUSH) MANHOLE, DRAWING NO. 010. V 3. STEPS REQUIRED ON FLAT TOP MANHOLES a DEEPER THAN 48". 64" DIA. �J�P oo WASTE/ yam 2)"�---�-I O MAXIMUM 27" FROM .a � :a > STANDARD FRAME AND COVER OR I I show � TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. G r o ® O TO TOP OF CASTING SEE STD. DRAWING NO. 110-SA/ST io — 0 #MO ® 0 (COD) O OR NO. 120 SET FRAME IN NON-SHRINK �GRUU I 'D 48" am)mee MOArr/Yax NOTES: s GRADE RINGS SET I,OR 6") LO O ® ® ZO ° MAXIMUM 12" SET IN RUBBER GASKET NS' TO S� > i. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT REQUIREMENTS OF ASTM C-478. RUBBER GASKET FLAT TOP PICKHOLE ° P ® ® w 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3GOO P.S.I. AND SLUMP OF 2" TO 4". REINFORCEMENT �`�B-lti (16)3/4" (Y 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS a. STANDARD ECCENTRIC HOLES AS SHOWN SUCH AS KENT-SEAL NO. 2, RAM-NEG(, OR AN APPROVED ' 36" CONE OR PLAN VIEW COVER BACK EQUAL CONFORMING TO FEDERAL SPEGFlCATION SS-500210. " STANDARD MANHOLE FLAT TOP 58" DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE MALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A MANHOLE AND CHANNEL DETAIL ° 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° MANHOLE STEPS SEE a #6 BAR AROUND OUTSIDE OF OPENING 24 3/4" DIA. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 /,H6 DIAGONALS BOTH SIDES OF OPENING 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) ! MANHOLE SECTION 6" O.C. BOTH WAYS MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ' ---(VARIABLE 1'-4') ON THE INSIDE FACE OF THE MANHOLE. 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND1 Z 7/$'�1/4" 4" MAXIMUM CLEAR OF PIPE WALL. o s • 25" 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48" FOR STORM o CONNECTION. `O 46" �� _ 1, V) _ 5" MINIMUM 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND - a COVER SHALL BE USED IN ALL EASEMENT AND OFF <: 2 7/8" , STREET AREAS. 6' SQ. N N ♦ to=70 Z 48"MIN. 7 1/2u SO- M ti : C/3 MINIMUM 12" LEDGE 0 U M M � PICKHOLE DETAIL 3 "' (ONE REQUIRED) ' io '� -p OF- U) c .D 1"/FT. SLOPE TYP. 2" MIN. FROM TOP OF n 22 1/2" DIA. .� m PIPE TO MANHOLEy O Ix _ i EL PIPE o SECTIONSECTION VIEW o o)M : moo In a` � 0 : fO c c+i : _ m a . . LID a: -,4., .,.ti 8" MINIMUM CONCRETE O W N SMOOTH FINISH CHANNEL TO " ' to J Ci U d 3/4 VERTICAL HEIGHT OF PIPE 12" MINIMUM OF -Ys-D" COMPACTED 72- MINIMUM i.: `'" '= SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. �� PROFS BASE MATERIAL ' t NGI NFF 14,7 9 STANDARD MANHOLE FLAT TOP MANHOLESTORM WATER C1eanVvWr Services CkanWaber 'Services MANHOLE LID C1ean%terr 5 ces ON DRAWING NO. 010 REVISED 02-03 Out commitment is clear. DRAWING NO. 050 REVISED 02-03 Our commitment is clear. REVISED 12-06 Our commitment is clear. '9 ry 23, 0 Q` DRAWING NO. 120 Q Fw A. EXPIRES: 12/31/2014 18"MIN TO TUALATIN VALLEY WATER TO LOCAL PLUMBING 24"MAX SIDEWALK ADJACENT TO CURB THRUSTBLOCK SEE NOTE DISTRICT STANDARDS CODE STANDARDS DISTRICT APPROVED RETAINER GLAND BACKFLOW DEVICE EXTEND DUCTILE IRON PIPE VALVE RISER SEE NOTE 3 V MIN.OUT OF VAULT TO SPOOL FLGz PE & DUE TO VAULT SETTLEMENT. DO COMPLETE PROTECT FROM BREAKING I SIDEWALK CUSTOMER SIDE F 18"MIN 3°MIN �,_ SEE NOTE 1 6"MAX BREAK FLANGE METER SIDE FLOWPIP J 04 FLANGE COUPLING ADAPTOR p � � /\ ` \/ \` \ \ \/` \J•� \ 6 3 O) DRAIN ROCK POCKET / / / / PLAN MIN AveOPTIONAL FIRE DEPARTMENT �O /_4 CU FT MIN I I I CONNECTION.CONTACT LOCAL FIRE (° x I MARSHALL. LJ 6"DUCTILE IRON PIPE a\ LADDER V) ,°• EQUIREMENTSG OSHA 117 — < /— CARSO N METER BOX SEE DETAIL3MAN0 DO / (OR EQUAL) SPECIFICATIONS M G=J \ / / 6"MEGALUG RETAINER / PLAN ALTERNATE FDC LOCATION GLAND(EBAA IRON 6"GATE VALVE \/ / \ \ \/\\ \\/ (n Q CONCRETE PIER ��\��\� GROUND LINE DRAIN TO CURB 00. F I BLOCK FLG x MJ �\\ \\�\\ \\�\\� 3"MIN 61 MPX STORM DRAIN 2 MJ x 6"FLG TEE d. SEE NOTE No 1 0) THRUST BLOCK 2" FEBCO MODEL 805—Y p DOUBLE CHECK VALVE 24"MIN CLEARANCE \ 3'•MIN /�\1' w j I ASSEMBLY (OR EQUAL) y hj Z Z SIDEWALK WITH PLANTER — — CLEARANCE ON — — — ISOLATION BALL VALVE W W _ O W 18"MIN OPENED OSrr a a Q LL.I STRIP AT CURB za°MAX VALVE �y DJ INLINE CHECK VALVE W li o �e 05 O U > Z-) 6"MIN CLEARANCE D U Q p O I SIDEWALK 3"MIN T Ix (,) 6"MAX BREAK FLANGE O i _.,. \ - CO NC RETE BALLAST FLANGE COUPLING ADAPTOR w ' /` SEE NOTE 'PIPE STN 12' IN V SBI I}-PIPE STANO� 0j \�/� CHRUSHED ROCK BASE �p5RODENT } SCREEN W x �— 4FT(REF) s" MIN ELEVATION ELEVATION I DRAIN TO DAYLIGHT OR w PROVIDE 1A-HORSEPOWER V) STAINLESS STEEL SUMP PUMP. Q SEE DETAIL 310 MD 320 FOR O a m SUMP DETAILS. 0 2 UTILITY UTILITY > BILco NOTES: VAULT VAULT BAR IS ONE INCH ON PLOT DATE: 04 NOTES:N TE NOTE: SIZE WITH FDC' W/O FDC' DOOR 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH ORIGINAL DRAWING to O ,,w 0 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 3 577-WA 577-WA J-5AL NON SHRINK GROUT M 1" 1/10/14 Co", mu..NF- I IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. INSTALLATION SHOWN IS ONLY A SUGGESTION. THE D 2, CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, 4 577-WA 577-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING M r') I 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. OR HIGH GROUND WATER EXIST DESIGNED BY: CHECKED BY: d FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 6 676-WA 675-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE a"MIN.,12' ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED a\ Cn 3. PLACEMENT OF GONG.AROUND FH IS PROHIBITED. IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). 8 687-WA 687-WA JD-3AL 0 TMHRUSXCEPT8"T BLOCK MIN,9"MINMAX.FNES�AVAULT AAR BDL /\�z0 IF FREEZE PROTECTION IS PROVIDED THE 24" MIN C EARANCE MAY BE REDUCED. 10 5106-LA 5106-LA JD-3AL 5. DETECTOR METER TO READ IN CUBIC FEET JOB NUMBER '"OR EQUAL"APPROVED BY DISTRICT ENGINEER LI°,ax 13833 Iii W L;j MUj FIRE HYDRANT DET=NO. 'I Y2" 2" & 2'/211 DETAIL No. DOUBLE CHECK DETAIL No. DWG NAME: a��zu TualatinValleyWaterDistrict STANDARD INSTALLATION 1TualatinValle Water District DOUBLE CHECK INSTALLATION BF 102 DETECTOR ASSEMBLY BF 200 Y TualatinValle Water District 13833 — C6.1 ZwFwwSHEET C+6 w>oww JQJV)0 L�Lno_�x LLJ d ° (HORIZONTAL) VOLUME OF THRUST BLOCK NOTES d BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS(VERTICAL) a ° 10'- o• FTf1NG TEE 90° BEND 45° 221/2° 11 114° FITTING BEND ANGLE STANDARD CAST IRON FRAME AND COVER WHEN IN 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN RIGHT OF WAY SIZE BEND BEND BEND SIZE 45'-F22.5- 1125• PUBLIC ROADWAY OR PAVED AREA ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4 1.3 1.8 1.0 1.0 1.0 4 1 1 0.4 0.2 P- FLAT TOP SHALL BE H-20 LOAD RATED WITH NO COVER. °� EASEMENT 6 2.8 4,0 2.2 1.1 1.0 6 2.7 1.0 0.4 0" MfN HANDHOLD 3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME 3'-s• 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.616" MAX MATERIAL, AND BE ANCHORED AT 3' MAX SPACING BY 5/8" DIA. Z I r. LIFT HANDLE ATTACH STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 3 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 PRIMARY WITH GALVANIZE CHAIN 4. THE RES7RICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" (MM) SPILLWAY ALUMINUM, IN ACCORDANCE WITH THE APPLICABLE SEC71ONS OF Y I 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 12" MIN AASHTO M 36, M 196, M197, AND M 274. a I 228.60 $TSPS OR LADDER 5. OUTLET SHALL 8E CONNECTED TO CULVERT OR SEWER PIPE WITH A 3 m 20 31.1 44.4 24.0 12.3 6.2 . .. 8 GALVANIZED SEE NOTE J. PIPE STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED E } EFORMED REBAR rn 2'- 24 45.2 64.0 34.6 17.7 6.9 SUPPORT(S) OR STEEL REINFORCED INTO THE BELL OF CONCRETE PIPE. 111 0 3"x.075" ALUM. POLYPROPYLENE STEPS) o w VALUES BASED ON 200 PSI 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL cJ WATER PRESSURE AND 2DOOPSF BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH SOIL BEARING CAPACITY I. AN 18" MINIMUM OIAMTER. °. PROPERTY LINE \ °• + 7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT. • 227.55 v 12" CLEANOUT/SHEAR GATE: A. CLEANOUT GATE IS VISIBLE FROM TOP. O d 4 4„ " 8" DIAMETER MIN B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. j J 12 w SEE SHEET 2 C. FRAME IS CLEAR OF CURB (IF ANY EXISTS). d I MIN SEE NOTES 10-12 8. MULn-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE. SEE NOTE 5 SIDE OF RISER TO ASSURE LADDER CLEARANCE. SIZE OF ELBOWS " PLAN AND PLACEMENT TO BE DETERMINED BY THE ENGINEER. 12 9. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT 12" OUTLET INLET PLANS. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. 224.85 MIN 8 ' 225.05 10. CLEANOUT/SHEAR GATE: BEND TEE VERTICAL BEND ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A46 CLASS 30B AS REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING 12" WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET FITTING ROD EMBEDMENTMETAL PIPE MIN 2'-0" MIN REQUIRED BETWEEN RISER MOUN77NG FLANGE AND GATE FLANGE. SIZE SIZE (SEE NOTE 6) MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER \� FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8- DIA STAINLESS r \ 14"-16" #8 36" 222.85 0 2'-0" MIN ,•., 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON SHEET 2 y L° \ RESTRICTOR PLATE 6" ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ,n Z WITH ORIFICE 60 MIN. MIN ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING A in va 2 1/2" ORIFICE DIAMETER THE FLANGE CONNECTION. m rn : - Ic'• NOTES: (SEE NOTE 9) 12. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED in m m •' • a a•' T "O" HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. comm t0 0 c 1)THRUST BLOCKING AT ALL TEES,BENDS AND ..o. DISTRICT INSTALLED CUSTOMER SIDE \ ' ..0.. 0 00, 0. .0.. 0..0. . . . ..0, . 0..0• , 0. 0. 0. 0, . o.. 12" MIN. 3/4" p _ a ENDS OF PIPING 0-0. 0' MINUS AGGREGATE 13. PRECAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH g N : - �/� 2)CONCRETE BLOCKING TO BE POURED AGAINST' ' �' �'' 0' �'•O' O•' �' ' �' O' ' �'•�' O'•O' �''O' ' BASE MATERIAL ASTM C478. '� U) c E STRADDLE BLOCK UNDISTURBED EARTH gel : .z 8 ELEVATION 3)ALL CONCRETE TO BE CLASS 3000 COMPACTED NATIVE MATERIAL 14. SEE SHEET 2 FOR DETAILS ON ELBOW AND FOR PLAN VIEW. m y M 2 tm SEE DETAIL No 200 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET SECTION A-A 2 O c•i E AROUND LTRATION OF DIRT BETWEEN SHEET AND PIPE NT CD in v.7 FITTING PRIOR TO POURING THRUST BLOCKING WIN FLOW CONTROL MANHOLE Ion CL INFILTRATION n : CJ 5)PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SCALE: NTS �(`Q PRO FROM CONCRETE WITH TEMPOARY FORMS AND POLYETHENE SHEETING SEE NOTE No 3 ,``�NG 1 N FF DETAIL No. THRUST BLOCKING �cr 14,7 8 9 1-1/2" & 2" METER DETAIL No. TualatinValleyllaterDistrict INSTALLATION 702 TualatinValle Water District DETAILS 20 ON _j 23 190 42.0000 UTILITY VAULT 3642-PVT FW A. OR EQUAL 36.0000 !CONCRETE PAD EXPIRES: 12/31/2014 29" BIKE PROOF, HEAVY o DUTY TRAFFIC GRATE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS 00 m SUPPORTS AASHTO w N H25 LOADS I I 30.0000 36.0000 MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT J N GRATING DESIGNATION(1) H D FILL MATERIAL FOR LAYER D STARTS FROM THE ANY SOIUROCK MATERIALS,NATIVE SOILS, PREPARE PER ENGINEER'S PLANS.PAVED INSTALLATIONS LIJ M NOTES: O TOP OF THE C LAYER TO THE BOTTOM OF OR PER ENGINEER'S PLANS.CHECK PLANS WA MAY HAVE STRINGENT MATERIAL AND PREPARATION Q I 6"0 OUTLET FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. REQUIREMENTS. d' 24" SQUARE ABOVE.NOTE THAT PAVEMENT SUB$.ASE MAY BE 3 a) BOX FABRICATED FROM PART OF THIS LAYER. `O10 GA. MATERIAL FILL MATERIAL FOR LAYER C STARTS FROM THE GRANULAR WELL-GRADED SOIUAGGREGATE BEGIN COMPACTION AFTER 17'(305 mm)OF MATERIAL CJ TOP© TOP OF THE EMBEDMENT STONE IS LAYER)TO MIXTURES,<35%FINES.MOST PAVEMENT SUB. 3,357,4,467,5,56,57, OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL c x P LAN VIEW s '0 OUTLET te"(457 mm)ABOVE THE TOP OF THE CHAMBER. BASE MATERIALS CAN BE USED IN LIEU OF 6,67,68,71076,8,69,9, LAYERS IN 6"(152 mm)LIFTS TO A MIN.95%STANDARD PLAN U NOTE THAT PAVEMENT SUB-BASE MAY BE A THIS LAYER PROCTOR DENSITY(2).ROLLER GROSS VEHICLE WEIGHT W L2 jx212X j6 PART OF THIS LAYER. NOT TO EXCEED 12,DOO 9,s(63 kN).DYNAMIC FORCE NOT TO c/1 29" SQUARE EXCEED 20,0001bs(89 kM. SLOPE EARTH AWAY FROM r'1 ¢ Q _ Z FRAME VAULT IN BERM AREA Im pp .-1 EMBEDMENT STONE SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE, NO COMPACTION REQUIRED. REDUCED PRESSURE BACKFLOW CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION 3,357,4,457,5, PREVENTER _ U (A LAYER)TO THE C LAYER ABOVE. BETWEEN 314-2 INCH(19-51 mm) 56.57 FOUNDATION STONE BELOW CHAMBERS FROM CLEAN,CRUSHED,ANGULAR STONE, PLATE COMPACT OR ROLL TO ACHIEVE A 95%STANDARD (J ¢ O THE SUBGRADE UP TO THE FOOT(BOTTOM)OF NOMINAL SIZE DISTRIBUTION 3,35,4,467,5, PROCTOR DENSITY(2). W U THE CHAMBER, BETWEEN 314-2INCH(19-51 mm) 56,57 I \ Li p/ 01 PLEASE NOTE: U p 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 32.0000Issa / ( _ STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". Z x cam-) 1D 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS IN OPEN GRADED STONE,STORMTECH COMPACTION REQUIREMENTS ARE MET FOR < VJ �_ 0 N z LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(229 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. 1,_0„ CURB I _ w = m a v W Y _ co Q7 .1„?.i, .�a „i.CL '7;5`.I,•`1'?.:.,j}�-.�i{;") '?i1:4;-n.<:';'�c�4 :..=f,{.:r}�: 1Y� 0. 't:it' D 7 y FINISH GRADE _..L,.,,,:. -il!:::y;y v .:.i ..;� '.ri ? -.S..,i.`.�:4:.1;..:.,:. I 96"(MAX mm) OOM 18 (457 mm) MAX. \12" DRAIN TO DAYLIGHT cc �" (,7 a LLI 152 mm)MIN. SLOPE 1/8- PER FOOT MIN (ifrn CONCRETE PAD o SEDIMENT TRAP e ELEVATION AWAY FROM VAULT x 24" SQUARE W/ HINGED LID W� L� DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE DEPTH OF STONE TO Li A BE DETERMINED BY FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR D2 a ISOMETRIC SECTION DESIGN ENGINEER/6"(152mm)MIN. ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS in SIDE VIEW PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE d > DRAINAGE ALSO REQUIRED. BAR IS ONE INCH ON PLOT DATE: C'4 LOX STATE APPROVED - ASPHALT DIPPED ORIGINAL DRAWING M r ., V) 00 N I + ACCEPTABLE FILL MATERIALS 1 1/2"&2"REDUCED DETAIL No. 0 : 1' 1/10/14 B H„) �WU " I� eTORYiEdISi.aauOeerAlLeua�wea BF 302 DESIGNED BY: CHECKED BY: 24 SQUARE - 6"0 OUTLET ,�,NW�,,�„" MAORMUAnMYSPEWl ,,,,,N,"„ 13na "�8I SCALE: NTS TualatinValleylYaterDistrict PRESSURE BACKFLOW DEVICE STOMf1EtlIpETI1"WHOT SUFE16Eee A"Y 3IATEOa LOGLRE011Oh!3 YG PECIFIGTOIL3.RIS TIE RESPMISIDM OTW CO,HaLTNO s,b,foi"mxdr""YpYr�,O• �� p,-IONS.- ETO EralaE wuwulr�wm.0 l�euwTom aeEcwrwnau.srolarea,lw wriumlowan,.vola wrr�svonaxe roaun DATE: 12-10-08 AAR BDL a� � S STORM WATER CATCH BASIN DWG # ATENTK"6aYO6ai08TOWlO"S'IMDeETM3. _ e DRAWN BY: JLB /rD.-inU _ CHECKED: JOB NUMBER \\z I PROd. MAN. DOUG P. D11N. PAUL G. SCALE NONE 13 0_IA�Q x Gibson Steel Basins DATE: JAN. 23, 06 MODEL: GCBIO-36HB-6 833 W(n SINCE 1972 W W W M(il 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 /ax:344-0207 DWG NAME: a1=FZt� 13833 - C6.2 z L,ja�VV))LLI w SHEET C6.2 mwD_nx SECTION 32 8243 - IRRIGATION SYSTEM with requirements of Division 1. by blowing it out with compressed air. The compressor shall be capable B. Rainbird ET Sensor with Rain Clik 3.6 SLEEVING of varying pressures. P4 PART 1 - GENERAL 2.4 VALVE BOXES A. Install under all pavement for passage of control wiring and piping; 1. 5 UTILITIES AND PROTECTION 1.1 SUMMARY minimum of 18 inches deep. Solvent weld joints, make watertight. PART 3 - EXECUTION A. Gate Valves: Heavy duty round plastic box with a 6-1/2 inch diameter Schedule 40 PVC size indicated on Drawing. Existing Utilities: A. Provide irrigation system as described on drawings and specifications snap fit cover, with the words "Valve Box" in raised letters on the lid. A. Contractor shall acquaint himself/herself with all site conditions. Should 3.1 GENERAL: herein. Provide three "T" handle socket wrenches of 5/8-inch round stock with utilities not shown on the plans be found, contractor shall promptly notify sufficient length to extend two feet above the top of the deepest valve box the Owner for instructions as to further action. Failure to do so will make A. Storage: Store PVC pipe and fittings out of direct sunlight. �T � 1.2 RELATED SECTIONS cover. 3.7 CONTROL WIRING Contractor liable for any and all damage there to arising from his/her �+ operations subsequent to discovery of such utilities not shown on plan. B. Environmental Conditions: In freezing weather (below 45F) or in U A. Section 32 8425 - Drip Irrigation B. Automatic Remote Control Valves: Heavy duty plastic box Ametek or as A. Lay in trenches under supply or branch lines when practical, for extreme heat (above 85F), no solvent welding of PVC pipe will be shown on plans, size as required, with locking cover, with the words maximum protection, minimum depth 18 inches. Place in conduit where B. Plans are diagrammatic. Contractor shall make necessary adjustments in permitted. In rainy weather, solvent weld PVC pipe only under cover. B. Section 32 9300 - Plants "Control Valve" on the lid in raised letters. required. the Layout as may be required. 3. 2 INSPECTION U 1.3 QUALITY ASSURANCE C. Double Check Valve: Heavy duty plastic box Ametek or approved equal, B. Single wires (red) to each solenoid from control and a common neutral 1. 6 PERMITS AND FEES size as required, with locking cover wire (white) to all solenoids from the control. Wire sizes shall meet General: Examine areas and conditions under which irrigation system's O A. Layout: minimum requirements of manufacturer of automatic control valves Obtain all permits and pay required fees to any governmental agency materials and products are to be installed. Do not proceed with work 1. The layout of the irrigation system is diagrammatic. Follow as 2.5 SPRINKLER HEADS installed. having jurisdiction over the work. Inspections required by local until unsatisfactory conditions have been corrected in a manner closely as practicable. Contractor shall provide for adequate water ordinances during the course of construction shall be arranged as acceptable to Installer. Do not allow any work to be covered or enclosed �{ coverage for healthy plant growth without over spraying paved areas. A. Rainbird Van, MPR and 15 Strip Series, models as shown on plans. C. Make all splices moisture proof using specified electrical connectors. required. On completion of the work, satisfactory evidence shall be until it has been inspected and pressure tested. 2. Before proceeding with the installation of each section or unit of the Bundle wires together and wrap with electrical tape at 5 foot intervals. furnished to Owner to show that all work has been installed in accordance irrigation system, check and verify the correlation between ground 2.6 BACKFLOW PREVENTERS: Provide expansion curls at least every 100 feet of wire on runs more than with the ordinances and code requirements. 3. 3 INSTALLATION OF IDENTIFICATION measurements and the drawings. 100 feet in length. Provide 18 inches of slack at connection to control 3. No changes, alterations, omissions from or additions to the work A. Febco 850 or approved equal. valves. 1. 7 DRAWINGS, SPECIFICATIONS AND DETAIL SHEETS General: Maintain all warning signs, shoring, barricades, flares and red shall be made without the approval of the Landscape Architect. lanterns as required by safety orders of the Division of Industrial safety {�-1 2.7 QUICK COUPLERS: 3.8 AUTOMATIC CONTROLLER Scale and Dimensions: and local ordinances. B. Testing and Inspection: Notify the Landscape Architect 24 hours or one A. Consider drawings and specifications as being compatible and therefore working day in advance of inspections or tests required for the work. A. Rainbird with purple thermoplastic rubber cover or approved equal. A. Unless otherwise specified, the installation of the automatic controller work called for by one and not the other shall be furnished and installed 3. 4 INSTALLATION OF PIPING AND FITTINGS Furnish hose swivels and operating keys for each size coupler to Owner. shall include the furnishing and installing of concrete, sleeves, brackets, as though called for by both. When discrepancies exist between scale and � T ` C. Obtain and pay for any permits and/or inspections required by governing electrical work, controllers, and all other work in accordance with the dimension or between the work to be accomplished by each trade, they A. Pipe and Assembly: agencies and utility companies. Conform to local codes governing work 2.8 LOW VOLTAGE CONTROL WIRE plans, specifications, and construction details. shall be called to the Landscape Architect's attention immediately. The 1. Install remote valves where shown and group together where ~f ~ described in these specifications. Landscape Architect's decision regarding such discrepancies shall be final practical. A. Wire: Solid copper or stranded copper wire, UL listed for direct burial in B. Automatic controller shall be set plumb and level at the location indicated and binding. 2. No pipe shall be laid when, in the opinion of the Project Consultant, A, D. Maintain during construction and provide the Owner with exact "as built" ground. Size of wire shall be in accordance with manufacturer's on the plans or as directed by Owner. trench or weather conditions are unsuitable. When pipe laying is not ; drawings showing arrangement and locations of all lines, valves, heads, recommendations, but in no case less than number 14. B. Where diagrams have been made to show piping connections, etc., in progress, the open ends of the installed pipe shall be closed by etc. Major underground elements shall be noted with triangular C. Automatic controllers shall be the type and size indicated on the plans. Contractor is cautioned that these diagrams must not be used for approved means to prevent entrance of trench water and other foreign measurements from a permanent feature. These shall be prepared on 2.9 AGGREGATES obtaining lineal runs or number and type of fittings. material into the line(s). reproducible velum or mylar drawing material. D. Install ET sensor according to manufacturer's instructions, at the location 3. Pipe and fittings shall be joined using methods as recommended by A. Drainage rock: Washed rounded river pea gravel. indicated on the plans or as directed by Owner. C. All measurements shall be verified at the site. Drawings may not be the manufacturer of the pipe, except where screwed connections are E. Contractor shall conduct a final walk through with the Owner's exactly to scale. required. Pipe and fittings shall be thoroughly cleaned of dirt, dust representative to review operating procedures, equipment technical 2.10 ELECTRICAL POWER SUPPLY EQUIPMENT 3.9 FLUSHING AND TESTING and moisture before applying solvent with a non-synthetic bristle requirements and locations of system components. 1. 8 PIPING ARRANGEMENT brush. MACDONALD A. Use equipment which meets or exceeds city and state codes or standards. A. All mainlines shall be thoroughly flushed prior to backfilling and the 4. Pipe may be assembled and joined on the surface. Snake pipe from crav[ROnsrosE.aat€xc PLANNING. ¢ <:: F. Contractor shall be licensed in the State in which the project is located to installation of control valves. Suggestions for changes in location of piping, etc., advisable in the side to side to allow for expansion and contraction. POR RAND,OR 97223 install irrigation systems. opinion of the Contractor, shall be submitted to the Landscape Architect 5. Make all connections between plastic pipe and metal valves or steel "H:503-22441325,WWWMW.PC.COM PART 3 - EXECUTION B. After flushing, all mainline outlets shall be capped or plugged tight and for approval before proceeding with the work, with written assurance that pipe with threaded fittings using plastic male adapters. 1.4 SUBMITTALS mainline shall be tested under maximum operating pressure for not less such changes will not cause any extra cost on their part or alteration of 3.1 GENERAL than 1 hour and inspected for leakage by Landscape Architect. design requirements. B. Dripline Installation: A. Product Data: Submit within 10 days after date indicated in the Notice to 1. Install all dripline as indicated on drawings. Use only Teflon tape (or Proceed. A. Storage: Store PVC pipe and fittings out of direct sunlight. C. Upon approval by Landscape Architect of pressure test, mainline may be 1. 9 GUARANTEE approved substitution) on all threaded connections. ANDERSON backfilled. 2. Clamp fittings with Oetiker(or approved substitution) clamps when B. Product Data: Submit to the Landscape Architect one set of B. Environmental Conditions: In freezing weather(below 45F) or in A. Guarantee all work done for one (1) year from date of acceptance against operating pressure exceeds specific dripline fitting requirements. DABROWSKI manufacturer's technical data, installation instructions, operating extreme heat (above 85F), no solvent welding of PVC pipe will be D. After control valves are installed, lateral lines shall be flushed one at a all defects in material, equipment and workmanship. Guarantee shall 3. Cap or plug all openings as soon as lines have been installed to ARCHITECTS instructions, and maintenance procedures for Automatic Controller. permitted. In rainy weather, solvent weld PVC pipe only under cover. time for a sufficient period of time to ensure thorough cleaning. cover repair of damage to any part of the premises resulting from leaks, prevent the entrance of materials that would obstruct the pipe. Leave or other defects in material, equipment and workmanship to the in place until removal is necessary for completion of installation. L L C C. Irrigators license: A copy shall be submitted to Landscape Architect C. Inspection: Do not allow any work to be covered or enclosed until it has E. After lateral lines are flushed, sprinkler heads may be installed and tested satisfaction of the Owner. Repairs, if required, shall be done promptly, at 4. Thoroughly flush all water lines before installing valves and other prior to any work being done. been inspected and pressure tested. for operation. no cost to the Owner. hydrants. 5. Test in accordance with Paragraph on Hydrostatic Tests. D. "As Built" Drawing: At completion of system installation submit two D. Installation of all materials and equipment shall be in strict accordance F. Upon completion and approval of the system the contractor will provide a B. Guarantee will include spring start-up and winterizing of system within copies of"as built" Drawings to Landscape Architect for review. Upon with manufacturer's written specifications and recommendations, local walk through demonstration to the Owner's representative and/or the one (1) year time and development of approved water application C. Automatic Controllers: Connect remote control valves to controller in a ■ approval of Landscape Architect submit original reproducible "as built" and state codes. Landscape Architect of the completed irrigation system. During the walk schedule. Winter damage due to improper winterization is the logical sequence to correspond with specification of the Owner or Drawing to Owner. through the Contractor will point out how to operate the system, where responsibility of the Contractor. Landscape Architect. 3.2 TRENCHING everything is located and provide other needed information. C. All repairs and servicing required under the guarantee period shall be D. Automatic Control Wiring: Portland Office: A. Install pipe in trenches straight or "snaked" slightly, allowing for G. Provide a manual of equipment installed in this job, listing make and made under the observation of the maintenance crew to help train them in 1430 SE 3rd Ave, Ste 200 1.5 EXISTING UTILITIES AND UNDERGROUND FACILITIES expansion and contraction of PVC pipes. Allow sufficient width to tam model of each piece. the proper operation and repair of the system. 1. Install control wires and laterals in common trenches whenever Portland, 23 972 T4 P P P P P� P P P P Y T: (503) 239-7377 around pipe. possible. F: (503) 239-7327 A. Provide adequate means of projection during excavations and installation 3.10 CLEAN - UP 2. Install control wires below finish grade when possible and lay to the of work. Damaged utilities and/or underground facilities shall be B. Trench bottoms on uniform slopes, with no variations in grade. Bottoms PART 2 - PRODUCTS side and below main line. Provide expansion curls as described repaired at no additional expense to the Owner and shall be repaired shall be smooth and free of sharp rocks or other objects that may damage A. Keep premises reasonably free from accumulation of debris. herein. promptly. pipes. 2. 1 MATERIALS 3. Control wire splices will be allowed only in runs more than five B. On completion of each division of work, remove all debris, equipment hundred (500') feet. Connections of all underground wires shall by 1.6 GUARANTEES C. Allow minimum coverage depth as follows: and surplus material and leave the premises in an orderly and neat A. General: the use of wire nuts, covered with waterproof splice for each wire per www.ADarchitects.com 1. Lateral lines: 12 inches fashion. 1. Provide piping materials and factory-fabricated piping products of installation instructions provided by the manufacturer, or as otherwise A. Unless provided otherwise, guarantee against all defects and malfunctions 2. Main line pipe: 18 inches sizes, types, pressure ratings and capacities as indicated. Where not required by local ordinance. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND due to faulty workmanship or defective material for a period of one year 3. All lines below pavement 18 inches END SECTION indicated, provide proper selection as determine by Installer to 4. All wires passing under existing or future paving, construction, etc., PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI from the date of final acceptance by the Owner. Upon being informed by comply with installation requirements. shall be encased in plastic or galvanized steel conduit extending at ARCHITECTS,LLC. ANY USE REUSE,OR DISCLOSURE OF SAID PLANS.REPRODUCTIONS,IDEAS.DESIGNS,AND/OR Owner of any defects or malfunctions, effect all necessary repairs and/or D. Backfill excess excavation with suitable material free of rock or other 2. All materials throughout the system shall be new and in perfect least twelve (12") inches beyond edges of paving or constructions. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS replace in a reasonable expedient manner at no additional cost to the materials that may damage pipe. Thoroughly compact to give full condition. PROHIBITED BY LAW. Owner. support to the pipe. SECTION 32 8425 - DRIP IRRIGATION F. Backfilling and Compacting: B. PVC Pipe: RED ROCK CENTER B. Emergency repairs, when necessary, may be made by the Owner without E. Provide bell holes in base of trench to ensure support of pipe over its PART 1 - GENERAL 1. Dress off all areas to finish grades. BUILDING B relieving the contractor of his guarantee obligation. entire length. 1. Main Lines: Class 200 PVC SW 72ND AVE AT SW DARTMOUTH ST 1.1 SUMMARY 2. Lateral Lines and Sleeves: Class 200 PVC 3.5 FIELD QUALITY CONTROL TIGARD, OR C. Repair any settling of backfilled trenches which may occur during the F. Fill piping with water at approximately 25 PSI during backfilling 3. Fittings: guarantee period. operation. A. The work required under this Section consists of furnishing all labor a. Solvent Welded Socket Type: ASTM D 2466, PVC pipe fittings, A. Hydrostatic Test: materials, equipment, services and related items necessary to complete all Schedule 40. 1. Request the presence of the Owner and/or Project Consultant at least D. If the Contractor does not respond to the Owner's request for repair work G. Backfill to finish grade, place backfill carefully around and over piping, irrigation system work, and all related work, complete as indicated on the b. Threaded Type: ASTM D 2466, PVC pipe fittings, Schedule 80. forty-eight (48) hours in advance of testing. PERMIT SET within a period of 15 days, the Owner may proceed with such necessary removing rock or other material that may damage pipe; wet and tamp drawings or specified herein. 4. Jointing Material: 2. Testing to be accomplished at the expense of the Contractor, and in Revisions: repairs and charge the Contractor for all expenses incurred in the repair earth in layers not over 6 inches thick until thoroughly compacted and a. PVC Solvent Cement: NFS approved solvent for PVC through 4 the presence of the Owner. work. settled. Top layer to be topsoil quality and depth as specified in Section B. The major items of work include, but are not limited to the following: inch, meeting requirements of ASTM D 2564. 3. Apply a continuous and static water pressure of sixty (30) PSI when 329113. 1. Verify utility locations. b. PVC Primer and Cleaner: Compatible with or designed for PVC welded plastic joints have cured at least twenty-four (24) hours and 2. Removal, protection and/or restoration of all existing improvements. pipe. with the risers capped as follows: PART 2 - PRODUCTS H. Remove all excess excavated material from project site. Dispose legally. 3. Location of lines, minor excavation if necessary. C. Teflon Tape Sealer: 1/2-inch wide, used at all threaded joints. a. Main lines and sub mains to be tested for one (1) hour. 4. Furnishing and installing a fully operational automatically controlled b. Lateral lines to be tested for one (1)hour. Date: 05.16.13 2.1 MATERIALS 3.3 PIPE irrigation system,including all mains, laterals, fittings, quick coupling C. Valves: 4. Repair leaks resulting from tests. valves, gate valves, and drain valves, backflow preventer, etc. 1. Gate/Drain Valves: Shall be sized for mains. 5. The lines shall then be retested until satisfactory. scale: n/a A. PVC Pipe: A. Lay PVC pipe in accordance with standard and acceptable practice. 5. Testing of system and making it operative. 2. Remote Control Valves: Rainbird 100-PESB size as shown Project No.: AD 13108/323101 1. Main Lines: Schedule 40 PVC 3.6 INSTRUCTIONS 2. Sleeving: Schedule 40 PVC B. Slope main line and lateral pipes at 1/2% minimum to drain. 1.2 RELATED DOCUMENTS D. Dripline and Integral Dripline Components: File Name: 3. Lateral Lines and Sleeves: Class 200 PVC Rainbird XF Series Dripline model XFD-09-12 or approved equal. After completion and testing of the system, the Contractor will instruct Drawn By: BR 4. Fittings: C. PVC pipe joints, solvent welded except as indicated. Cut pipe square, A. Drawings and general provisions of Contract, including General the Owner's personnel in the proper operation and maintenance of the a. Solvent Welded Socket Type: ASTM D 2466, PVC pipe fittings, debur, wipe from surface all saw chips, dust, dirt, moisture and any Conditions Division 1, apply to work of this section. 1. Line Flushing Valves: All systems shall be installed with Rainbird system. Checked By: LMB foreign matter which may contaminate the cemented joint. Apply Y Schedule 40. ,� Y J PP Y Line Flushing Valves (or approved substitution) as indicated on - b. Threaded Type: ASTM D 2466, PVC pipe fittings, Schedule 80. cleaner/primer and solvent cement, make joints in accordance with 1. 3 QUALITY ASSURANCE drawings. 3.7 CLEAN - UP: Jurisdiction Approval: 5. Jointing Material: manufacture's recommendations. Use Teflon thread sealant (tape or 2. Air Release Valves: All systems shall be installed with Rainbird Air a. PVC Solvent Cement: NFS approved solvent for PVC through 4 liquid) at all treaded joints. A. Manufacturer's Qualifications: Firms regularly engaged in manufacturing Release Valves as appropriate locations for system function. A. Keep premises reasonably free from accumulation of debris. inch, meeting requirements of ASTM D 2564. irrigation systems materials and products, of types and sizes required, 3. Disc Filter& Pressure Regulator: A disc filter and pressure regulator b. PVC Primer and Cleaner: Compatible with or designed for PVC D. G.I. Piping: Clean out threads of standard lengths, not more than two whose products have been in satisfactory use in similar service for not shall be installed at each zone valve as art of an integrated drip zone threads showing at joints. Make joints u with pipe compound applied to less than five 5 ears. ( P gr P B. On completion of each division of work, remove all debris, equipment pipe. g J J P P P P PP O Y kit) to ensure proper filtration. and surplus material and leave the premises in an orderly and neat c. Teflon Tape Sealer: 1/2-inch wide, used at all threaded joints. male threads only. fashion. B. Installer's Qualifications: Firms who have successfully completed E. Tree Bubbler Components: B. Poly-pipe and Fittings: Thick walled polyethylene pipe specifically 3.4 CONTROL VALVES execution of a minimum of five (5) contracts involving the installation of Rainbird 1402 Bubbler 3.8 PROTECTION designed for connection of irrigation sprinklers to lateral lines. Fittings irrigation and piping work similar in size and scope to that required for shall be those specifically designed for use withpoly-pipe. A. Install complete with valve boxes automatic control valves as indicated this project. Such experience should be able to be demonstrated through E. Control Wires: 24-Volt solid wire, UL approved for direct burial in Contractor shall be responsible for work until finally inspected, tested and P Y on Drawings and Details. references. ground. Minimum wire size shall be 18 gauge. All wire to be Paige wire accepted. After delivery, and before and after installation, protect work 2.2 VALVES or approved substitution. against theft, injury or damage. Protect open ends of work with B. Provide threaded union at each automatic control valve. C. Codes and Standards: temporary covers or plugs during construction, to prevent entry of REFERENCE ONLY A. Install all valves except quick couplers in the specified boxes. 1. Comply with all applicable state and local ordinances and codes. F. Expansion Curls: Expansion curls shall be provided within three (3') feet obstruction material. WMAPPROVED WITH THIS PERMIT 3.5 SPRINKLER HEADS 2. All materials and work shall meet the requirements of the A.W.W.A., of each wire connection to solenoid and at least every three hundred B. Gate Valve: as specified on plans A.S.S.E. and the USC Foundation for Cross Connection Control. (300') feet in length. (Expansion curls are formed by wrapping at least A. Install complete sprinkler heads as indicated on Drawings and Details. five (5) turns of wire around a rod or pipe 1" or more in diameter, then END SECTION C. Quick Coupler Valves: Nibco T-17 or approved equal. 1. 4 SUBMITTALS withdrawing the rod). B. All sprinklers shall be installed on an adjustable riser assembly (double D. Remote Control Valves: Rainbird 100-PESB-PRS-D & swing joint) assembled by the use of at least three (3) street ells as A. Product Data: Submit manufacturer's technical product data and G. Sleeves for Irrigation Pipe: Where necessary and where indicated on 150-PESB-PRS-D remote control valves or approved equal. Size as noted indicated on the construction detail. installation instructions for all irrigation system materials and products. drawings, pipe or as otherwise approved by the Project Consultant. To be on Irrigation Plan. two (2) times the O.D. of sleeved pipe. C. Install sprinkler heads of types, sizes, and coverage called for in the B. Record Drawings: At project closeout, submit record drawings of E. Manual Drain Valve: as specified on plans irrigation legend, at the locations shown and as indicated on drawings. It installed irrigation system piping and products, in accordance with H. Valve Boxes: Valve boxes shall be of appropriate size and type for Sheet Title: shall be the responsibility of the Landscape Contractor to ensure complete requirements of Division 1. SPECIFICATIONS P $' P P q valves specified or as otherwise indicated on the drawings. 2.3 AUTOMATIC CONTROL EQUIPMENT irrigation coverage. C. Maintenance Data: Submit maintenance data and parts lists for irrigation L Drains: Air hose connections of approved design shall be provided for A. Automatic Controller: Rainbird ESP-LX Modular Controller, with D. All sprinkler heads shall be set perpendicular to the finished grade unless system materials and products. Include these data, product data, shop winterizing at several locations so that the entire system can be drained Sheet No.: L D 0. 1 additional modules to accommodate 24 valves. In outdoor enclosure. otherwise indicated on the plans or construction details. drawings and record drawings in maintenance manual, in accordance SECTION 32 9113 - SOIL PREPARATION ability to complete the work, and shall locate and confirm 1.1 RELATED DOCUMENTS completion. ' the locations of all underground utility lines and structures PART 1 - GENERAL prior to starting any excavation in the area to receive Structural Soil by calling local utility agencies. The A. Drawings and general provisions of the Contract, including PART 3 - EXECUTION 1 .1 SECTION INCLUDES Contractor shall be liable to repair any damage to General and Supplementary Conditions and Division 1 PART 2 - PRODUCTS underground utilities or structures caused by their activity Specification sections, apply to work of this section. Z A. Soil preparation and amendments as indicated on drawings 3. 1 EXCAVATION p p g during the progress of this work, at their own expense. 2. 1 GENERAL PLANT REQUIREMENTS and specifications Excavate pit with sloping sides, to two times diameter of U 1 .2 RELATED SECTIONS B. Structural Soil shall only be installed after the installation of 1 .2 SUMMARY A. root ball or roots stem and not less than 6 inches deeper for all walls curbs footings and utility work in the area has A. Provide healthy nursery stock, well branched and rooted, full y p A. Section 32 9300; Plants been completed. For site elements dependent on the A. Requirements for Nursery Stock foliage when in leaf, free of disease, injury, insects, weeds shrubs and twelve inches deeper for trees. U O 1 .3 SUBMITTALS Structural Soil for foundation support, postpone installation and weed roots. Do not use cold storage plants. All plants to be checked for quality according to both size until immediately after the installation of the Structural Soil. B. Inspections and supervision. specifications and general health of plants before they are 3.2 PLANTING TREES AND SHRUBS A. Quantity certifications of fertilizer, topsoil, compost mulch, The Contractor shall be responsible for any and all damage and bark mulch delivered to site. caused by the installation of structural soil and all disturbed taken off of delivery trucks for every delivery. B. Sample of topsoil to Landscape Architect for approval prior areas shall be restored to their original condition, to the 1 .3 RELATED SECTIONS A. Compact prepared soil mix and float landscape areas to to delivery to site. satisfaction of the Landscape Architect. B. Root Protection: perimeter elevations indicated on Drawings. Slope planting A. Section 31 1316 - Selective Tree & Shrub Removal areas with 6-inch crown or 2% minimum slope. C. Sample of compost prior to delivery to site. 1 . Large plants (B & B) balled and burlapped with natural D. Sample of premixed Structural Soil to Project Forester for C. The Contractor shall excavate and compact the proposed ball of size to ensure healthy growth. approval prior to delivery to site. subgrade to the required depths and dimensions indicated on B. Section 32 8423 - Irrigation Systems 2. Small plants container grown furnished in removable B. Root ball Base: Place 6 inch minimum lightly compacted YT the drawings or as directed in the field by the Project containers or integral peat pots well rooted to ensure layer of prepared planting soil under root system. Remove 204 E. Copy of State Landscape Contractors license prior to Forester. Do not over excavate compacted subgrades of healthy growth. the pots of container grown plants and loosen the roots prior % commencement of work. adjacent pavement or structures. Confirm that the subgrade C. Section 32 9113 - Soil Preparation to planting. a. Grow container plants in containers from six months A. is at the proper elevation and compacted as required. The to two years prior to delivery, with roots filling OP6FMN QUALITY ASSURANCE Q 1 .4 excavation shall be cleared of all construction debris, trash, rubble, and foreign material. 1.4 QUALITY ASSURANCE container but not root bound. C. Plant upright and face to give best appearance or pE A. All Structural Soil shall be mixed using appropriate soil relationship to adjacent plants and structures. measuring, mixing, and shredding equipment of sufficient D. Install the first six inch (6") lift of Structural Soil mix over A. Field Superintendent: Provide one person who shall: C. Plant Names: Plants to be true to name and one of each �,.�� capacity and capability to assure proper quality control and the prepared subgrade. Install succeeding layers in six inch 1. Be present at all times during execution of work in this bundle or lot to be tagged with common and botanical name D. If plant is balled and burlapped, cut twine and burlap away consistent mix ratios. (6") lifts and compact each lift. Compact all materials to not Section. and size of plants in accordance with standards of practice from the top of the root ball and pull burlap away from sides M A C D O N A L D ENVIRONMENTAL PLANNING, P£ less than nine five percent 95% of peak density from of the American Association of Nurserymen and to conform of the root ball. The burlap may be removed or placed in the �AM.� 97223 B. Structural soil must be mixed in the presence of the licensee, ninety P ( ) P dry ty 2. Be familiar with the materials and best methods for to Standardized Plant Names. 1942 edition, published by J. bottom of the plant pit so that no more than the bottom '/4 of hf 60-224-1235 rW`W..E,4W_C0M and no soil shall be placed until inspected by the licensee. a standard AASHTO compaction curve (AASHTO T 99). installation. / No compaction shall occur when moisture content exceeds Horace McFarland Company. the root ball is covered. No mixing of Structural Soil on site is permitted. p 3. Direct work performed under this Section. C. Structural soil components and the finished mixture shall be the maximum listed herein. Delay compaction at least 1. Botanical names shall take precedence over common twenty four (24) hours if moisture content exceeds the names. E. Cut off cleanly all broken or frayed roots. ANDERSON protected from excess water absorption and erosion at all maximum allowable, and protect the Structural Soil during B. Government Inspection: plants and planting materials to D A B R O W S K times.excess not store materials unprotected from rainfall. nor delays in compaction with plastic or plywood, as directed by meet or exceed the specifications of federal state and county ARCH I TE C T S allow excess water to enter the site prior to compaction. the Forester. • • 2.2 PLANT MATERIALS F. Place and compact prepared planting soil carefully to avoid laws requiring inspection for plant disease and control. p p p p g y L L C D. The licensed Structural Soil producer shall add soil injury to roots, fill all voids and air pockets. amendments to alter soil fertility, including fertilizer and pH A. Listed on Drawings adjustment at the rates recommended by soil test results. E. Structural soil shall be installed to the depths indicated on C. Industry Standards: Quality definitions, grading tolerances, E. The Contractor shall mix sufficient quantity in advance of the drawings. and caliper to height ratios to be no less than minimums G. When planting hole is three-fourths filled, place planting the time the material is needed at the job site to allow specified in American Standards for Nursery Stock, 2.3 PLANTING SOIL MATERIALS tablets evenly spaced around each plant in the following A) adequate time for the required quality control testing. F. Prior to placing pavement or planting mix, the Structural published by American Association of Nurserymen, Inc., quantities per Plant:ANSI 260.1-1973. 1 . Gallon container shrubs up to 12 inch spread: two 10 Portland Office: Storage piles shall be protected from rain and erosion by Soil provider and the Forester shall check the Structural Soil A. Topsoil: Clean fertile friable natural loam or obtained 1430 SE 3rd Ave, Ste 200 covering with plastic sheeting. material for consistent with the color and texture of the 1 . Standard reference may be obtained from publisher. gram tablets. Portland, OR 97214 y from existing material on site, free of debris, roots, stones, T: (503) 239-7377 weeds and grass. Obtain Landscape Architect's approval of approved sample supplied by the Contractor. In the event 2. Shrubs 12 inch to 36 inch spread: four 10 gram tablets. F: (503) 239-7327 1.5 PRODUCT DELIVERY that the material supplied varies significantly from the D. Landscape Contractors License: Contractor to be licensed in topsoil prior to placement. 3. Shrubs 36 inches and larger spread: three 21 gram approved sample, the Forester may request that the the state where the project is located. tablets. A. Do not mix or transport structural soil when rain is expected. Contractor test the installed Structural Soil. Any mix which Place pavement or planting bed mix immediately after varies significantly from the approved testing results, as B. Compost Mulch: Fine Compo-Stuff by McFarlane's Bark, www.ADarchitects.com determined by Forester, shall be removed and new Structural 1 .5 SUBMITTALS Inc. Phone 503 659-4240 ora roved equal. H. When hole is 4 inches deep, fill with water and let stand placing and compacting structural soil to prevent excessive ( ) pp q until water is absorbed b Soil. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND Soil installed that meets the specifications. y PLANS SET FORTH ON THESE SHEETS ARE OWNED BY hydration. AND ARE THE PROPERTY OF ANDERSON DABROWSKI 1 . Fill to finish grade and provide 2 inch depressed water SAID ARCHITECTS,S,LLC. ANY TIONS,IDREUSE, .DESIGNS. OF SAID PLANS.REPRODUCTIONS.IDEAS.DESIGNS.ANDpR A. Plant Material Procurement List: Contractor shall submit ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 1 . No Structural Soil shall be mixed or placed In the air C. Organic Commercial Fertilizer: OF ANDERSON DABROWSKI ARCHITECTS,LLC.IS 3.2 PREPARATION OF PLANTING BEDS the list of plant names sizes quantities of materials basin at each Shrub and Tree. Initial watering-in of trees PROHIBITED BYLAW. temperatures below 40OF or delivered or placed in p ' q 1. Fertilizer shall comply with Oregon State fertilizer laws and shrubs by underground sprinkler system is not frozen, wet or muddy conditions. purchased/procured for project. ' permitted. RED ROCK CENTER A. Remove or spray as required to eradicate noxious weed be uniform in composition, dry, free flowing, organic P BUILDING B 2. Material shall be delivered at or near optimal compaction and acce table to Landsca e Architect. SW 72ND AVE AT SW DARTMOUTH ST p p growth and roots including Johnson grass, Crabgrass, 1� P TIGARD, OR moisture content, as determined by AASHTO T 99 Morning Glory, Rushgrass, and Canadian Thistle. Kill 1 .6 PRODUCT DELIVERIES, STORAGE AND HANDLING 2. Standard approved brand, delivered in original I. Stake and guy trees immediately after planting. (ASTM D 698). achieved by working soil is permissible. containers, dry and free flowing, bearing guaranteed 3. No material shall be delivered or placed in an PERMIT SET B. Remove stones, mortar, concrete, asphalt, rubbish, debris, A. Delivery: Notify Landscape Architect of delivery schedule analysis of manufacture. 3.3 FIELD PRUNING Revisions: excessively moist condition, beyond two percent (2%) and an materials larger than 2" harmful to plant life from so plant materials may be inspected upon job site delivery. o o above optimal compaction moisture content, as y g p a. 20/o nitrogen(N) - 10/o phosphoric acid(P) - 10% planting areas. - Remove unacceptable products immediately from job site. potash(K). determined by AASHTO T 99 (ASTM D 698). ° o A. Prune trees and shrubs to remove damaged branches, C. Apply organic commercial fertilizer, 16 /o nitrogen - 16 /o b. 20% N - 10% P - 5% K controlled release, 10, 21 improve natural shape and thin not more than 15% of B. Deliver fertilizer to site in original unopened containers, phosphoric acid - 16% potash (with 50% of Nitrogen slow B. Storage and Handling: Protect products against damage or am tablets A form . Date: 05.16.13 each bearing manufacturer's guaranteed analysis. gr ( � ) branches. release) at a rate of 7 lbs. per 1000 s.f. See SECTION 32 dehydration. Cover plant roots and root balls with soil or 9000 PLANTS for additional information. other accepted material upon job site delivery, if not to be c. 16% N - 16% P -16% K. scar: "a Project No.: AD13108/323101 D. Place four (4) inched of topsoil in planting. planted within four hours. Store Plant Materials in shade B. Paint cuts more than 1/2" in diameter with pine tar. File Name: 1.6 PROTECTION and protect against harmful weather until planted. Maintain E. Spread compost mulch at a minimum depth of three (3) p g p D. Planting Tablets: "Agriform" 10 and 21 gram tablets, Drawn By: BR A. Protect utilitylines storm drainage lines site improvements, inches in all planting beds. Till into topsoil to a minimum Plant Materials not to be planted within four hours. 20-10-5 as manufactured by Agriform International Checked By: LMB � g � P � P g P 3.4 BARK MULCHING and underground sprinkler system during rototilling. depth of 12 inches. Chemicals, Inc., Newark, California or approved Jurisdiction Approval: F. Compact prepared soil mix and float landscape areas to 1.7 PROTECTION perimeter elevations providing for proper drainage. Sloe A. Apply three (3) inch layer of Bark Mulch over all planting PART 2 - PRODUCTS p p g p P g ' p E. Lime: Dolomite lime, calcium magnesium carbonate. beds within two days after planting. planting areas with 6-inch crown or 2% minimum slope. A. Protect Existing Site Improvements: Verify location of Grade of planting area soils should be 2" below the top of underground facilities prior to doing work. Protect active 2.1 SOIL MATERIALS: curbs, walks, or walls. . gr p g F. Bark Mulch: Free from noxious weed, seed and all foreign B. Reinstall Plants not located as indicated on Drawings. service lines whether indicated or not. Repair and make material harmful to plant life. Mulch shall be shredded Fir or A. Structural Soil G. Soil preparation may be diminished or modified in areas good any damage to service lines or improvements caused Hemlock bark, maximum size to pass 3/4" mesh screen. where excavation and cultivation would adversely impact by planting operations. 1 . ComC. Reshape finish grade and remove excess materials from the C. Bark Mulch 1.8 WARRANTEE directed B. Compost Mulch existing underground utilities. po Stuff as listed above is a pproved for Bark Mulch site as did b Landscape Architect. locations. y p D. Organic Commercial Fertilizer 5 CLEAN-UP- 3UP E. Lime END OF SECTION G. Stakes and Guys: Provide stakes and dead men of sound REFERENCE ONLY A. Plant materials must be in healthy condition at the end of new hardwood, treated softwood, or redwood, free of No'r APPROVED MTx TWS PERMIT one (1) growing season. knotholes and other defects. Provide miscellaneous A. Keep premises reasonably clean and tidy at all time. PART 3 - EXECUTION Hardware, Wire and accessories as shown on details. Remove all debris, equipment and surplus materials on SECTION 32 9300 - PLANTS B. Replace unhealthy plants as directed by the Landscape completion of work and leave the premises in an orderly and 3. 1 INSTALLATION OF STRUCTURAL SOIL Architect. H. Tree Paint: Treeheal or approved equal. Use paint, which is neat fashion. Sheet Title: SPECIFICATIONS PART 1 - GENERAL waterproof, antiseptic, adhesive, elastic and free of A. Contractor shall notify the Landscape Architect of any Kerosene, Coal tar, Creosote and other substances harmful subsurface conditions which will affect the Contractor's C. Warrantee begins at date of certificate of substantial END OF SECTION Sheet No.: to Plants. LD 0.2 SW DARTMOUTH STREET FH (E,FH D LEGEND ZLI — DECIDUOUS TREE TO REMAIN iT 1 II II CONIFEROUS TREE TO REMAIN / 1 BUILDING B - - BUILDING A 3 i 8,150 SQ FT 11 ,115 SID FT DECIDUOUS TREE TO BE REMOVED MEDICAL OFFICE - 4,075 1 MEDICAL 1 / RETAIL - 4,075 OFFICE - 11 ,115 �� a CONIFEROUS TREE TO BE REMOVED 66 1 I - , - I LISTED ON JANUARY 2008 SURVEY BUT NOT EXISTING AT TIME OF �\ @#7 1cA6 = I I I I ARBORIST'S REPORT 1r�11 �1 • . ' SHOWN ON 1999 SURVEY BUT NOT N "of - !� 1 I cl=96 r. - -- � LU EXISTING AS OF JANUARY 2008 SURVEY FF 1 I I & SURVEYOR'S OR ARBORISTS 049 1 \_ z + 3062 VANPCOL k INVENTORY TAG NUMBER LT 1 I I \ ARBORISTS TAG WHEN TREE IS n 17 IN GOOD CONDITION AND 12" _ 1 Q I + 3062 15 GAUGE OR LARGER-SIZE IN PARENTHESES-TREESW/O r ( 700 002 SIZE INDICATED ARE UNDER 12" 1 TREE PROTECTION FENCING r.- -A011 I f� � � ()'RE60N 1 aFH I o`� o is GENERAL NOTES: 03 1 I ARBORISTS SURVEY AMENDED TO ` 1 DISTINGUISH BETWEEN TREES TO BEMACDONALD REMOVED AND THOSE TO REMAIN ENVIRC7S*€MENTAL PLANN9NG, PC 1 1 PORTLAND.OR 41223 1 I TREE PRESERVATION NOTES: Fft 563-224-'22�NEP.PC.COI4 (361 1. PRESERVED AND RETAINED TREES ARE TO BE I� 19 1919 I PROTECTED FROM CONSTRUCTION ACTIVITIES BY STURDY FENCING. THE FENCING MATERIAL SHALL No/� BE HIGHLY VISIBLE, 6-FEET HIGH, WIRE NO-CLIMB ANDERSON FENCING,ATTACHED SECURELY TO METAL FENCE D A B R O W S K G / I POSTS DRIVEN INTO THE GROUND AT 6-FOOT J INTERVALS. THIS FENCING IS TO BE MAINTAINED ADEQUATELY ALL DURING CONSTRUCTION SO AS TO ARCHITECTS PREVENT ENTRY INTO THE PROTECTED AREA. 1 2. TREE PROTECTION DEVICES SHALL BE INSTALLED TO L L C PROTECT THE ROOT ZONES OF TREES LOCATED ON 1 I ADJOINING PROPERTIES IF ANY TYPE OF ACTIVITY WILL BE DISTURBING THE CRITICAL ROOT ZONE. 1 ❑ L 3. EQUIPMENT, VEHICLES, MACHINERY, DUMPING OR 1 I STORAGE, OR OTHER CONSTRUCTION ACTIVITIES, BURIAL, BURNING, OR OTHER DISPOSAL OF CONSTRUCTION MATERIALS SHALL NOT BE LOCATED _ INSIDE OF ANY TREE PROTECTION DEVICE. 1 4. ALL TREE PROTECTION DEVICES SHALL BE: Portland Office: A. VISIBLE B. WELL-ANCHORED 1430 SE 3rd Ave, Ste 200 C. APPROVED IN THE FIELD BY THE Portland, OR 97214T: 503 239-7377 PUBLIC WORKS DIRECTOR OR DESIGNEE ) i BOJ PRIOR TO CLEARING, GRADING, OR THE F: 503) 239-7327 I 11 BEGINNING OF CONSTRUCTION. +1 03 ( x ?+1360 + 64 / 5. MITIGATION CALCULATIONS ARE IN ACCORDANCE t0 -40 - V + ( 1 155 WITH SECTIONS 18.790.030B, 18.790.060D AND O1 Cb 18.620.070 OF THE TIGARD MUNICIPLE CODE. r + 18 1.. 'A 1 94 _ — -- 6. SEE SHEET LD3.0 FOR MITIGATION DETAILS. www.ADarchitects.com r 06 + 7. TREE PROTECTION DEVICES REFLECT PHASE 3DEVEL _ 1 87 COMPLETE I MENT; TREE LINEWIEGHTS REPRESENT+ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY E SITE DEVELOPMENT ADCORRESPOND ALL IDEAS,DESIGNS,ARRANGEMENTS DRAWINGS,AND (7.007 TO MITIGATION CALCULATIONS,WHICH ARE FOR THE AND ARE THE PROPERTY OF ANDERSON D OWSKI ENTIRE SITE. ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF - SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR I ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION .13J 8 OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS I PHASE 3 NOTES: PROHIBITED BY LAW. 435'x• •' �' � . ,. 1353 1350 ; 1. MITIGATION CALCULATIONS ARE IN ACCORDANCE RED ROCK CENTER WITH SECTIONS 18.790.030B, 18.790.060D AND 7 1320 4. 18.620.070 OF THE TIGARD MUNICIPLE CODE,AND BUILDING B UNLESS OTHERWISE INDICATED,APPLY TO OVERALL SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR '•••, ,. SITE DEVELOPMENT AS APPROVED BY THE CITY OF TIGARD PDR 2010-00002. 13 1 21 321 2. SEE SHEET LD3.0 FOR TREES PREVIOUSLY INSTALLED IN PHASE 2 WHICH SHALL REMAIN AND ALSO REQUIRE PROTECTION AS PART OF PHASE 3. PERMIT SET 1 22 Revisions: • + V 3. SEE SHEET LD3.0 FOR MITIGATION DETAILS. .132 1 23 I 4. TREE PROTECTION DEVICES REFLECT PHASE 3 + DEVELOPMENT; TREE LINE WEIGHTS REPRESENT .1 339. COMPLETE SITE DEVELOPMENT AND CORRESPOND ;. TO MITIGATION CALCULATIONS. . ' + 38 5. PHASE 3 TREE REMOVAL: .13 . TREES TO BE REMOVED -0 Date: 05.16.13 4•, ` 6. OVERALL SITE MITIGATION CALIPER INCHES TO BE Scale: 1"=20'-0" ` INSTALLED AS PART OF PHASE 3: 90.5 ' I Project No.: AD 13108/323101 File Name: ' +y1 41 Drawn By: BR I MITIGATION CALCULATIONS FOR OVERALL SITE: Checked By: LMB I ` TREES CALIPER INCHES Jurisdiction Ap royal: `1 TOTALTREES IDENTIFIED BYSURVEYOR-177 �'] 1 TOTAL TREES INDENTIHED BY SURVEYOR TO r 1 IS108 HAVE CALIPER OF 12"OR MORE 34 639 �~.•'•✓J 'TOTALTREES I2"CALIPER OR GREATER EXIS71NG ON 03.1 ARBORISTS REPORT 25 458 I + 1 07 .2 PLUS TOTAL MISSING TREES 12"CALIPER OR GREATER 9 181 Qzp .TOTAL TREES 12"CALIPER OR GREATER '... 34 639,. '.'NOTE-All TREES WITH A CALIPER 12"OR GREATER WILL BE REMOVED AS PART OF THIS DESIGN,AND ARE INCLUDED IN THE FOLLOWING CALCULATIONS: 03 `1 3) TREES 12"CALIPER OR GREATER TO BE REMOVED&MITIGATED 34639 - - + 1 44 LESS TREES MITIGATED IN WETLAND 2 .... 31 'LESS TREES MARKED ASEXEMPT BYARBORIST 6: 132. NET VIABLE TREES 12" CALIPER OR GREATER + 1 45 TO BE MITIGATED 26 476 INCHES MITIGATED-SEE LANDSCAPE PLAN - 498 REFE"R�+�[�� `" E ON +v NOT APPROVED WITH THIS PERMIT TREE MITIGATION PLAN - PHASE 3 0- / - 3 Sheet Title: TREE MITIGATION PLAN SCALE: 1 " = 20' 14 Sheet No.: LD 1 .0 PAVEMENT �1 r _. C _ II II II „ .I! I ....... „ II it 11 - - - - - - - - - - Jlt:llll - CLASS 200 PVC SLEEVE---,,",, / IIII r U FOR LATERAL LINEr/� I f f III I; I it f f II L. r. / ' � SCHEDULE 40 PVC SLEEVE BUILDING B FOR MAINLINE, TWO SIZES IIII �` CONNECTO EXISTING: v LARGER THAN MAINLINE CONTROLLER. VERIFY LOCATION OF EXISTING CONTROLLER WITH GC; NOTES: 1 . SLEEVING ON PLANS IS SHOWN DIAGRAMATICALLY. SLEEVES ARE SIDE BY SIDE IN SAME TRENCH AND MAY DIFFER IN ACTUAL FIELD CONDITIONS. - 2. ALL SLEEVES TO EXTEND A MINIMUM OF 12" BEYOND PAVING OR CURB i + INTO PLANTING BEDS. 3. INSTALL A 1/4" NYLON PULL CORD EXTENDING 5' BEYOND SLEEVE ENDS, BOXES WITHIN PAVED CAP ENDS AND MARK EACH SLEEVE WITH A METAL T POST PRIOR TO SEATING AREAS FOR INSTALL JUNCTION00, BACKFILLING. � l LARGE ENOUGH TO CONTAIN MAINLINE AND 2 LATE - _ CONNECTIONS I \ \ 4. INSTALL 1 PVC SLEEVE FOR MAINLINE AND 1 PVC SLEEVE FOR LATERAL LINE(S),IF SLEEVES INSTALLED BY BORING, THE MAIN SLEEVE SHALL BE RAL LINES. + I 1 ATERAL LINES SHOWN IN PAVED AREAS VI vm. IRRIGATION SYSTEM 5. PERMANENTLY MARK CURB OR PAVEMENT BY SAWCUTTING OR SCORING It l FOR VISUAL CLARITY ONLY. PLACE IN \ �� FINISH SHRUB BED GRADE PLANT BEDS WHERE POSSIBLE. I 1 AN "X" IN THE CONCRETE AT THE LOCATION OF THE SLEEVE. SPRAY HEADS f_ CONNECT BASTING SEE CIVIL DRAWINGS FOR MORE III 1 . SLEEVE UNDER PAVEMENT - INFORMATION REGARDING SLEEVING LOCATION. OCATMAINLIN N. DRAINVALVE \ IIII , LOCATION. 'REPL4CEBRAIN r p LOCATIONS THROUGH GRAVEL WALK � r FINISH LAWN GRADE IIII VALVE WITH ISOLATION /' t SCALE: NTS , IIII VALVE AT P�OINTClF RC SCHEDULE 40 P.V.C. STREET ELLS gam.. ti III CONNECTION. -.----,,., 11 x 17 VALVE BOX, INSTALL til II O -.li FLEXIBLE 'FUNNY PIPE � � l4✓ 'r IIII � (Length as Required) i III I ' ExISTIN INLIN FLUSH WITH FINISH GRADE 1I ( 1a DRIP SLEEVI G 6 SCHEDULE 40 P.V.C. STREET ELLS III li �I BALL VALVE, SEE LEGEND II 1T 75- LATERAL IIII I j ? FINISHED GRADE FOR SPECIFICATION I_I ! II,I III CLAS001P.V.C. - - - - f� - --- ----....- ----� ------- 2. POP-UP SPRAY SPRINKLE t I , No PAVED AREAS!FOR MPONSUALCLOWNIN �l SPRAY SPRINKLER _yo ONLY. PLACE I PLANT BEDS WHERE EvtG PORTLAND,OR 97223 17 16 15 14-Tree POSSIBLE. #4 8 at. PLANNING, 4e: - - - - rarse3-22+-+2�=wWw.IyEe_Peeoet - - MAIN LINE DEPTH 33 2" 36 2" 2" 22 1" AS PER SPECS. 11" X 17" VALVE BOX, AUTOMATIC FLOW PVC MALE ADAPTER INSTALL FLUSH W/ FINISH CONTROL VALVE GRADE. CONTROL WIRE & SPARES FINISH GRADE w/2 I.f. COILED IN BOX SUPPORT VALVE BOX WITH � _ -- -- I ; (4) FOUR BRICKS TYP. I - - � ANDERSON GALV. UNION ( I =i ! I DABROWSKI SECTION VIEW - N.T. NIPPLE ARCHITECTS INSTALL 3" DEPTH MIN. OF 3/4" PVC BUSHING �� . LLC DRAIN ROCK IN BOTTOM OF MAINLINE ✓ VALVE BOX 11 FLOW BUILDING C _ I MAIN LINE FUTURE PAD SITE VALVE BOX CONTROL WIRES - AND SPARE, TAPE I �� ■ BALL VALVE (SIZE TO TO BOTTOM OF PLAN VIEW - NIT S. MATCH MAIN LINE SIZE) MAINLINE -TYFt-. r SUPPORT VALVE BOX PVC S X TH ADP. WITH (4) BRICKS-TYP. \ NOTES: PVC UNION INSTALL 3" DEPTH MIN. OF 3/4" DRAIN Portland Office: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE MIN. 4 PVC SCH. 80 ROCK IN BOTTOM OF VALVE BOX. NIPPLES BOTH ENDS 1430 SE 3rd Ave, Ste 200 INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. ( Portland, OR 97214 INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE NOTE: of VALVE) INSTALLATION AT MAIN LINE DEPTH. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. BUSH DOWN TO VALVE T: (503) 239-7377 SIZE AT VALVE ONLY IRRIGATION PLAN - PAD B F: (503) 239 7327 3 ISOLATION VALVE 4. REMOTE CONTROL VALVE SCALE: 1" =20' SCALE: NTS SCALE: NTS IRRIGATION LEGEND S P RAY HEAD LEGEND RAINBIRD 5 SERIES MPR2 ® POINT OF CONNECTION OPTIMAL OPERATING STREAM BUBBLER (5Q B) 1 3 EXISTING CONTROLLER MODEL # DESCRIPTION PRESSURE www.ADarchitects.com NOTE: 4" X 36" PERFORATED [J JUNCTION BOX ALL SPRAYHEADS TO BE INSERTED ONTO RAINBIRD 1806 POPUPS All IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 1 . INSTALL AT LOWEST POINT ON POLYETHYLENE PIPE 4 Q 90 RAINBIRD MPR 5 SERIES AND ARE THE PROPERTY OF ANDERSON DABROWSKI \ \ L----------------J DRAIN VALVE p 30 PSI ARCHITECTS,U.C. ANY USE,REUSE,OR DISCLOSURE OF MAINLINE \\\a\ e 180 SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR 3/4" PVC PIPE �/ GATE VALVE ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION ® ® 90 RAINBIRD U8 SERIES OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS 2. USE RECTOR SEAL NO. 100W PIPE 30 PSI DOPE ON ALL THREADED & ELBOWS PROHIBITED BY LAW. CONNECTIONS. 6 7 8 9 D4 ISOLATION VALVE ® 180 - RAINBIRD PESB-PRS-D, REMOTE CONTROL VALVE O 360 RED ROCK CENTER _ SEE PLAN FOR SIZES 090 RAINBIRD U10 SERIES 30 PSI BUILDING B VALVE MARKERO 120 � RAINBIRD XCZF-175-PRF, DRIP CONTROL ZONE KIT e 180 SW 72ND AVE AT SW DARTMOUTH ST FINISH GRADE o 00000 000°0°0 0o G 270 TIGARD, oR °�Oo00� g�0 10 E) QUICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL) O 360 I 4" PVC IRRIGATION SLEEVE o 0 00 00 0 0 O -11 ii CONNECTS BACK TO LATERAL LINE O)o000 J d�0 _ _ _ _ 3" PVC SLEEVE (390 RAINBIRD U12 SERIES 30 PSI 2 P.V.C. SLEEVE o o Oo Oo 0 0 120 II II oO�o�0Oo000 1 1 PVC TO 112" POLY TUBING CONNECTION I I I -1I I I I I 8 180 PERMIT SET MAINLINE 3/4 PVC PIPE ■ " 2" SCHEDULE 40 MAIN LINE 270 Revisions: ( - I & ELBOWS O PLANT MATERIAL O BARB X FEMALE THREAD CONNECTOR: E� 0 360 3/4" CLASS 200 PVC LATERAL LINE I SCH. 40 GALV. NIPPLE RAIN BIRD XFD-TFA FITTING O 90 RAINBIRD U15 SERIES 30 PSI .. :..... O SUBTERRANEAN EMITTER BOX: 1" CLASS 200 PVC LATERAL LINE - - 2 CU. FT. GRAVEL SUMP TREE TRUNK d 180 RAIN BIRD SEB 7XB O7 Y2" BLANK DRIPLINE TUBING: 4 1 1/4" CLASS 200 PVC LATERAL LINE e 270 II - 1 1/2" CLASS 200 PVC LATERAL LINE - 4" BLACK REMOVABLE PVC RAIN BIRD XF SERIES '�� o RCS/ RAINBIRD 15 STRIP SERIES 30 PSI _ ...... . O FINISH GRADE _ _ _ _ _ _ _ CAP (TYP.) STATION NUMBER o SST 05.16.13 .. ...... ..... .._.. __. _.... ...... _ O BARB X MALE THREAD CONNECTOR: 5 Date: TREE ROOT BALL4 • RAINBIRD 5 SERIES MPR 30 PSI Y2" AIR RELIEF VALVE: RAIN BIRD XFD-MA FITTING 22 1.5 STREAM BUBBLER - #5Q-B scale: AS SHOWN 5. MANUAL DRAIN VALVE 6. TREE BUBBLER DETAIL RAIN BIRD ARV-12 VALVE SIZE SEE DETAIL 6 Project No.: AD13108/323101 TO BE INSTALLED AT HIGH POINTS IN O9 PVC TEE CONNECTED TO PVC HEADER GPM RAINBIRD XFS SERIES SUB-SURFACE DRIPLINE: SCALE: NTS SCALE: NTS DRIP ZONE PIPE ��., File Name: O IRRIGATION NOTES . SPACING 12 0.9 GPH EMITTERS Y2" X %" PVC REDUCER BUSHING 10 3" MINIMUM DEPTH OF Drawn By: BR 3Y4' WASHED GRAVEL Checked By: LMB 1 . LOCATION OF PIPES, SLEEVES AND VALVES 5. INSTALL JUNCTION BOXES FLUSH WITH FINISH 5 1 1 BRICK (1 OF 2) ARE SHOWN DIAGRAMATICALLY FOR CLARITY. GRADE IN LOCATIONS SHOWN. SEE CIVIL AND Jurisdiction Approval: LOCATE IN PLANTING BEDS UNLESS SLEEVING ARCHITECTURAL DRAWINGS FOR ADDITIONAL 7. AIR RELIEF VALVE IN XFS DRIPLINE IS SHOWN. INFORMATION. Ol EASY FIT COMPRESSION TEE: 1 2 3 4 5 1 RAIN BIRD MDCFTEE 2. KEEP ROOT DISTURBANCE OF EXISTING TREE 5. FIELD ADJUST HEAD RADIUS AND ARC FOR TO A MINIMUM. HAND EXCAVATE IF MAXIMUM COVERAGE WITHOUT O SUB-SURFACE DRIPLINE: NECESSARY. DO NOT REMOVE ROOTS OVERSPRAYING PAVED SURFACES; INSTALL RAIN BIRD XF SERIES DRIPLINE / - -1 �i�� ` LARGER THAN 1" DIA. WITHOUT CONSULTING VAN NOZZLES WHERE NECESSARY. POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE LANDSCAPE ARCHITECT. 6. EXTEND SLEEVES A MINUMUM OF 12" BEYOND i� INLINE DRIP EMITTER 3. CONNECT TO EXISTING SYSTEM AS INDICATED PAVING OR CURB INTO PLANT BEDS. O FINISH GRADE O EASY FIT COUPLING: 1 2 3 4 RAIN BIRD MDCFCOUP ON PLANS. PLANS MAY VARY FROM ACTUAL O TIE DOWN STAKE: RAIN BIRD 2 FLUSH CAP FOR EASY FIT O SUBTERRANEAN EMITTER BOX: AS BUILT CONDITIONS, COORDINATE WITH GC 7. REFER TO IRRIGATION SPECIFICATION FOR TDS-050 WITH BEND (TYPICAL) O COMPRESSION FITTINGS: RAIN BIRD SEB 7XB IN FIELD FOR EXACT LOCATION OF IRRIGATION ADDITIONAL REQUIREMENTS. O5 TURF FINISH GRADE OR SHRUB o 0 o Oo o NON-POTABLE: RAIN BIRD MDCFPCAP O5 SUB-SURFACE DRIPLINE: COMPONENTS. REFERENCE ONLY 0 1o� 00 RAIN RAIN BIRD XF SERIES DRIPLINE NOT APPROVED WITH THIS PERMIT NOTES: BED WITH MULCH NON-POTABLE: XFSP DRIPLINE 4. VERIFY EXISTANCE OF 5 COILED CONTROLLER ZONE SUMMARY 1 . PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. O 3-INCH MINIMUM DEPTH OF WIRES AT END OF MAINLINE INSTALLED IN ZONE NUMBER GPM VALVE SIZE 6 7 3/4-INCH WASHED GRAVEL PREVIOUS PHASE OF WORK. EXTEND WIRES 14 21.0 1-1/2" 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. NOTE: O BRICK (1 OF 2) TO NEW VALVES. CONSULT WITH LANDSCAPE 15 39.2 1-1/2" 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN 1 . ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ARCHITECT FOR LOCATION OF NEW 16 36.3 1-1/2" STAKES. ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. CONTROLLER IF WIRES ARE NOT PRESENT, OR 17 18 5..00 1-1/2" Sheet Title: IRRIGATION PLAN - PAD B 3/4" 8. XFS SUB-SURFACE DRIPLINE BURIAL 9. XFS SUB-SURFACE DRIPLINE FLUSH POINT WITH EASY FIT COMPRESSION FITTINGS IF THERE ARE LESS THAN 5 WIRES TO NTS NTS SUPPORT EXPANSION FOR THIS PHASE OF DEVELOPMENT. Sheet No.: LD 2 .0 SW DARTMOUTH STREET W \ • • • V o P O p-. _ = _ ....... �7 1 - - . BUILDING B f ..... .._ ... 1 II 'y 1 1 1 f • W - -_ - __ �• ..........-- - ! III 1 \ LJ 1 - p ' I . MAC T1 1; a XON - 1 MACDONALD [ - \ + E:NVIRC88. VIF14TAL PLANNING,. PC POA't1.ANO,OR 97223 - - �.-_-- 1 + + + + NOTES: - - 1 � I II ANDERSON 1. SLOPES VARY-SEE CIVIL DRAWINGS � 4D A B R O W S K 2. STRUCTURAL SOIL UNDER GRAVEL WALKWAY ARCH I T E C T S TO BE 2'-8"IN DEPTH. SEE SPECIFICATIONS + I 3 G 6 C1 J FOR ADDITIONAL INFORMATION. D3. r L L C TREE TIES STRAP TYPE _ _ _ - "GRO-STRAIGHT' , 2-2" X 2" X 8' P.T.D.F. + : - M_�.,__�___- - )11 STAKE, CONSTRUCTION GRADE II Q 1 RETAINING WALL, !1 OPEN BURLAP ABOUT TRUNK SEE CML DRAWINGS FOLD BACK AND UNDER a II GRAVEL WALKWAY BUILDING C - -------------------- 2" DEEP RAINWATER COLLECTION D3 + Portland- BASIN. THOROUGHLY WATER IN. FUTURE PAD SITE El 1430 SE 3rd Office: Ste 200 MULCH TO GRADE eee Portland, OR 97214 3" BARK MULCH WHERE SPECIFIED -I T: (503 239 7377 RETAINING WALL, GRAVEL WALKWAY 2 - SEE CML DRAWINGS D31 - ,,III F: (503 239-7327 sTRUCTURAL SOIL 1 11I WHERE SHOWN ON PLANS _ell I��I a y � I 521 www.ADarchitects.com OD M-18 11 I TREE PLAN PHASE 3 ��, /\..;. /�, �./\ r / .� % /�< `Y:' Y f-,i;.-t f` .,..:�\ • / \\ '/�, '� / - ( q ALL IDEAS,DESIGNS,ARRANGEMENTS, NDABRDRAWINGS,AND . / j ,/ y •/ /`, y/ ,. +-�)->_� ' -r'S-2/ f ./ �� / ... � , I PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI SCALE: 1"=20' ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF z SAID PLANS,REPRODUCTIONS,/ - T v I {{ - 1 TREE MITIGATION DETAILS- PHASE 3 - I- - { - {I ( { (I 1 - PLANT NOTES: TREE PROTECTION NOTES: LEGEND ARRANGEMENTSOF ANDERSON DABROWSK AR CHITECTS,TEOTS PERMISSION 50N,DESIGNS, R 11 II 1 II_ ill I7 ii _ II I I II II 1_..i (( PROHIBITED BYLAW. {I I ._ {1 I {( { {:: NEW TREES CALIPER QTY INCHES TOTAL 1. REMOVE INVASIVE/NON NATIVE SPECIES PLANTS AND 1. PRESERVED AND RETAINED TREES ARE TO BE r -1 STREET TREES- 100%CREDIT ROOTS PRIOR TO PLANTING. ADD 50% COMPOST AND PROTECTED FROM CONSTRUCTION ACTIVITIES BY LIMITS OF STRUCTURAL SOIL/PREPARED RED ROCK CENTER SCARLET SENTINEL MAPLE 3.0 0 0 BLEND WITH 50% NATIVE SOIL LOCALLY FOR EACH PLANT STURDY FENCING. THE FENCING MATERIAL SHALL L__J PLANTING MEDIA AREA { {{{ AND TREE PLANTED. BE HIGHLY VISIBLE, 6-FEET HIGH, WIRE NO-CLIMB / \ BUILDING B KATSURA 3.5 0 0 SW 72ND AVE AT SW DARTMOUTH ST FENCING, ATTACHED SECURELY TO METAL FENCE 2. IN SOME AREAS OF THE SITE, SOILS MAY HAVE BEEN POSTS DRIVEN INTO THE GROUND AT 6-FOOT EXISTING DECIDUOUS TREE WITH TIGARD, OR PLANTER WIDTH VARIES WALKWAY PLANTER ° TREE PROTECTION FENCING PARKING TREES- 100% CREDIT DISTURBED BY PAST FILLING AND/OR GRADING ACTIVITIES. INTERVALS. THIS FENCING IS TO BE MAINTAINED \ / SEE PLAN WIDTH VARIES WIDTH VARIES URBANITE ASH 4.0 5 20 IN THESE AREAS SOILS MUST BE PREPARED ADEQUATELY ALL DURING CONSTRUCTION SO AS TO SEE PLAN SEE PLAN APPROPRIATELY FOR PLANTING. REMOVE FILL AND PREVENT ENTRY INTO THE PROTECTED AREA. TREE LEGEND PACIFIC SUNSET MAPLE 4.0 0 0 OTHER NON-SOILS INCLUDING ASPHALT AND PACKED KATSURA 3.5 0 0 GRAVEL. 2. TREE PROTECTION DEVICES SHALL BE INSTALLED TO PERMIT SET SENTI N EL MAPLES 3.0 0 0 PROTECT THE ROOT ZONES OF TREES LOCATED ON SYMBOL NAME Revisions: 2 NARROW TREE PLANTINGS ALONG GRAVEL WALKWAY 3. NEW PLANTINGS SHOULD BE INSTALLED BETWEEN ADJOINING PROPERTIES IF ANY TYPE OF ACTIVITY LANDSCAPE TREES- 100%CREDIT FEBRUARY 1ST AND MAY 1ST OR BETWEEN OCTOBER 1ST WILL BE DISTURBING THE CRITICAL ROOT ZONE. ACER CIRCINATUM AND NOVEMBER 15TH. PLANTS INSTALLED AT OTHER VINE MAPLE SCALE: 1/2"= V-0" MOUNTAIN HEMLOCK 2.0 9 18 TIMES OF THE YEAR WILL NEED ADDITIONAL MEASURES 3. EQUIPMENT,VEHICLES, MACHINERY, DUMPING OR 0 ALASKA CEDAR 2.0 2 4 TO INSURE PLANT SURVIVAL. STORAGE, OR OTHER CONSTRUCTION ACTIVITIES, 0 ACER RUBRUM 'BOWHALL' VINE MAPLE 2.0 4 8 BURIAL, BURNING, OR OTHER DISPOSAL OF BOWHALL RED MAPLE RED ALDER 2.5 1 2.5 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM DEPTH CONSTRUCTION MATERIALS SHALL NOT BE LOCATED OF 3 INCHES AND 18 INCHES IN DIAMETER. INSIDE OF ANY TREE PROTECTION DEVICE. + Date: 05.16.13 KOUSA DOGWOOD 3.0 4 12 ACER RUBRUM 'SCARSEN' SCARLET SENTINEL MAPLE 3.0 0 0 5. COMPLIANCE WITH TMC(s) 18.620, 18.745,AND 18.790 4. ALL TREE PROTECTION DEVICES SHALL BE: SCARLET SENTINEL MAPLE Scale: 1"=20'-0" BOWHALL MAPLE 3.0 1 3 WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT. A. VISIBLE + ALNUS RUBRA Project No.: AD13108/323101 NOTES: VANESSA PERSIAN IRONWOOD 3.0 2 6 B. WELL-ANCHORED RED ALDER 6. PARKING SPACES AVAILABLE: 35 C. APPROVED IN THE FIELD BY THE PUBLIC WORKS File Name: 1. SLOPES VARY-SEE CIVIL DRAWINGS TREE TIES STRAP TYPE URBAN ITE ASH 4.0 1 4 PARKING TREES REQUIRED: 5 DIRECTOR OR DESIGNEE PRIOR TO CLEARING, 2. STRUCTURAL SOIL UNDER PAVED WALKWAY "GRO-STRAIGHT"' PARKING TREES PROVIDED: 5 GRADING, OR THE BEGINNING OF CONSTRUCTION. ® ALASKA NOOTKATENSISEIR TO BE 2'-0"IN DEPTH UNLESS OTHERWISE NOTED, 2-2" X 2" X 8' P.T.D.F. BUFFER TREES- 100%CREDIT ABOVE 2" REQUIREMENT ALASKA CEDAR Drawn d LM SEE PLAN STAKE, CONSTRUCTION GRADE RED ALDEER(IN BUFFER) PLUS 1/2" 2 1 7• MITIGATED TREES: CORNUS KOUSA Checked By: LMB NATIVES: 0 REMOVED! 18 IN DESIGN KOUSA DOGWOOD URBANITE ASH (IN BUFFER) PLUS 2" 2 4 ORNAMENTALS: 0 REMOVED/23 IN DESIGN OPEN BURLAP ABOUT TRUNK SCARLET SENTINEL(IN BUFFER) PLUS"1 8 8 FRAXINUSPEN NSYVANICA'URBANITE' JurisdictionApprovaldb FOLD BACK AND UNDER MITIGATED 41 90.5 p URBANITE ASH 2" DEEP RAINWATER COLLECTION -- - - - PARROTIA PERSICA'VANESSA' BASIN. THOROUGHLY WATER IN. VANESSA PERSIAN IRONWOOD MULCH TO GRADE 3" BARK MULCH WHERE SPECIFIED TSUGA MERTENSIANA FINISH GRADE MOUNTAIN HEMLOCK FINISH GRADE PAVED WALKWAY, PREPARED PLANTING SOIL SEE CML - CURB, TfP. SEE CML DRAWINGS PAVING, TYP. SEE CML DRAWINGS TREE TIES STRAP TYPE TREE TIES STRAP TYPE "GRO-STRAIGHT" "GRO-STRAIGHT" \ 2-2" X 2" X S' P.T.D.F. STAKE, CONSTRUCTION GRADE 2 - 2" X 2" X 8' P.T.D.F. TREE WRAP TO FIRST BRANCH STAKE, CONSTRUCTION GRADE OPEN BURLAP ABOUT TRUNK. M OPEN BURLAP ABOUT TRUNK FOLD BACK AND UNDER. <ry_ >S -<`t ';_t.-C FOLD BACK AND UNDER REFERENCE ONLY ,,�//A .. Af �/ A / _I . 2" DEEP RAINWATER COLLECTION 2" DEEP RAINWATER COLLECTION NOT APPROVED WITH THIS PERMIT / • / / / / / / UGHLYCWATER TIIN. BASIN. THOROUGHLYWATERIN. MULCH TO THOROUGHLY MULCH TO GRADE. I III . I III II I . III I 1 111 I- I -1II L I = III 1= -. S 3" BARK MULCH GRADE SPECIFIED 3" BARK MULCH WHERE SPECIFIED .. I_ I _ 1 !I I I- I = I I 1 EXISTING SOIL EXISTING SOIL I IE3� - C.U. STRUCTURAL solL TYP.� - LII - PREPARED PLANTING SOIL PREPARED PLANTING SOIL PREPARED PLANTING SOIL DRIVE STAKES A MINIMUM = - =L I I� I COMPACTED SUBGRADE, SEE CML OF 12" OF RESISTANCE. DRIVE STAKES A MINIMUM DRIVE STAKES A MINIMUM heel Title: TREE PLAN & STRUCTURAL SOIL TWO TIMES OF 12" OF RESISTANCE. OF 12" OF RESISTANCE. DETAILS- PHASE 3 ROOTBALL SIZE TWO TIMES ROOTBALL SIZE 3 WIDE CANOPY TREE PLANTING WITH STRUCTURAL SOIL 2 DECIDUOUS TREE PLANTING DETAIL 3 EVERGREEN TREE PLANTING DETAIL Sheet No.: LD 3.0 SCALE: 1/2"= 1'-0" SCALE: N.T.S. SCALE: N.T.S. A .........Of r BUILDING B I ' L-1 BUFFER , � tt COMPACTED LIVING GREEN WALL GRAVEL PATH it II Q 1T\r— PL4 7 € __... - ----- - -- -- ..... - _— ....... .�-.O 1 I7 G 777, 204 S OBSERVATION i - - ✓ AREA , m 1 �< l i. ;r CJ 11 ..` . ..... ._ ....... ....... ..... ........ • i 4 II� MACDONALD ENVIRONNiiiNTAL PLAN NINC& PC PORTLAND,OR 97223 — — _ -------- �_ PH,503 244225 'W W W.NEP4W_COM a 1 - ----...... _ ...__... - ANDERSON - _ - DABROWSK I . � � _ .. \y ' ---- ARCHITECTS CQ) \\ RELOCATED TREE L L C BUILDING C - PLANT NOTES: \ FUTURE PAD SITE .� • ■ 1. REMOVE INVASIVE/NON NATIVE SPECIES PLANTS AND ROOTS PRIOR TO PLANTING. ADD 50%COMPOST AND \\\ BLEND WITH 50% NATIVE SOIL LOCALLY FOR EACH PLANT �\ p AND TREE PLANTED. \\\ _ Portland Office: 2. IN SOME AREAS OF THE SITE, SOILS MAY HAVE BEEN 1430 SE 3rd Ave, Ste 200 DISTURBED BY PAST FILLING AND/OR GRADING ACTIVITES. I D-1 BUFFER ........-.........-_-... _______ ______`_____ I Portland, OR 97214 IN THESE AREAS SOILS MUST BE PREPARED I T: (503) 239-7377 APPROPRIATELY FOR PLANTING. REMOVE FILL AND I _.. OTHER NON-SOILS INCLUDING ASPHALT AND PACKED I --...... ( F: (503) 239-7327 GRAVEL. i 3. NEW PLANTINGS SHOULD BE INSTALLED BETWEEN FEBRUARY 1ST AND MAY IST OR BETWEEN OCTOBER 1ST AND NOVEMBER 15TH. PLANTS INSTALLED AT OTHER TIMES OF THE YEAR WILL NEED ADDITIONAL MEASURES TO INSURE PLANT SURVIVAL. www.ADarchitects.com 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM DEPTH OF 3 INCHES AND 18 INCHES IN DIAMETER. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND LANDSCAPE PLANTING PLAN - PAD B PLANSSETFORTH ON THESE SNEERS ANDERSON DABR WSIG 5. COMPLIANCE WITH TMC(s) 18.620, 18.745,AND 18.790 AND ARETHE ,U-C.PROPERTY YUSE, FUSRDISCL SURE "� ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT. SCALE: 1"=20'1 SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 6. PARKING SPACES AVAILABLE: 35 OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. PARKING TREES REQUIRED: 5 PARKING TREES PROVIDED: 5 PLANT LEGEND RED ROCK CENTER 7. MITIGATED TREES: BUILDING B NATIVES: 0 REMOVED/ 18 IN DESIGN TREES SW 72ND AVE AT SW DARTMOUTH ST ORNAMENTALS: 0 REMOVED/23 IN DESIGN SHRUBS SYMBOL NAME QTY. SIZE TYPE TIGARD, OR SYMBOL NAME OTY, SIZE TYPE ° EXISTING DECIDUOUS TREE Wit TREE PROTECTION BERBERIS THUNBERGII 34 3 GAL. CONTAINER CRIMSON PYGMY BARBERRY PERMIT SET � ♦ EQ. I NOTE: CHECK LEGEND ® BERBERIS THUNBERGII 'ATROPURPUREA' 6 3 GAL. CONTAINER Revisions: 11 FOR SPACING REQ. M EXISTING CONIFEROUS TREE RED BARBERRY \�O \ j ACER CIRCINATUM 4 7'-8' HT. 3 TRUNK MIN. ® CORNUS SERICEA'kELSEYI' 24 3 GAL. CONTAINER to VINE MAPLE KELSEY RED OSIER DOGWOOD o ACER RUBRUM'BOWHALL' 1 3"CAL. B&B GAULTHERIA SHALLON 7 3 GAL. CONTAINER 0 LOCATION OF BOWHALL RED MAPLE O SALAL Date: 05.16.13 GROUND COVER ACER RUBRUM 'SCARSEN' 8 3"CAL. B&B ILEX CRENATA CONVEXA 24 18"1 CONTAINER Scale: 1"=20'-0" 3/8" GRAVEL W/FINES / PLANT TYPICAL. COMPACTED TO 95% + SCARLET SENTINEL MAPLE CONVEXA JAPANESE HOLLY Project No.: AD13108/323101 PERMALOC PERMASTRIP + ALNUS RUBRA 3 2.5" CAL. B&B MAHONIA AQUIFOLIUM 54 5 GAL. CONTAINER RETAINING WALL, ALUMINUM EDGING,TOP OF Oz RED ALDER OREGON GRAPE File Name: SEE CIVIL DRAWINGS EDGING 1/4" MAX.ABOVE PAVEMENT SURFACE o ® CHAMAECYPARIS NOOTKATENSIS 2 7'-8' HT. B&B 6 MAHONIA AQUIFOLIUM COMPACTA 131 3 GAL. CONTAINER Drawn By: BIR ALASKA CEDAR DWARF MAHONIA Checked By: LMB NON-WOVEN FILTER FABRIC G R O U N D C OV E R PLANTING DETAIL CORNUS KOUSA 4 3"CAL. B&B OMISCANTHUS SINENSIS'PURPURASCENS' 7 3 GAL. CONTAINER KOUSA DOGWOOD 4' BRANCH HT. FLAME GRASS Jurisdiction Approval: rx SCALE: N.T.S. p FRAXINUS PENNSYVANICA'URBANITE' 7 4"CAL. B&B PHYSOCARPUS OPULIFOLIUS 19 5 GAL. CONTAINER x-12"ALUMINUM STAKES URBANITE ASH NINEBARK {y\\/\//////\/ F REMOVE BURLAP FROM TOP PARROTIA PERSICA VANESSA: 2 3"CAL. B&B f 1 PIERIS JAPONICA 44 21"-24" CONTAINER • d 95% COMPACTED Ys OF ROOTBALL VANESSA PERSIAN IRONWOOD SPECIMEN JAPANESE ANDROMEDA / SUBGRADE 2" DEEP RAINWATER COLLECTION //�\//\�✓ TSUGA MERTENSIANA 9 6'-8'HT. B&B POLYSTICHUM MUNITUM 18 3 GAL. CONTAINER �\ BASIN MULCH TO GRADE. MOUNTAIN HEMLOCK ® WESTERN SWORD FERN NOTES: 2" BARK MULCH WHERE SPECIFIED PRUNUS LAUROSERASUS'SCHIPKAENSIS' 12 3 GAL. CONTAINER 1. SLOPES VARY-SEE CIVIL DRAWINGS — PREPARED PLANTING SOIL SKIP CHERRY LAUREL GROUNDCOVERS &VINES 2. EDGE TREATMENTS VARY, SEE PLANS FOR WALL LOCATIONS, USE EDGING BOTH ��I I�I I �I EXISTING SOIL SYMBOL NAME OTY- SIZE SPACING ® RIBES SANGUINEUM 34 5 GAL. CONTAINER SIDES OF WALKWAY WHEN RETAINING WALL IS NOT ADJACENT TO WALK. RED FLOWERING CURRANT COMPACTED PLANTING SOIL 3. STRUCTURAL SOIL TO BE INSTALLED IN AREAS INDICATED ON PLANS. SEE TWO TIMES \\\\\ AJUGA REPTANS EST 1 GAL 18"O.C. SPIREA BUMALDII 'FLAME' 32 3 GAL. CONTAINER DETAILS, CIVIL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. ROOTBALL SIZE \\�X\\\, BUGLEWEED ® FLAME SPIREA REFERENCE ONLY GRAVEL WALKWAY SHRUB PLANTING DETAIL ARCTOSTAPYLOS UVA-URSI EST 1 GAL. 18"O.C. O VIBURNUM DAVIDII 60 3 GAL. CONTAINER NOT APPROVED WITH THIS PERMIT 2 r r KINNICKINNICK DAVID VIBURNUM SCALE: 3/1 1'-0" SCALE: N.T.S. FRATRAIESCA EST 1 GAL. 18"O.C. VIBURNUM T NUS VIBURNUM 44 5 GAL. CONTAINER WILD S HEMEROCALLIS EST 1 GAL. 18"O.C. PENNISETUM ALOPEDUROIDES'HAMELNS' 33 3 GAL. CONTAINER DAYLILY DWARF FOUNTAIN GRASS PARTHENOCISSUS A. 'TROKI' PPAF#8152 8 1 GAL. 8'O.C. RED WALL VIRGINIA CREEPER Sheet Title: LANDSCAPE PLAN-PAD B Sheet No.: LD 3. 1 GENERAL NEW FLOOR PLAN NOTES 05.12.06 3 4 1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN 12. IF AN ITEM IS INDICATED ON THE DRAWINGS AS(NIC), IT IS"NOT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS,AND CONTRACT'. SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL r' , MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH,THE BE SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND w DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL BUILDING PERMITS. 1 2 5 r WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF �1 THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE 13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED,THE REQUIRED BUILDING PERMITS. I +18'-10"TIO.PI I I �-� CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE . (T 1 PROPER EXECUTION AND COMPLETION OF THE WORK. 14. "TYPICAL",AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE CONDITION IS THE SAME THROUGHOUT, UNLESS OTHERWISE F F +22'_0"T.O.P. +17'-0"T.O.P. 2. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE NOTED. SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE/SHE SHALL INVESTIGATE, VERIFY,AND BE RESPONSIBLE FOR ALL 15. ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT WP GFI 22 +15'5"T.O.D. +15'5"T.O.D. 22 WP GF] / CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF \ +15'-6"T.O.D. / OF ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING \ +15'-6"T.O/l7. CONSTRUCTION. MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE \ +15'-5"T.O.D. I +15'-5"T.O.D. / OWNER. 3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO HIS/HER WORK. 16. ALL WALL MOUNTED ACCESSORIES/ITEMS TO BE REMOVED PRIOR I \ O TO PAINTING WALLS. ITEMS INCLUDE, BUT ARE NOT LIMITED TO, 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING: ELECTRICAL COVER PLATES, MIRRORS,COAT \ TYP / \\ 18 TYP. / APPLICABLE CODES, REGULATIONS,AND ORDINANCES. HOOKS,ARTWORK, TOILET ROOM ACCESSORIES, ETC. RE-INSTALL ITEMS AFTER PAINTING. \ / \ / 5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH \ / M H / +,7'-0"T.O.P. BY PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR 17. CONTRACTOR TO COORDINATE W/OWNER AND/OR VENDOR WHEN \ / 4 N \ / n STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR. ASSOCIATIONS.WHEN SEPARATELY BOUND SPECIFICATIONS \ / ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED PART 18. ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONAL 16 OF THESE CONSTRUCTION DOCUMENTS. BUILDING CODE,THE AMERICANS WITH DISABILITIES ACTAND ANY APPLICABLE STATE,COUNTY OR LOCAL REGULATIONS. 6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT � OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 19. FIRE SAFE/SEAL ALL FLOOR/WALL PENETRATIONS TO MEET \ / 17 MELNi \ / APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED \\ I // 4 FINISH FLOOR 7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON WALLS. I i1 / ELEVATION 229.25' DRAWINGS. 20. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL 8. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. LAYOUT HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S I \ // 21 21 DIMENSIONS ARE FROM FACE OF GYPSUM BOARD. REVIEW OF LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM INCORRECT LAYOUTS BUT IS SIMPLY A GENERAL OVERALL a -� � 2 1 9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM CURSORY REVIEW. J A 0 [l� THE ARCHITECT. +14'-5"T.O.D. +14'-5"T.O.D. +15'5"T.O.D. 1 21. THE STRUCTURAL SPECIFICATIONS ARE SUPPLEMENTARY TO THE / +15'-2"T.O.D. 10. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE ARCHITECTURAL DRAWINGS AND IT SHALL BE THE RESPONSIBILITY 20 / 20 \ +15'5"T.O.D. M H 11. ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL DETAILS. OF THE CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS / 5 / 6 \ to BEFORE FABRICATION AND/OR INSTALLATION OF THE WORK. // 6.1 I 4$H 6.1 +18'_10"T.O.P. APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. 22. CONTRACTOR TO PROVIDE SHORING, BRACING,SUPPORTS,AND / \ PROTECTION AS REQUIRED TO MAINTAIN THE STRUCTURAL \ / \ +17'-0"T.O.P. OF 0sp INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM / 16 / \\ DAMAGE. / \\ 4 N / +15,_5„T.O.D. / \ +15'-6"T.O.D. // NEW FLOOR AND ROOF PLAN NOTES T T \ i (L / I +22'-0"T.O.P. +22'-0"T.O.P. I \\ PROVIDE AND INSTALL EXTERIOR DOORS, HARDWARE AND PROVIDE AND INSTALL WOOD TRELLIS AT LOCATIONS SHOWN. / 01 FRAMES AS SHOWN. SEE DOOR SCHEDULE FOR MORE 11 SEE DETAILS FOR MORE INFORMATION. / I \ +18'-10"T.O.P. / +15'-5"T.O.D. +15'-5"T.O.D. \ INFORMATION. NOTE NOT SHOWN. , \ PROVIDE AND INSTALL CANVAS AWNINGS AT LOCATIONS +15'-6"T.O.D. \ PROVIDE AND INSTALL ALL STOREFRONT AS INDICATED. SEE 12 INDICATED. SEE DETAILS FOR MORE INFORMATION. +15'5 12"T.O.D. \ 02 WINDOW AND DOOR SCHEDULES FOR MORE INFORMATION. +15'5"T.O.D. 22 yyp GFI T.O.D. +15' T.O.D. \ NOTE NOT SHOWN, 13 PROVIDE AND INSTALL NEW SWITCHES AS INDICATED ON PLAN. \ WP GFI \ O SEE REFLECTED CEILING PLAN SHEETS FOR WIRING C - - - - - - - - - - - _ - 22 +15'5 1/2"Tfm_ .O.D. \ ANDERSON PROVIDE AND INSTALL HOSE BIBS AT LOCATION SHOWN. SEE SCHEMATICS.WHERE RECEPTACLE HEIGHTS ARE NOT SHOWN11 03 PLUMBING DESIGN BUILD DRAWINGS FOR MORE INFORMATION. ARE TO BE INSTALLED AT 48"A.F.F. NOTE NOT SHOWN. L _ J DABROWSKI 04 A.F.F. ( ILV- _ _ L _ _ _ _ _ J +17'-O"T.O.P. L +16'-10"T.o.P. D A B R O W S K DrWATERPROOFPROVIDE INSTALL ELECTRICAL METER SCREEN.SEE SITE ARCH ( TECT S OUTLET AT LOCATIONS SHOWN. AT APPROX. 18" 14 +18-10T P. TO CENTERLINE OF OUTLET(WITHIN BLOCK MODULE) UNLESS DETILS FOR MOREINORMATION. L L C OTHERWISE SPECIFIED. 15 PROVIDE AND INSTALL GAS METER SCREEN WITH ACCESS GATE. SEE SITE DETAILS FOR MORE INFORMATION. OS PROVIDE AND INSTALL STREET ADDRESS IN 8"HIGH X 3/4"THICK CAST ALUMINUM DIMENSIONAL LETTERS WITH FASTENED WITH 16 LINE INDICATES SCHEMATIC PLACEMENT OF HVAC EQUIPMENT. 1/4"CONCEALED STANDOFF. SEE ELEVATIONS FOR LOCATION. EXACT PLACEMENT AND SIZE OF UNIT TO BE DETERMINED BY NOTE NOT SHOWN. DESIGN BUILD MECHANICAL CONTRACTOR. COORDINATE WITH STRUCTURAL ENGINEER. OPROVIDE AND INSTALL TEMPORARY WALL MOUNTED FIRE EXTINGUISHERS AT LOCATIONS NOTED. SHADED 17 AT ROOF AREAS INDICATE EXAC HVAC QUATRAFFIC QUANTITY AND PLACEMENT 1 ROOF PLAN 07 PROVIDE AND INSTALL A FIRE DEPARTMENT APPROVED"KNOX REVISE ACTUAL TRAFFIC PAD CONFIGURATION. Portland Office: BOX"LOCK-BOX TYPE DEVICE FOR EMERGENCY ACCESS. 200 Ste e, LOCATION ON PLAN IS SUGGESTED, FINAL LOCATION TO BE 16 PROVIDE AND INSTALL SINGLE PLY ROOF MEMBRANE OVER SCALE: 1/8"=T-0" Portland,1430 SE 3rd Ave, Ste DETERMINED BY FIRE MARSHALL. SUBMIT TO OWNER/ RIGID INSULATION. INSTALL TO MEET MANUFACTURERS ARCHITECT APPROPRIATE CUT-SHEET SPECIFICATION FOR REQUIREMENTS. SEE DETAILS FOR MORE INFORMATION. T: (503) 239-7377 REVIEW AND APPROVAL PRIOR TO ORDERING. DEVICE SHOULD F: (503) 239-7327 BE MOUNTED WITH RECESSED PROFILE ON THE BRICK FACADE O CRICKET AS NECESSARY TO PROVIDE A MINIMUM OF 1/4"PER AT 54"A.F.F. TO CENTERLINE OF UNIT. 19 FOOT SLOPE TO ROOF DRAINS. NOTE NOT SHOWN. OPROVIDE AND INSTALL VAPOR BARRIER BELOW SLAB ON GRADE. O PROVIDE AND INSTALL NEW ROOF DRAINS AT LOCATIONS 08 SEE DETAILS FOR MORE INFORMATION. NOTE NOT SHOWN. 20 SHOWN.COORDINATE WITH CIVIL DRAWINGS AND DESIGN BUILD 1 8.0 2 8.0 3 4 8 0 5 PLUMBING DRAWINGS. SEE DETAILS FOR MORE INFORMATION. 120 4" 09 PROVIDE AND INSTALL PERIMETER FOOTING DRAINS.SEE CIVIL SEE ELEVATIONS FOR OVERFLOW DRAIN DISCHARGE LOCATION. DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN. PROVIDE AND INSTALL ACCESS DOOR IN PARAPET WALL.21 27'-2" 32'-T' 26'-8" 33'-5" www.ADarchitects.com PROVIDE AND INSTALL SEWER LATERAL. COORDINATE WITH 5'-0" 5'-6" 0" 5'4- 0'-4" 5'S" '-0" 5'4 T-0" V-19' 9'-8" 4'-8" 9'-8" 1'-10" 4'-0" T-1" 4'-0" T-1" 4'-0" T-," 4'-0" 7'-1" 4' 0 10 CIVIL DRAWINGS. CONTRACTOR SHALL NOT POUR CONCRETE ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND FLOOR WITHIN 4'OF EITHER SIDE OF SEWER LATERAL. O PROVIDE AND INSTALL WATERPROOF GFI EXTERIOR GRADE 3" 1' 1 - " V. 1" 1 -0" PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI OUTLET AT LOCATIONS SHOWN. MOUNT AT APPROX. 18"ABOVE ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF TOP OF DECK TO CENTERLINE OF OUTLET. IF PARAPET HEIGHT - - - - - - - - - 03 12 12 SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDAOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION DOES NOT ALLOW FOR 18"ABOVE TOP OF DECK MOUNT AS HIGH OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS AS POSSIBLE, IN NO CASE SHALL THE BOTTOM OF THE OUTLET A PROHIBITED BYLAW. AND THE TOP OF THE FINISHED ROOF BE LESS THAN 6". a )+ 8 O 12 O OA 12 O n P FI o o O O O O RED ROCK CENTER OO 3Co BUILDING B 04 FE + SW 72ND AVE AT SW DARTMOUTH ST N 12 OA z O TIGARD, OR D m 1 - 6.0 PRODUCT BASIS OF DESIGN 19 O FINISH FLOOR Cl) CONSTRUCTION DOCUMENTS ELEVATION 229.25' 04 _ Revisions: FOUNDATION: d UNDER SLAB VAPOR BARRIER: 15 MIL STEGO WRAP VAPOR BARRIER WITH TAPED SEAMS b F D `7 io I b m RIGID INSULATION: 2"POLYSTYRENE RIGID INSULATION- St-SS SS -S - EXTEND 2'BELOW SLAB - Date: 05.16.13 q WALLS: IO qO 10 < m BATT INSULATION: 51/2" BATT INSULATION(R-21) L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I w I � ( Scale: AS NOTED WATER-RESISTANT BARRIER: 1 LAYER FORTIFIBER JUMBO TEX b 12 BUILDING PAPER Op 7 Project No.: AD13108 0) DRAINAGE MAT: MTI SURECAVITY I AO File Name: 13108A3.0 ROOF: Drawn By: MJW/KVR RIGID INSULATION: 2 LAYERS OF 2 12"POLY-ISO RIGID I o INSULATION WITH STAGGERED y b METER I a Checked By: JMA STEAMS(R-30) o v SINGLE PLY ROOF MEMBRANE: 60 MIL VERSICO TPO I I P Jurisdiction Approval: zv 15 ( I I I I PI 14 I P P N I I ami 12 I ( o .0r ( io �L ' I I Co I I I I /.\ 03 O O z3 O I I I 77 01 to 12 O 11 JO 12 OI 04 ( P+ 8 KB O O 11 IIS\ 4'41/4") - - - - J i.) 4'-1" T-8" 4'-," 1 V-4" 3'-0" 1'- 0" 9'-8" 4'-B" 9'-8" '-1 ' 4'-0" 516" 4' 0" 15'4" 4'-0" 3'-0" 7'-8" 4I-0" 5'6- 5'-2" 27,_2" 32'-T' 26-9' 33,_5, 120'-4" Sheet Title: FLOOR PLAN 2. FLOOR PLAN Sheet No.: A3.0 SCALE: 1/8"=1'-0" i 1 3 A8.0 1 2 3 B 4 5 C B n 1 A TENANT �1 3 3 1 SIGNAGE 4 STREET 8.0 TENANT 2 22'-0" D 2 (N.I.C.) 4 TENANT ADDRESS 1 D 2 2 A 1 SIGNAGE 8'0 T.O.P 8.0 SIGNAGE \ 18,_10 B 1 (N.1-C.)) s 2 E 3 T.O.P. 17 0 18'-10 E 3 T.O.P. F 3 T.O.F. T.O.P, 3 Sn I age SI a e A \ F V Sigr age ., ..; ,..0 . .�.�:..:.: � �:.. r.�e.,w+'.�.:ivi=.r•' � ' :.s.:�w��,-.��;w�. r.'T+:.�,�.[.�r*+- ,.-.r.e��.�.,—, 1 a� 1 ; ' Sf , . ..,_: ... . EXTERIOR EXTERIOR G 3 P f r r r TYLIGHTS LIGHTS H H .r . ... r.. . V 01 K K K F G \ F EO pO Op Op O 0'-0" 229.25' \ \ / \ / 229.25'0LOO INISHFLOOR 0NISHFR (jQ1 2 NVI A E N 1 . EAST ELEVATION 2. NORTH ELEVATION T ND, RECON SCALE: 1/8" = 1'-0" SCALE: 1!8" = 1'-0" OF 3 A8.0 5 4 3 2 1 A B C 2 1 1 A8.0 3 3 A8.0 1 4 D 2 22'-0" 251.25 OVERALL B ILDING HEIGHT:28'-6` D 2 8.0 2 T.O.P. A 1 A 1 E 3 . r. B 1 i8-10" 10" B 1 18' 10" 17 0 F 3 T TOP - T.O.P. ., _. n .. ... T.Y. 4TH .. .4�1'j „'..Tt• ••�-��' �''/�e .�lT��'i, .0 ,. .. .. .. , .w . . .. .. .. .:u, ..t'. , .. .. ♦ , ♦ .. • .. a .. ..< ... ♦ _ _ , „ ♦ i 1 T. ♦ J , , .. .. 4 .. .. . .,. ... p. .Y. .. .. a i...♦ ,. v .♦ i 3 G , :RI O R LIGHTS DABROWSKI [Lid ILI T4 aD ':.. P P ;;.f. .r. .9 ,` a ....r >`,.P. ... •f 0 ,P... r P.. .P . P . `r. P •. P 4 ;. ..: ARCHITECTS O C O A A A K K K LLC f ! f r P P r I f r f / 3 P �� P P M r 9 9 P f •� f P 1 r o FT—I 0'-0" FINISH FLOOR INISH FLOOR ■ 222.75' 5'-0" LOW GRADE Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 3. WEST ELEVATION 4. SOUTH ELEVATION SCALE: 1/8" = V-0" SCALE: 1!8" = 1'-0" www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR EXTERIOR FINISH SCHEDULE ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER STONE VENEER: BUILDING B MANUF: OWENS CORNING SW 72ND AVE AT SW DARTMOUTH ST COLOR: VINTAGE WINE EASY FIT SAVANNAH TIGARD, OR ® FIBER CEMENT LAP SIDING AND TRIM: MANUF: JAMES HARDIE STYLE: 6"HARDIEPLANK LAP SIDING CONSTRUCTION DOCUMENTS COLOR: IRON GRAY Revisions: ® CANVAS AWNING: MANUF: SUNBRELLA COLOR: SLATE STUCCO AND STUCCO MOULDING: 1❑ MILLER PAINT: 8284D FALLING LEAF Date: 05.16.13 2❑ MILLER PAINT: 7292W FREESTONE Scale: AS NOTED MILLER PAINT: 8165D ANTIQUE PINE Project No.: AD13108 ARCHITECTURAL WAINSCOT SILL: File Name: 13108A4.0 MANUF: ELDORADO STONE: STYLE: CHISELED EDGE WAINSCOT SILL STONE Drawn By: MJW/KVR COLOR: TAUPE Checked By: JMA WOOD TRELLIS: MILLER PAINT: 8536N BLACKMAR Jurisdiction Approval: ALL FLASHING: DARK BRONZE ANODIZED NOTES: 1. SEE WINDOW SCHEDULE FOR MORE INFORMATION ON PROFILES OF CORNICES. 2.ALL FIBER CEMENT LAP SIDING SHALL BE BLIND NAILED, Sheet Title: ELEVATIONS Sheet No.: A4.0 GENERAL WINDOW SCHEDULE NOTES 04 W 1. ALL WINDOW DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION. 2. WINDOW MANUFACTURER/SUPPLIER TO PROVIDE ALL REQUIRED ANCHORING OF WINDOW SYSTEM TO BUILDING STRUCTURE. MINIMUM 2'-0" T-1" 2'-0" Z REQUIREMENTS 2'-71/2" 4'-0 2'-712" 3'-7112" 4'-0" 3'-712" Ile A. BASIC ND SPEED: B. IMPORTANCE FACTOR:O MPH 94 C EXPOSURE CATEGORY: B 5' 6" 11_101, 3'_0„ CL 3'_0" 1'-10" ao n/�� ap � 3. WINDOW MANUFACTURE TO PROVIDE STRUCTURAL DETAILS/CALCULATION (2 E4.) �� iv Lam'. . . . . . . �.. iv `. .' . . . ./� . . . '. iv �. . .'. '.'. '�. . . . . . . .�. . . AB FOR STOREFRONT GLAZING SYSTEM TO ARCHITECT, BUILDING STRUCTURAL ENGINEER AND LOCAL BUILDING OFFICIAL FOR COORDINATION PURPOSES. 4. ALL STOREFRONT FRAMES SHOWN ARE 2"WIDE UNLESS NOTED OTHERWISE. S. ALL WINDOW ASSEMBLIES ARE NON RATED(UNLESS OTHERWISE NOTED) // \\ o v Q Q Q o v Q Q Q o Q Q A v N A A i ZV A C T T C T &T i i i i i i 6. FRAME COLOR OF STOREFRONT TO BE DARK BRONZE ANODIZED(UNLESS OTHERWISE NOTED). CONTRACTOR TO SUBMIT GLAZING AND FRAME SAMPLES TO ARCHITECT FOR APPROVAL. Q in KsT � o� ih7. ALL WINDOW SYSTEMS TO BE THERMALLY BROKEN. A T (^, F.F. F.F. b F.F. F.F. 8. STOREFRONT DOORS TO BE WIDE STILE: 5 INCH NOMINAL WIDTH AND FOR ACCESSIBLE DOORS SMOOTH SURFACED FOR WIDTH OF DOOR IN AREA T WITHIN 10 INCHES FROM THE FLOOR OR GROUND PLANE. w 9. ALL WINDOW SYSTEMS TO MEET THE FOLLOWING: STOREFRONT �\ STOREFRONT �\ STOREFRONT STOREFRONT �\ STOREFRONT n n r+ OD r A.THERMAL TRANSMITTANCE: NFRC 100 MAXIMUM WHOLE WINDOW SCALE: 1/4"= 1'-0" -0"SCALE: 1/4"= V-0" V SCALE: 1/4"= 1' SCALE: 1/4" = V-0" E SCALE: 114"=1'-0" U-FACTOR OF 0.32 BTU/SF x H x DEG F. B. SOLAR HEAT GAIN COEFFICIENT(SHGC): NFRC 200 MAXIMUM WHOLE WINDOW SHGC OF 0.40. 324 WINDOW LEGEND 9$ N AN E TYPE I GLASS: (TYPICAL UNLESS NOTED OTHERWISE) (2 EQ) 1'-10" 3'-0" 3'-0" 1'-10" ND, RE N A EXTERIOR LITE: 1/4"PPG ATLANTICA GLASS a �� INTERIOR LITE: 1/4"PPG SOLARBAN 60 ON CLEAR LOW-E#311 4" 7'-8" 1/2"AIR FILL . . . . . . . . . 7_g = A 9 l� OF a1v N . .� . . .�,... Bie ie V 2'4" 3'-0" 2-4„ A T AAT QA T &T 2'-4" 3'-4" CL 3'-4„ 2'-4" 2'-4„ 3'-0„ 2�„ TYPE II GLASS: N B EXTERIOR LITE: 1/4"PPG ATLANTICA GLASS INTERIOR LITE: 1/4"PPG SOLARBAN 60 ON CLEAR LOW-E#3 WITH DARK GRAY FRIT#4 12"AIR FILL o c Q Q v QT \ AT b / \ A A A A AT / AT Q TYPE EXTER OQT QT R LITE: 1/4"PPG CLEAR GLASS N A T / A T N Zv III GLASS: A A AT AT INTERIOR LITE: 1/4"PPG SOLARBAN 60 ON CLEAR LOW-E#3 1/2"AIR FILLq T \\ // AT A�T A�T ElF.F. F.F. F.F. F.F. T TEMPERED GLASS STOREFRONT STOREFRONT STOREFRONT STOREFRONT STOREFRONT A N D E R S O N F SCALE: 1/4"= V-0" G SCALE: 1/4"= 1'-0" H SCALE: 114"=1'-0" I SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" DABROWSKI I ARCHITECTS LLC 171° 2'-2" 2'-2 ■ m"oow an" Portland Office: 2 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 ! ZN QT AT b h www.ADarrhitects.com F.F. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND,OR STOREFRONT ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION K PROHIBITED BYLAW. SCALE: 1/4"= 1'-0° OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS NOTE:ALL DIMENSIONS SHOWN FOR RED ROCK CENTER ARCHITECTURAL MOLDINGS REPRESENTS SIZE AFTER BUILDING B APPLICATION OF FINAL STUCCO COAT. SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR 512„ 3" 2" 1" 3,. 1" N n'-z" 13'-6" 13'-6° 15'_0" CONSTRUCTION DOCUMENTS N Revisions: N C _ W - - fO Co t0 C rh 3" � 1,. 112" 3„ 1- 112" 4" 'v Date: 05.16.13 W Scale: AS NOTED 2.. 4., 'v Project No.: AD13108 File Name: 13108A4.1 2" 12' 3 12" Drawn By: MJW/KVR Checked By: JMA n CORNICE �� BAND BAND CORNICE CORNICE �1 BAND �1 WINDOW HEAD �1 BAND Jurisdiction Approval: SCALE: 1 12" = 1'-0" SCALE: 1 12"= V-9' SCALE: 1 12"= V-0 D SCALE: 1 12"= -13- E SCALE: 1 12"= V-n" r SCALE: 1 1/2"= V-9' V SCALE: 1 12" =1'-0" 1 1 SCALE: 1 12"= V-T !I it i Sheet Title: WINDOW DETAILS Sheet No.: A4. 1 A ' 1 C 1 22,-0„ P2'-0" - - — ------ ----- - T.O.P. T.O.P. 18'-10" �_ I I rOIL— — 18'-10" — 18,_10„ r \ ---t- T.O.P. ( \ I I T.O.P. T.O.P. I I 1 i 1 I ► I I �,I O � I i 14 6.0 I i I I 6 0 6.0 I I i I 6.0 I I I I °,_0,� " 0'-0 I I I I I I I I FIN. L FIN. FLR.f R 3 1 N D ON 1 . BUILDING SECTION — LONGITUDINAL 2. BUILDING SECTION — TRANSVERSE -CP N ,o DN ,� SCALE: 1/8"=1'-0" SCALE: 1/8"= V-0" r vO OF A B C A e ANDERSON DABROWSKI 22'-0" —_____ 22,-0„ ARCHITECTS T.O.P. I I T�- - i I T.O.P. — L L C T.O.P. I I i I 17,_0„ _ T.O.P. t -- - I I I I ID I I II I I I I I I I 10 ( I I 6 Portland Office: 6.0 s �a� I e 0 I I s.o I ( I 6 0 1430 SE 3rd Ave, Ste 200 I I 01 -0" Ak 0'-0" Portland, OR 97214 IFIN. FLR I I I IFIN. FLR T: (503) 239-7377 F: (503) 239-7327 N , _ _ . , ---W-1 www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER 3. BUILDING SECTION — TRANSVERSE 4. BUILDING SECTION — TRANSVERSE BUILDINGS SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR SCALE: 1/8"= V-0" SCALE: 1/8"= 1'-0" CONSTRUCTION DOCUMENTS Revisions: Date: 05.16.13 Scale: AS NOTED Project No.: AD13108 File Name: 13108A5.0 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: Sheet Title: ELEVATIONS Sheet No.: A5.0 ---� ----- 6.1 r- 22'-0" i f_ . 1 22 -0 T.O.P. �/ '-a' W I --- ( �-- ARCHITECTURAL ARCHITECTURAL _ I MOLDING MOLDING I �- FIBER CEMENT LAP I FIBER CEMENT LAP SIDING 1 SIDING STUCCO FINISH SYSTEM `- - STUCCO FINISH SYSTEM I I A F- 5 c c z I rT l --- 18 T '-.O.P.10" - - -- I 1 18-10 P" -- V - ----- T.O. . 3 I I r- --- --- 6.1 3 I 17,_0„ ARCHITECTURAL SIM - T.O.P. MOLDING 17' 0 ARCHITECTURAL 16'4' I I - s I 1 r -- -- I 6.1 T.O.P. MOLDING 7 I I 3 L- J I U 4 I 3 I I 6.1 I 6.1 ( ARCHITECTURAL SIM. �- 6., MOLDING ARCHITECTURAL MOLDING STUCCO FINISH SYSTEM STUCCO FINISH SYSTEM STUCCO FINISH SYSTEM r_ STUCCO FINISH SYSTEM ARCHITECTURAL ARCHITECTURAL r 1 r MOLDING ARCHITECTURAL I I ARCHITECTURAL MOLDING TECTURAL 10 I MOLDING 10 r,0I BATT INSULATION 6.1 I 6.1 I I 6 1 I 10 BATT INSULAON J 2X WOOD FRAMING,SEE J BATT INSULATION ( J BATT INSULATION 6 1 I 2X WOOD FRAMING, SEE STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS 2X WOOD FRAMING, SEE FOR MORE INFORMATION FOR MORE INFORMATION STRUCTURAL DRAWINGS STRUCOTO RAL DRIAWINGS STONE VENEER SIDING NG FOR MORE INFORMATION 1 FOR MORE INFORMATION FIBER CEMENT LAP STONE VENEER SIDING I STONE VENEER SIDING SIDING I ( ------ Eli 1 . PARAPET SECTION 2. PARAPET SECTION I - i r------- 1 s, SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" ARCHITECTURAL J I ARCHITECTURAL - 6 I I 3241 MOLDING - 6.1 I i J J N DE N MOLDING 6.1 ( FIXED WINDOW,SEE I WINDOW SCHEDULE FOR WOOD TRELLIS I FIXED WINDOW, SEE WOOD TRELLIS WINDOW SCHEDULE FOR MORE INFORMATION I 2-9 I MORE INFORMATION I 2'-9" i �� Q 12 OF 6.1 J 11 6.1 STOREFRONT DOOR AND STOREFRONT DOOR AND WINDOW ASSEMBLY WINDOW ASSEMBLY 6.1 SILL 14 I I SILL � - s., J ?O.P. FIBER CEMENT IAP A N D E R S O N -- SIDING 22 - - 6.1 8 1 FIBER CEMENT LAP 19 - DABROWSKI 1 A - 0,_0,. I L a . I I SIDING 0'-0„ - 6 0'-0„ ARCH ITECTS FIN. FLR. ( a FIN. FLR. FIN. FLR. FIN. FLR. FOUNDATION, SEE - FOUNDATION, SEE \ \ T 22 18'-1a' STRUCTURAL DRAWINGS /\\/\\/ / \\/\ STRUCTURAL DRAWINGS \/\/ / 6.1 FOUNDATION, SEE __. 18'-10" , FOR MORE INFORMATION /\/\/ /\/\ FOR MORE INFORMATION \\ �\ \\ \ \ _ STRUCTURAL DRAWINGS T.O.P. I __ TOP // // //\//\// FOUNDATION, SEE FOR MORE INFORMATION \\ \\ \ \ \ 3 I 3 I I FOUNDATION DRAIN, SEE \ \\ \\ FOUNDATION DRAIN, SEE \\�\\` /\\/\\� STRUCTURAL DRAWINGS \\\\\\/ FOUNDATION DRAIN, SEE CIVIL DRAWINGS FOR / / /\/\/ FOR MORE INFORMATION / 6.1 6.1 MORE INFORMATION \ \\ \ \\/\\/\ CIVIL DRAWINGS FOR '\ \//\//\// /// / a //\//\// SIM J - \ \ ` \/� \/\/\\ CIVIL DRAWINGS FOR ARCHITECTURAL - ARCHITECTURAL SIM. ////// / \//\//\ MORE INFORMATION /\\/ \/\\/\\/\ FOUNDATION DRAIN, SEE \ \\ \ \ \\\\ /�\\�\\�\\ ■ MOLDING MOLDING \\\\\\\\\\/\\\ \\/\\ \\/\\/\\/\ \//\\/\\ \�, \� \\//\�/\\//\\//\\/� CIVIL D RAWINGS FOR \ MORE INFORMATION / 6.1 I I / \ //�/ \ MORE INFORMATION /\/ \\/\\/\\� i\\\ j\j \// j\�j\\jj\\�j\\�j\\ �- 3. WALL SECTION 4. WALL SECTION 5. WALL SECTION 6. WALL SECTION Portland Office: 1430 SE 3rd Ave, Ste 200 SCALE: 1!2"= V-9' SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" SCALE: 1!2"=1'-0" Portland, OR 73774 STUCCO FINISH SYSTEM A c F: (503) 239-7327 ARCHITECTURAL r ARCHITECTURAL r , 22'-0" -- - - 22' MOLDING 9 I I MOLDING 10 T.O.P. I - - -- - -- --- - T.O. - - 6.1 6.1 I ARCHITECTURAL I ARCHITECTURAL BATT INSULATION BATT INSULATION MOLDING - MOLDING L- www.ADarchitects.COm 2X WOOD FRAMING, SEE 2X WOOD FRAMING, SEE BATT INSULATION STRUCTURAL DRAWINGS 2X WOOD FRAMING, SEE ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND FOR MORE INFORMATION STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS PLANS SET FORTH ON THESE SHEETS ARE OWNED BY FOR MORE INFORMATION AND ARE THE PROPERTY OF ANDERSON DABROWSKI STUCCO FINISH SYSTEM FOR MORE INFORMATION ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF FOR VENEER SIDING SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR STUCCO FINISH SYSTEM ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER BUILDING B �_ - -- - - - SW 72ND AVE AT SW DARTMOUTH ST T-- TIGARD, OR ARCHITECTURAL MOLDING 9 IqA 6.1 I I L- CONSTRUCTION DOCUMENTS _ ! Revisions: i WOOD TRELLIS I I Date: 05.16.13 Scale: AS NOTED I , I i L------ J Project No.: AD13108 6.1 I BATT INSULATION File Name: 13108A6.0 2X WOOD FRAMING, SEE STRUCTURAL DRAWINGS Drawn By: MJW/KVR FOR MORE INFORMATION 0-0' 0'-"' I I Checked By: JMA FIN. FLR. I :`; , Ia FIN. FLR. ( j ------ I STUCCO FINISH SYSTEM 17 Jurisdiction Approval: \ STONE VENEER LEDGER - \ \ \ ' /\/\/� 5' ' FOUNDATION, SEE /////// /\\//\\//\i LEDGER STRUCTURAL DRAWINGS a /\\�\\�\\j ATION, SEE STRUCTOURALDDRAWINGS /\\ \\�\j 17 FOR MORE INFORMATION /\\/\\/\\ FOR MORE INFORMATION //\//\//\ 6.1 _ FOUNDATION DRAIN, SEE a /\//\///� FOUNDATION DRAIN, SEE \\//\\//\\ STONE VENEER LEDGER CIVIL DRAWINGS FOR / CIVIL DRAWINGS FOR _ 3'-0' MORE INFORMATION /\\//\\//\\ MORE INFORMATION / / /�� LEDGER 6�1 ( \�/�//VAS g 1 // ///\/ '/x / / - /\/\/ a \\/�\// / 6.1 2, \\ 0'-01 FIN FLR. FOUNDATION, SEE \ \\ \ \ FOUNDATION, SEE \e \ \ \ \ STRUCTURAL DRAWINGS \ \ \ \ \ \ \ \ // // // / / / / / / FOR MORE INFORMATION STRUCTURAL DRAWINGS \ \ \ \ \ \ /\\�\\�\\�\ \\ \\ \\ \\�\\�\\� \�\\ \�/\ \��\\ \\ \\ \\�\ \\//\\//\//\\//\\//\\// / \ \ \ FOR MORE INFORMATION %/ \//\�/ �/�// d //////� /// / / / / // // // // / FOUNDATION DRAIN, SEE \ /\/\/\ \ �\ \�\ \ \ \ \ \ \ \ \ \ /\ /\ /\ /\ \ -\x\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ \\ \\ \\ \/\/\/\/\/\/\/\ / // / / // // // // // // // // // // FOUNDATION DRAIN, SEE \/\/\/\/\ \/\/\/ \ \// / / / / /\\//\\//\\//\\//\\ CIVIL MORERN INFORMATION \/\\/ / \ CIVIL DRAWINGSFOR \\ \ \\ \ \ / // //\\//\\//\\// //\\/ NX \\�\\�\\�\\�\\/\\/ \/\j/\j\\%/ \\%\\j\\j\\j\\ \� \\\\\ \/\\\\\\ /\\\//\\//\\///\\///\\///\�//\�//\�//\\/// /\\� MORE INFORMATION /\ \ // / \ v \/\� \/\//////\//\//\/ �/ \\\\\\ \\/ /\//\/ \ \ \ \/ %\\/\\ \// \ \//\//\//\//\ \/\ \//\/\/ \ \ \/\ \/j\/j//j///\//j//j//\//\//\� j ///\\///\\/ ///\\//j///\\//j//j\//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ \\//\\/j Sheet Title: /\/// \// /\// \ \// /\\ \\//\\//\\//\\//\\ \\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \�\\ \ \ \�\\ \�\\/ \\ \j\\ \\ \\ \\/\\��\j\\��\��\\�\\�\\�\\�\\\\\\\\\\\\\\\\\� WALL SECTIONS 7. WALL SECTION 8. WALL SECTION 9. WALL SECTION 10. WALL SECTION SCALE: 1/2"=1'-0" -0"SCALE: 1/2"= V-9' SCALE: 1/2"= 1' A6. 0 SCALE: 1Y2"= 1'-0" Sheet No.: � r - - - - - - -PARAPET FLASHING ,� - - - - - •(— - - - - PARAPET FLASHING CAP, 1/4": 12" I I rl iI I� I CAP, 1/4" : 12"SLOPE , PARAPET FLASHING r I PARAPET FLASHING SLOPE i I I CAP, 1/4" : 12"SLOPE I CAP, 1/4" : 12"SLOPE I DOUBLE TOP PLATE I li I DOUBLE TOP PLATE DOUBLE TOP PLATE ' I DOUBLE TOP PLATE 2X WOOD STUD ARCHITECTURAL i i ARCHITECTURAL I ARCHITECTURAL I FINISH LAYER OF iI II I w) MOULDING, REFER TO , i MOULDING, REFER TO __---------_ _ r I _ MOULDING, REFER TO I I STUCCO I� ARCHITECTURAL MOLDING, WINDOW SCHEDULE r I I WINDOW SCHEDULE WINDOW SCHEDULE ( COUNTERSINK FASTENERS 1(8" FOR MORE I I FOR MORE I FOR MORE II II REFER TO ELEVATIONS FOR I ADHESIVE MORE INFORMATION ON PROFILE INFORMATION ON , I I r = INFORMATION ON r I INFORMATION ON I II I PROFILE I I PROFILE I I PROFILE I ARCHITECTURAL MOULDING, iI Ii 2X WOOD STUD I COUNTERSINK FASTENERS 1/8" i REFER TO WINDOW SCHEDULE 2X WOOD STUD �7 FINISH LAYER OF r r I FINISH LAYER OF I FOR MORE INFORMATIONROE 2X WOOD STUD STUCCOSTUCCO I I FINISH LAYER OF I COUNTERSINK FASTENERS 1/8" --- , — I , STUCCO ,I COUNTERSINK FASTENERS 1/8" FIBER CEMENT SIDING_----_.— I — I I r ADHESIVE I WATER-RESISTANT BARRIER ADHESIVE ADHESIVE DRAINAGE MAT DRAINAGE MAT _ DRAINAGE MAT I � �I DRAINAGE MAT WATER-RESISTANT BARRIER WATER-RESISTANT BARRIER / \ � WATER-RESISTANT BARRIER TRANSITION TAPE 12"SHEATHING 12"SHEATHING r 12"SHEATHING \ FLASHING �I STUCCO FINISH SYSTEM ( , FIBER-CEMENT SIDING ,I \ 12"SHEATHING STUCCO FINISH SYSTEM FIBER-CEMENT SIDINGI II SINGLE-PLY ROOF MEMBRANE , I SINGLE-PLY ROOF MEMBRANE � ° RIGID INSULATION RIGID INSULATION ` , II BATT INSULATION r BATT INSULATION i 1 4"CANT ' SINGEL PLY ROOF MEMBRANE RIGID INSULATION II l 1 . STUCCO PARAPET AT SCREEN WALL 2. FIBER CEMENT PARAPET W/ CORNICE 3. STUCCO PARAPET (AT KICKER- WALL) � SCALE: 3"=VI SCALE: 3"= V-0" SCALE: 3"= 1'-0" II > I FIBER-CEMENT SIDING 1'-6"MIN WATER-RESISTANT BARRIER II DRAINAGE MAT DRAINAGE MAT WATER-RESISTANT BARRIER r" 4"DIA. ROOF DRAIN 12"SHEATHING .I I 12"SHEATHING IFS SINGLE PLY ROOF MEMBRANE a TRANSITIONFLASHING STUCCO STUCCO FINISH SYSTEM 4"DIA. OVERFLOW DRAIN W/ I F: II I �' 3ID v STANDING SEAM ROOFING I ,I I, 2"HIGH INTERNAL DAM o I 12" PLYWOOD AS MEASURED FROM ROOF ¢ < ( `" ,I IV b I J M. E TRANSITION TAPE LOW POINT z FLASHING STUCCO FINISH SYSTEM I WEEP SCREED Ill W (rO — — — iI I O z I CANVAS AWNING, INSTALL PER I 0 GON FLASHING O O _ II MANUFACTURER'S INSTRUCTIONS -- --- ------- BATT INSULATION �, � O ww i_l1I �I I tS w GUTTER, HIGH h WATER RESISTANT BARRIER OF Ol`� (n POINT CENTERED IN I BLOCKING, I i' I KICKER WALL FRAMING Q FRONT, SLOPING III /j AS REQUIRED BACKER ROD AND SEALANT I DRAINAGE MAT DRAW BAND 12:12 TO EACH SIDE 2X FASCIA 11 TRANSITION TAPE FLASHING 2X FRAMING b ROOF SEALANT ( I SEE STRUCTURAL DRAWINGS h WEEP SCREED FINISHED GRADE N FOR MORE INFORMATION ON CLAMPING RING 2'-9"OR 3' I I� FLASHING � I POSTANCHOR PLANK SINGLE PLY ROOF MEMBRANE GALV. UNDER- SEE WALL SEC ION FOR MORE ORMA N � 4 DECK CLAMP NOTES: DECORATIVE BRACKET- iII RIGID INSULATION COUNTERSINK AND PLUG ALL II 1. EXTEND MEMBRANE 1 12" II SINGLE-PLY ROOF MEMBRANE II 4"CANT 7,�„ BEYOND DRAIN BOLTS BOLTS, SEE STRUCTURAL II 2. HOLE IN MEMBRANE MUST BE DRAWINGS FOR MORE INFO � I EQUAL TO DRAIN PIPE SIZE i ill RIGID INSULATION i i VARIES 3. FIELD SEAMS CANNOT CROS FINISH SYSTEM, SEE WALL I l THROUGH DRAIN RING AREA SECTION FOR MORE i 4I I x1x INFORMATION I I� I 4. MECHANICAL SCREEN WALL BOTTOM 5. TYP. ROOF DRAIN DETAIL 6. COVERED TRELLIS 7. MECHANICAL SCREEN WALL 8. CANVAS AWNING A N D E R S O N SCALE: T`=1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 1 12"=VI SCALE: 1 12"= 1'-0" SCALE: 1 12"= VI DABROWSKI -` - ARCHITECTS �) 12"SHEATHING �I 12"SHEATHING �I 2X WOOD STUD �I 2X WOOD STUD �I j i �I L L C 'I BATT INSULATION r BATT INSULATION �I STONE VENEER OR i ,I ARCHITECTURAL MOULDING, ,I �I 'l r ,I FIBER-CEMENT SIDING FINISH , STUCCO FINISH SYSTEM i REFER TO WINDOW SCHEDULE ,I �I ,I FOR MORE INFORMATION ON �I LATH �I LATH SYSTEM, SEE BUILDING SECTION 1 , FOR MORE INFORMATION DRAINAGE MAT PROFILE ,I DRAINAGE MAT rl DRAINAGE MAT �I ,I DRAINAGE MAT I WATER-RESISTANT BARRIER DRAINAGE MAT WATER-RESISTANT BARRIER WATER-RESISTANT BARRIER WATER-RESISTANT BARRIER --� � WATER-RESISTANT BARRIER MORTAR JOINT(WHERE OCCURS) �I FIBER-CEMENT SIDING, FOLLOW � � 12"SHEATHING , 12"SHEATHING STONE VENEER, FOLLOW �I MANUFACTURER'S INSTRUCTIONS STUCCO FINISH SYSTEM MANUFACTURER'S INSTRUCTIONS r) FOR INSTALLATION 12"SHEATHING ARCHITECTURAL MOULDING, I , I FOR INSTALLATION , �I REFER TO WINDOW SCHEDULE Portland Office: FOR MORE INFORMATION ON J ARCHITECTURAL MOULDING, — I ,I .I I J ----- , 1430 SE 3rd Ave, Ste 200 PROFILE TRANSITION TAPE I fl I f REFER TO WINDOW SCHEDULE I ,I Portland, OR 97214 FOR MORE INFORMATION OFION , ( ) I+ WEEP SCREED , I �� F: (503) 239-7327 FLASHING ` � I T: 503 239-7377 0 TRANSITION TAPE d BACKER ROD AND SEALANT ----�,I , I , il [ uI ,I TRANSITION TAPE FINISH SYSTEM, SEE BUILDING I,I ,I I ,I , SECTION FOR MORE I, WEEP SCREED WEEP SCREED , ,I TRANSITION TAPE / INFORMATION �� BACKING ROD AND SEALANT BACKING ROD AND SEALANT ,I ,I 2X WOOD FRAMING I,I FLASHING WEEP SCREED FLASHING ul FIXED WINDOW BACKING ROD AND SEALANT BATT INSULATION FIXED WINDOW iI I u FLASHING I uI FIXED WINDOW www.ADarchitects.com I uI u I ISI ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND I It PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSUREOF 9. TYP. 10. STUCCO TRANSITION, TYR 11 . STONE VENEER @ WINDOW HEADER 12. FIBER CEMENT @ WINDOW HEADER 13. MOLDING @ WINDOW HEADER SAID PLANS,REPRODUCTIONS.IDEAS,DESIGNS,PER ANDXN2 STUCCO SYSTEM , ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS SCASCALE: 3"= 1'-0" SCALE: 3" = 1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0 LE: 3"=1'-0" PROHIBITED BYLAW. I ISI I' I j RED ROCK CENTER 'Tt— STUCCO FINISH SYSTEM �I ( i IsI BUILDING B hI i SW 72ND AVE AT SW DARTMOUTH ST 1 n �I TIGARD, OR d I I I I LI WEEP SCREED �I I iiI BACKER ROD AND SEALANT I I STONE VENEER OR STUCCO FIXED WINDOW VARIES I I I uI FINISH SYSTEM, SEE BUILDING , CONSTRUCTION DOCUMENTS BACKER ROD AND SEALANT LEDGER SECTION FOR MORE , FIXED WINDOW FIXED WINDOW i I I nI BACKER ROD AND SEALANT BACKER ROD AND SEALANT — — — FLASHING TRANSITION TAPE 7 I I INFORMATION --- J,I Revisions: FLASHING r FLASHING — — — — — VENEER LEDGER I 1X6 FIBER-CEMENT DECORATIVE WALL CONDITIONS VARY, SEE TRIM I BACKING ROD AND SEALANT � a WALL SECTIONS FOR MORE e� i I VENEER LEDGER i INFORMATION. all I I I FIBER CEMENT SIDING �I FIBER-CEMENT SIDING ,I STUCCO FINISH SYSTEM I ° ,I DRAINAGE MAT I DRAINAGE MAT �l ,I ,I FLASHING a i I I WATER-RESISTANT BARRIER DRAINAGE MAT 12" SHEATHING Date: 05.16.13 WATER-RESISTANT BARRIER , WATER-RESISTANT BARRIER LATH ,I DRAINAGE MAT I I I a r 'I I 2X WOOD FRAMING 12"SHEATHING L41, 12"SHEATHING MORTAR SETTING BED ,I WATER-RESISTANT BARRIER 2X WOOD STUD ,I 2X WOOD STUD I MORTAR SCRATCH COAT I I 12"SHEATHING ,I I BATT INSULATION Scale: AS NOTED BATT INSULATION I 1 DRAINAGE MAT ,I MORTAR JOINT(WHERE OCCURS) ,) I iI Project No.: AD13108 •: �I BATT INSULATION 1 r ;I WATER-RESISTANT BARRIER , ii STONE VENEER, FOLLOW ,I 12"SHEATHING MANUFACTURER'S INSTRUCTIONS - ,I I I File Name: 13108A6.1 ,I MORTAR JOINT(WHERE OCCURS) FOR INSTALLATION I 'I STONE VENEER, FOLLOW i I LATH �I I I I iI Drawn By: MJW/KVR i I MANUFACTURER'S INSTRUCTIONS MORTAR SETTING BED �I iI Checked By: JIMA r � FOR INSTALLATION , � MORTAR SCRATCH COAT �I � y' PLAN DETAIL � 14. FIBER CEMENT @ WINDO ILL 15.STUCCO @ WINDOWSILL 16. STONE LEDGER @ WINDO SILL 17. STONE LEDGER STUCCO 18. F.C. SIDING/MATERIAL TRANSITION Jurisdiction Approval SCALE: 3" =1'-0" SCALE: 3"= VI SCALE: 3"= TI SCALE: 3" = 1'-0" SCALE: 3"= VI DRAINAGE MAT ' , WATER-RESISTANT BARRIER ,I 12"SHEATHING , DRAINAGE MAT MORTAR JOINT(WHERE OCCURS) ,I iI STONE VENEER, FOLLOW ,l WATER-RESISTANT BARRIER DOOR ASSEMBLY �I 12"SHEATHING �I �I MANUFACTURER'S INSTRUCTIONS � MORTAR JOINT(WHERE OCCURS) ALUMINUM THRESHOLD,MAX FOR INSTALLATION STONE VENEER, FOLLOW ,I HEIGHT 1/4", SEALANT UNDER LATH , I MANUFACTURER'S INSTRUCTIONS CONCRETE SIDEWALK SLOPING MORTAR SETTING BED I FOR INSTALLATION iI MIN 2%AWAY FROM BUILDING 'I MORTAR SCRATCH COAT I W , Q FIBER CEMENT SIDING iI WEEP SCREED I �I 12"EXPANSION JOINT SHEATHING FLASHING y I iI 1/2"2X FRAMING , CONCRETE SIDEWALK SLOPING I , FLASHING <1 MIN 2%AWAY FROM BUILDING FOUNDATION t BATT INSULATION , SLAB ON GRADE LATH aI ,I FOUNDATION al PROTECTION BOARD AND MORTAR SETTING BED :11 I !J WATERPROOFING PROTECTION BOARD AND a Q MORTAR SCRATCH COAT ,l I , I FOUNDATION WATERPROOFING WEEP SCREED ,I I WATER-RESISTANT BARRIER I a Q FLASHING �� I DRAINAGE MAT / / G TRANSITION TAPE FLASHING - fI / <1 � Sheet Title:C WALL DETAILS 19. DOOR THRESHOLD SIDEWALK 20. STONE VENEER @ SIDEWALK 21 . STONE VENEER SOIL 22. FIBER CEMENT SIDING @ SOIL Sheet No.: A6. 1 SCALE: 3"=1'-0" SCALE: 3" =1'-0" SCALE: 3"= V-0" SCALE: 3"=TI DOOR SCHEDULE P4 DOORS FRAMES 44 SIZE DESCRIPTION DESCRIP DETAILS F7..4 w a 0 w p Lu l�--i U) LU w z z a ❑ °0w w � (0 FU U) K 2 20 00 � z w � m a03 00 w O ZU_ Mw O z C7 V a a � U' a = F z LU U Z W mnl O � z U ow O � aLU C) U Z O O Z o z (ro W Q D of w Q Q F- 10- Z (�J a Of a t=- rn a U) _ < C0 a �¢ uwi � w z of LL U_ x 2 Ll w ai o co DR. NO. W H T S P MAT MAT MAT FIN FIN TYPE L E N R FR HW MAT FIN EG DP COMMENTS 100 T-0" T-0" 2" • • • q • NA HW-1 ALUM ANO. NEW DOOR W/ADA COMPLIANT HARDWARE. 101 6'-0" T-0" 2" • • • B • NA HW-2 ALUM ANO. NEW DOOR W/ADA COMPLIANT HARDWARE. O 102 6-0" T-0" 2" • • • B • NA HW-2 ALUM ANO. NEW DOOR W1 ADA COMPLIANT HARDWARE. 103 T-0" T-0" 2" • • • A • NA HWA ALUM ANO. NEW DOOR W/ADA COMPLIANT HARDWARE. 104 6-0" T-0" 2" • • • B • NA HW-2 I ALUM ANO. NEW DOOR W/ADA COMPLIANT HARDWARE. 105 6-0" T-0" 2" • • • B • NA HW-2 ALUM ANO. NEW DOOR W/ADA COMPLIANT HARDWARE. HARDWARE SCHEDULE HW-5 100, 103 DOOR SCHEDULE GENERAL NOTES T QTY ITEM DESCRIPTION FINISH MANUF 1. PROVIDE HINGES, GASKETING, SILENCERS, DOOR STOPS, ETC.AS REQUIRED AT ALL DOOR LOCATIONS. [ '/>j, 1 EA CONTINUOUS HINGE 112HD 628 IVE REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY REQUIRED. � JAE .r 1 EA DEADLOCK 20-013 S 1-1/2"BS 626 ADA 2. HARDWARE FINISH: MATCH DEVELOPMENT STANDARD SATIN CHROME FINISH UNLESS OTHERWISE NOTED. J N r 2 EA MORTISE CYLINDER 20-013 626 SCH C 1 1 EA TRIM STRIKE 4000 628 ADA 3. ALL DOORS W/LOCKS WITHIN SCOPE TO BE KEYED/RE-KEYED BY OWNER. 1 EA SIGN 774 OSSC COMPLIANT-SEE NOTE BELOW) TRI 1 EA SURFACE LO SC71 -NO 630 IVE 4. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK. LJl 1 EA SURFACE CLOSER SC71 SSMO 689 FAL 1 EA DRIP CAP t16A OMIT IF PROTECTED FROM WEATHER CL NGP 5. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED �O 1 EA DOOR SWEEP C627A CL NGP HARDWARE INCLUDED IN PROJECT. O� O�� 1 EA THRESHOLD 896S MS/LA AL NGP 1 EA I WEATHER STRIPPING I BY DOORFRAME MANUFACTURER 6. STANDARD RETURN BEHIND ALL DOORS TO BE 6"UNLESS NOTED OTHERWISE. NOTE: SIGNAGE TO STATE: "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". 7. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS, COVER LABEL DURING APPLICATION OF FINISHES. HW-1 101, 102, 104, 105 QTY ITEM DESCRIPTION FINISH MANUF 2 EA CONTINUOUS HINGE 112HD 628 IVE 1 EA DEADLOCK MS1850S 1-1/2"BS 628 ADA 2 EA MORTISE CYLINDER 20-013 626 SCH 1 EA TRIM STRIKE 4000 628 ADA 1 SET HEAD/THRESHOLD BOLT 4015 X 4085 603 ADA 1 EA SIGN 773 OSSC COMPLIANT-SEE NOTE BELOW) TRI 2 EA PULL/PUSHBAR 9190-2-NO 630 IVE 2 EA SURFACE CLOSER SC71 SS/HO 689 FAL 1 EA DRIP CAP 16A OMIT IF PROTECTED FROM WEATHER CL NGP 2 EA DOOR SWEEP C627A CL NGP ANDERSON 1 EA THRESHOLD 896S MS/LA AL NGP DABROWSKI 1 EA WEATHER STRIPPING BY DOORFRAME MANUFACTURER NOTE: SIGNAGE TO STATE: "THESE DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". ARCH I T E C T S LLC DOOR TYPES \ / \ Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 STANDARD STANDARD STOREFRONT STOREFRONT www.ADarchitects.Com SINGLE DOOR DOUBLE DOOR ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW RED ROCK CENTER BUILDING B SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR CONSTRUCTION DOCUMENTS Revisions: Date: 05.16.13 Scale: AS NOTED Project No.: AD13108 File Name: 13108A7.0 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: Sheet Title: SCHEDULES Sheet No.: A7.0 GENERAL NEW REFLECTED CEILING PLAN NOTES 05.31.06 SPRINKLER LOCATIONS IN 1. THE REFLECTED CEILING PLAN IS FOR GRID AND LIGHT FIXTURE 5. DESIGN BUILD MECHANICAL: CEILING TILE PLACEMENT/ORIENTATION PURPOSES ONLY. HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE SPRINKLER LOCATIONS 2. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, SITE IN PREPARATION OF HVAC SYSTEM DUCTWORK,ZONING, AT 2X4 CEILING TILE UNLESS NOTED OTHERWISE. ANY DAMAGED LENSES TO BE SUPPLY& RETURN AIR PLACEMENTS, DRAWINGS,SUBMITTALS AND REPLACED. CONDITIONsIMILAR CONDITION FOR CONSTRUCTION BIDS AND PERMITS. LIFE SAFETY DEVICES 3. ALL LIGHT FIXTURES TO BE LAMPED THROUGHOUT SCOPE OF WORK. MECHANICAL CONTRACTOR TO PROVIDE HVAC MODIFICATIONS AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO !l/��z-----zzz THE NEW FLOOR/CEILING PLAN. rT , 4. DESIGN BUILD ELECTRICAL: A.CENTERED IN EITHER f•i�'� ELECTRICAL BIDDER DESIGN SUBCONTRACTORS TO REVIEW MECHANICAL INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES HALF OF CEILING nLE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER SITE IN PREPARATION OF ELECTRICAL SYSTEM, CIRCUITRY, POWER, ARCHITECTURAL. LIGHTING,AND FIRE ALARM DRAWINGS, SUBMITTALS AND CONSTRUCTION BIDS AND PERMITS. 6. CONTRACTOR TO PROVIDE HVAC BALANCING,AND ASSOCIATED U ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL MODIFICATIONS REPORTS BY CERTIFIED 3RD PARTY VENDOR UPON COMPLETION OFSUITE CONSTRUCTION. B.PLACED IN CENTER AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO OF ENTIRE TRE THE NEW FLOOR/CEILING PLAN. 7. GENERAL CONTRACTOR IS TO PROVIDE AS-BUILT CLOSE-OUT O ELECTRICAL INFORMATION, EXCEPT OUTLET LOCATIONS,ARE DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS. SHOWN FOR SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER ARCHITECTURAL. 1� 4LA 041 M. D ON ,0 N OF 0 ANDERSON DABROWSKI ARCHITECTS LLC ■ Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 SPECIFIC NEW REFLECTED CEILING PLAN NOTES 1 23 5 01 PROVIDE AND INSTALL NEW HVAC SYSTEM AS NECESSARY TO PROVIDE AND INSTALL NEW EXTERIOR HORIZONTAL SCONCES. 4 COMPLETE MECHANICAL DESIGN. SEE MECHANICAL DRAWINGS OS MOUNT FIXTURES 18'-6"A.F.F. TO CENTERLINE OF FIXTURE.SEE FOR MORE INFORMATION. NOTE NOT SHOWN. DESIGN BUILD ELECTRICAL FOR MORE INFORMATION. EXTERIOR SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE 02 PROVIDE AND INSTALL 4'TEMPORARY FLUORESCENT LIGHTS AS ELECTRICAL PANEL. www.ADarchitects.COm08 08 SHOWN.WIRE TO SWITCHING AS SHOWN. _ _ --�� ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND EXTERIOR HORIZONTAL SCONCE S MOUNTEXTUREAND STALLNEWEXTERIORVERTICALS INE OF FIXTURE. O6 06 06 O6 _ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 03 MOUNITT FIXTURES 61'-4NA1F.F. TO CENTER INE OF F XTURE.SEE 06 DESIGN BIUILDRELECTR CAL FOR MORE NLFORMATIONUEXTER OR I 13 r 08 \ 06 I 08 I 06 AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDOR SIGN BUILD ELECTRICAL FOR MORE INFORMATION. EXTERIOR SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE b b 10' 8" 10'-8" ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE ELECTRICAL PANEL. M OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS A _ PROHIBITED BYLAW. ELECTRICAL PANEL. 0 0 PROVIDE AND INSTALL WOOD TRELLIS AT LOCATIONS SHOWN. O6 RED ROCK CENTER 04 PROVIDE AND INSTALL NEW EXTERIOR HORIZONTAL SCONCES. 07 SEE DETAILS FOR MORE INFORMATION. MOUNT FIXTURES 17'-3"A.F.F. TO CENTERLINE OF FIXTURE.SEE 3 DESIGN BUILD ELECTRICAL FOR MORE INFORMATION. EXTERIOR PROVIDE AND INSTALL CANVAS AWNINGS AT LOCATIONS BUILDING B� SW 72ND AVE AT SW DARTMOUTH ST SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE 08 INDICATED. SEE DETAILS FOR MORE INFORMATION. + ELECTRICAL PANEL. 08 ? TIGARD, OR a 02 CONSTRUCTION DOCUMENTS oz TYP. 1 Revisions: TYP. j 08 I STRUCT. I Date: 05.16.13 b C9 Scale: AS NOTED � Project No.: AD13108 File Name: 13108A9.1 3'-0" 06 Drawn By: MJW/KVR Checked By: JMA j I j j j Jurisdiction Approval: I I 06 A - I - � I 08 Z I 3 08 03 io C 06 05 06 08 � 11'-4" / _ - 06 — 07 I 06 �"'-- I 08 I I 06 9 01 1 04 06 07 Sheet Title: REFELCTED CEILING PLAN 1 . NEW REFLECTED CEILING PLAN Sheet No.: A9.0 SCALE: 1/8"= 1'-0" GENERAL STRUCTURAL NOTES GENERAL WOOD FRAMING PREFABRICATED ROOF JOISTS DRAWING NOTES I. These notes set minimum standards For construction. The drawings govern over the I. All laminated beams to be 24F-V4 OF/DF Cat simple span beams) and 24F-V5 1. All roof members shall be manufactured by RedBUILT (formerly the commercial O DESIGN / CONSTRUCTION General Notes to extent shown- DF/DF (at cantilever beams) per AITC specification- Appearance grade to be division of Trus Joist). I- INpIGATES FOOTING MARK 2- Contractor shall verify all dimensions and conditions on drawings and in the field- industrial- 2- All joists shall conform to all provisions of the 2010 Oregon Structural Specialty w Coordinate locations of openings thro h floors, roof and walls with architectural, 2. All glue laminated members shall be notched, shaped and Finished as per plans Code- 2• O INDICATES COLUMN MARK The structural design and documentation are based on the 2010 Oregon Structural119 Specialty Code (OSSC). The structural documents are to be used in conjunction with mechanical and electrical plans. Notify design agency of any discrepancies- and specifications and shall be fabricated with waterproof glues- 3. Joist shall not exceed a live load deflection of L/360 or the working stresses as 0 N 3. Mechanical equipment, mechanical and sprinkler piping larger than 2' diameter or 3. Erection of members shall conform to ,AIT( specifications. shown in the 2010 OSSC standards for appropriate materials For the loads 3. O INDICATES HOLDOWN MARK !"�K the architectural drawings, mechanical drawings, and the project specifications. Thep p p g g contractor Is responsible for coordination of all documentation and is to bring other items producing a hanger load over 500 shall be hung by a system 4- All lumber species and grades to be as Follows: indicated on the drawings. A document discrepancies to the attention of the architect / engineer for clarification / approved by the design agency. Any hanger producing a load over 2000 shall a. Joists, beams and stringers......____ ......___Douglas Fir-Larch No. 2 (DF-L n) 4. Joist manufacturer shall furnish complete engineering shop drawings with 4- INDICATES SHEAR WALL MARK direction. have additional framing installed to transfer these loads to the main structural b- Beams 4 stringers 6x 4 greater"____ __.._ _Douglas Fir-Larch No- I (DF-L M) substantiating calculations sealed by an Oregon registered professional- beams or walls unless otherwise approved- c. 4x posts----- 5- CJ- CONTROL JOINT. SEE PLANS, DETAILS, AND ARCHITECTURAL...._ .._Douglas Fir-Larch No. 2 (DF-L+2) 5- a. RED-I series: The stability of the structure is dependent on the completed condition. The 4- shop drawings shall be required on reinforcing steel, structural steel, bidder and d- Posts 4 timbers 6x 4 greater ...... ..............Douglas Fir-Larch No. I (DF-L M) Manufacturer shall Furnish all hangers, end and intermediate stiffeners, DRAWINGS FOR ADDITIONAL INFORMATION. contractor Is reponsible For temporary bracing during construction. designed window glazing systems and shall be reviewed prior to fabrication. e. 2x4 studs.__________......_______..... .....______Douglas Fir-Larch No. 2 (DF-L n) blocking and/or shear panels, and metal bridging assemblies as required f- Studs 2x6 4 greater- ...... 6. INDICATES 2x6 1916' o/c (UNLESS NOTED OTHERWISE) STUD WALL.. . ........... ....... Douglas Fir-Larch No. 2 (DF-L •2) to provide a complete floor or roof structural system. (T 1 DESIGN LOADS g. Top and Bottom Plates ____ _...... _.._.-Douglas Fir-Larch / Any Grade b. Parallel strand lumber (PSL), Laminated veneer lumber (LVL), and Laminated Strand CONCRETE - CAST IN PLACE _.. h. Sills, ledgers, plates, etc- embedded in or Lumber (1-80 to be manufactured from Western Species Lumber per manufacturer's F� In addition to the structural dead loads, the followinglive loads and design criteria in contact with concrete............. .............__Press treated DF-L 02 specifications with the following stress ratings. � were used: g I. Average concrete strength as determined by job cast lab cured cylinders at 28 p g g days (plus increase depending upon the plant's standard deviation as specified I- Bucks, blocking , bridging 4 mist__.________ _.._pF-L 03 or Hem Fir 03 1. Parallam (PSL) Fb = 2900 psi Floor: _-- -- _..- -- - _..._ 25 psf + snow drift / mechanical in ACI 318) shall be 3,000 psi for all uses- 5. Block solid between joist and rafters at bearing lines. Crossbridge joists 2x12 Fv = 290 psi '� (C Floors:- ...____ 100 par 2. Minimum Mix Requirements: and deepter at 8'-0' maximum on center. E 2,000,000 psi s/a' APA RATED (48/20) SHEATHING. AT SHEATHING W� 6. Framing anchors, joist hanger, post caps, etc. to be 'Simpson' or approved equal, 196' EDGES, loci 1912' FIELD. M Maximum water-to-cement ratio: 050 for non-air entrained concrete, 0-46 for v Retaining Walls air-entrained concrete, 0.42 For interior slabs. 1 All bolt heads and nuts bearing on wood to be provided with an oversized 11. Microllam (LVL) FF, = 2600 psi Restrained Retaining Wall________ _________ 55 pcF (equivalent fluid pressure) b- Slump: 4 inches- [)aviation from design slump +1/2' to -I'- When concrete is to washer. Fv = 285 psi Non-Restralned Retaining Wall..... 35 pcF (equivalent fluid pressure) be pumped, add plasticizers and provide a new mix design to increase slum 8- All nailing to be per table 2304-ci-1 of the OSSC. Nails called for on the drawings E 1,800,000 psi � UNLESS NOTED OTHERWISE, O ALL BEAMS / HEADERS IN BEARING WALLS TO BE 4x12: J Soil Bearing Pressure'- 2,000 per (Total Load) p p p g p are to be common- ILeoo scr�waLreeNaTes !/1�/{ to a pumpable mix Do not add water- ad 0.131'0 x 211 ' 06 x 211 ' 0.138.0 PROVIDE 2x TRIM STUD AND FULL HEIGHT KING STUD- NAIL SEAM TO TRIM STUD W/ c. Air Entrainment: Per ACI at all exterior slabs. 2 tit. Timber Strand (LSU Fb = 2250 psi + Geocon Northwest report / recommendation dated February 16, 2007- loci 0.148'0 x 3' 08 x 3' 0.164'@ loci 70E NAIL EACH SIDE. NAIL KING STUD TO BEAM W/ (4) 16d. d. Admix: Water reducing admix (Pozzolith or equal) for all slabs. 1 F„ = 285 psi 16ci 0.162'0 x 3121 08 x 312 0.164'4 e. Aggregate le be crushed rock E size and psi HEADERS IN CURVED BEARING WALL TO BE (2) 2x10: WMd..______._......____........____...... 95 mph (3 sec gust) f. Sand Equivalent to be void of organic materials- 9- Cutting and notching of joists not allowed. I' diameter Mole may be drilled to the 6. Manufacturer shall coordinate location, size and weight of mechanical equipment � PROVIDE 2x TRIM STUD AND FULL HEIGHT KING STUD- NAIL BEAM TO TRIM STUD W/ Exposure B 3. Place and cure all concrete per AGI codes and standards. center 1/3 of the member depth. All other holes to be approved. with mechanical engineer and contractor. Verify location and size of duct 10d TOE NAIL EACH SIDE- NAIL KING STUD IN BEAM W/ C4) 16d. �..� Iw = 10 4- Provide control joints in all slabs on grade at 20'-0' o/c each way maximum unless 10. Studs may be notched In the lower 1/5 of the height of stud for electric and openings. Provide additional joists as necessary. otherwise shown on plans. Provide control joints 1n all exterior walks and slabs plumbing pipes, but no part of notch is to be deeper than 25se of width of stud- 1. All bridging, bearing hardware, blocking, hangers, etc- that connect to the joists 4 Seismic............... ...... .......... ......_ Occupancy Catagory 11 per architectural requirements- Holes of diameters up to 1/3 of width of stud may be cir111ed In etude but not in shall be per Red Built standard details. FABRIC COVERED AWNING (BY OTHERS). COORDINATE BACKING REQUIREMENTS WITH AWNING MANUFACTURER Site Class - D pipes or conduits of aluminum shall not be embedded in structural center 1/3 of their height. 8- Erector shall exercise extreme care during erection of joists to prevent them Setaimic Design Gatagory - D concrete unless effectively coated. Il. Sheathing to be APA rated with exterior glue, nominal size as noted on the From buckling laterally. Provide lateral bracing as necessary. Ss = 0.951 S1 0340 drawings- Install roof and floor sheathing with face grain perpendicular to CANOPY- SEE DETAIL (10/83) 4 ARCHITECTURAL DRAWINGS. SDs = 0.110 SDI = 0390 REINFORCING supports and stagger end joints. Install wall sheathing either horizontal or STRUCTURAL AND MISCELLANEOUS STEEL © 4' SLAB ON GRADE. PROVIDE 03 Cor 04) 1932' o/c EACH WAY (1114' CLEAR TOP)- PR�fF vertical and block all edges of sheathing with 2x4 or thicker blocking. -e�`p" SPECIAL INSPECTIONS 1. All reinforcing steel for concrete to be grade 60 (grade 40 for ties) and shall 1- Detailing, fabrication and erection shall conform to the Steel Construction Manual S'` „£E of AISC. ❑1 04 x 4'-0' 1945' AT ALL CORNERS- �\ 12,187 conform to OSS( g and and ASTM A6 2. All structural steel columns / beams to be grade 50, all other steel to be A36. I- Special inspections are to be performed by a qualified independent special 2. All welded reinforcing steell t shall conform to ASTM A106- inspector and shall conform to Section loci and Chapter 11 of the 2010 Oregon 3. Fabricate and install reinforcing steel according to the 'Manual of Standard 3- All welds to be made by Certified Welders to AWS Standards with E10XX ® BRACE PARAPET, SEE (2/82) FOR BRACING REQUIREMENTS. Reinforced Concrete Structures' AGI Standard 315- electrodes. 4 2- Inspections are to be continuous or periodic as defined by IBC Chapter 11: 4- Provide 2'-0' x 2'-0' corner bars to match horizontal reinforcing in walls and 4. Bolts to be A301 unless noted otherwise- ❑9 BRACE PARAPET AT CURVED WALL PER (2/52). OREGON Steel (OSSC table 11043) footings at all corners and intersections. 5- All structural tubing to be ASTM A500 Grade 5 fy = 46 kal. o a- During the welding of all members or connections except as noted to IBC 5- Lap all bars in intersecting footings 2'-0' or 30 diameters, whichever is greater- 6. All pipe to be ASTM A53, Type E or S, Grade B. Table 11043. 6- Splices in wall reinforcing shall be lapped 40 diameters. 1. Do not oversize drilled or punched holes with burning torch- NO F. NORO`�a Concrete (OSSC table 1104.4) 1. Provide two 04 continuous bare at top and bottom of all walls unless noted a. Periodic inspection of reinforcing steel. otherwise on plan. ) b- Periodic Inspection during the placing of reinforcing steel- 8- All welded wire fabric shall conform to ASTM specification A-185. ExPIRes izs1 114 c- Periodic verification of the use of the required design mix. a. All wire fabric shall be supplied and laid in Flat sheets and shall be chaired Special Cases to proper position In slabs. a. During grouting of adhesive anchors and reinforcing bars, Simpson 'SET-XP' ci. Reinforcing shall not be bent or displaced for the convenience of other trades (ESR-2508), Powers 'PEI00o+' (ESR-2583), or HiM 'HIT-HY-150' (ESR-2262)- unless approved by the structural engineer. The special inspection shall comply with section 1104 of the code. 10. Minimum cover from concrete surfaces to reinforcing steel shall meet ACI 3- The special inspection requirements are equally applicable to prefabricated as requirements- well as bidder designed construction. 11. Electrical conduit shall be placed near center of slab. 4. Any Items Failing to meet the project specifications shall be immediately brought to the attention of the architect and structural engineer- NORDLING 5- The special Inspector shall provide a copy of their report to the owner, architect, structural engineer, contractor, and building official as each test is STRUCTURAL completed. ENGINEERS LLC SHEAR WALL SCHEDULE COLUMN SCHEDULE �`� �� 0�9 '�L. R1 STRUCTURAL OBSERVATIONS MARI< SHEATHING NAILING FON ANCHORS MARK COLUMN BASE PLATE / A. BOLTS 1- Structural observations by the engineer of record or his representative shall be 8d 194' o/c EDGES e1/ m x 10' A. BOLTS required at the following approximate times during construction: ® 1j2' APA RATED SHEATHING Sd 1912' /c FIELD 1948' o/c SI HSS 5 x 5 x 025 12 Ne x 11 x 0'-1l' W/ (4) N/e'm M. BOLTS, U.N.O. ANDERSON a. During Foundation construction, after reinforcement is in place, prior to concrete pour- 1- 112' (nominal) sheathing to be aither N6' APA rated or %2' APA rated sheathing. D A B R O W S K b. Final observation after primary structural work complete, prior to cover by 2. Block all edges of sheathing panels w/ 2x4 (min) flat blocking. O DF-L 01 6x6 SIMPSON 'BC6o' Finish materalls- 3- Install anchor bolt within I'-0' of each end of shear panel per 15C. ARCHITECTS 2. The contractor shall notify the engineer of record four (4) calendar days in 4- Shear panel framing is to 16' o/c, unless otherwise noted- advance of completion point requiring site observation- 5. All nails to be common- O DF-L 02 4x6 SIMP60N 'Er-460' 6. Anchor bolts shall have a 114 x 3 x 0'-3' R washer (Simpson 'BPS' or aim) between the sill IE and the L L C nut, center anchor bolt on sill le. tE washer to be 112' min from face of wall sheathing- HOLDOWN SCHEDULE FOOTING SCHEDULE MARK TYPE COLUMN ATTACHMENT ANCHOR REMARKS MARK SIZE REINFORCING REMARKS ■ OI SIMPSON 'HDU2-SDS25' DOUBLE STUD (6) SIMPSON SIMPSON IS Oq 1'-6' x 10' CONT C2) 04 CONT 14 (MINIMUM) 'SDS114x2112' SCREWS 'SST516' S3 83 < SIMPSON 'HDUII-SD525' 6x6 POST (30) SIMPSON I'm THR'D ROD 11 OB 5'-6' x 5'-6' x 12' (8) "c1/ EACH WAY (MINIMUM) 'SD6114x2112' SCREWS 53 83 Portland Office: SIMPSON 'CMSTCI6' STRAP W/ Sd 193' o%. LAP BEAM / HEADER 2'-0' MINIMUM- LAP WALL STUDS 3 4'-0', PROVIDE 4x BLOCKING BETWEEN STUDS. O 4'-0' x 4'-0' x 10' (5) 05 EACH WAY 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 1 O 3 ¢ 5 O z 9 � 5 1191-10' Q www.ADarchitects.tom 2T'-2' 32 -1' 26'-8' 33'-5' ALL IDEAS,DESIGNS.ARRANGEMENTS.DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI 4 4 ARCHITECTS,LLC- ANY USE,REUSE..OR DISCLOSURE I 4 S2 4 I 82 2 OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS, S2 82 S1M 2 I 2 83 `j'2 S2 1-4 .S2 AND/OR ARRANGEMENTS ANDERSON DAD OWSKIA ARCHITECTS.PERMISSION LL ANDERSON PROHIBITED BY A ARCHITECTS. A I - -- 4 - - 4 S3 S3 i I I I I SIM I I I - - 2 - - - - - I' --- -------- -- ----- - -------------- -- ------- -y------ -- ---------------- -- RED ROCK CENTER GL 311/2x12 `-'i GL 311 x12 I I 1 ---- -- ------------------------- I -------------- L---------- -- ---------J r I I BUILDING B - ----- ------ --____ 0 I SW 72ND AVE AT SW DARTMOUTH ST ----------- - ---- t I 1 1 -1 11 TIGARD, OR TYP i I I I 4 ' 1 8 I I I I CONSTRUCTION DOCUMENTS S3 S3 I 1 I I Revisions: TYP 24' RED 165 1932' o/c I 3 I I I I TYP, UN-O. S3 I I ' 3 I I 14 U v U 1 S3 TYP I I I 4 I I I I Date: 05.16.13 82 I S3 I I I I Scale: varies \ry I I I 2 I I `i 3112x24 PSL 3112x24 PSL X' I I Project No.: 12-403 (AD 12109) ZI 4 I 4 I 2 I I 5 GL 5112x16112 1 S3 'n 1 �' S2 I _ _ I I S2 File Name: SI Plans 4 Notes B I GL 6314x31112 TGL 6314x31112 GL 6314x31112 GL 634x311/2 ; S3 B I I , CJ, r- -� O j L Drawn By: JHW - - - I ® - rp S3 S3 83 is 5 i 52 B i I I L_ _J 16 L___J Checked BY: JEN S3 - L� rJ O 81 S3 OB SI O SI U 1 S O O TYP 1 2 - - Jurisdiction Approval: I I I I I I 3 1 I I I I S3 I 10 I 1 ' I I 3112x24 PSL 3112x24 PSLIJ { 1 { 24' RED 165 1932' o/c I I I 12 U.N. I I _ TYP, v I I TYP 83 i i l I Z L 3 - - I 1 1 15 I 4 TYP S3 t \ \ I 3GL 3112x12 f GL 3112x12 TYP I 1 '� rf---------- - ---------- - 4 GL 3112x12 I C T- - 1 ----------I ------- sr j I A TUN3O- YP ---i---------- ---1- - ------------ TYP _----�-�----�-----�-4 I __ 5 4 3 13 -11 13 -3 16 -8 15'-11' ' 5 ' ' ' ' 12'-3 24' 1 II 14'-5 8'-1' _ 0 I S2 k I I h k - Sheet Title: a a GENERAL NOTES FOUNDATION & FRAMING m � I i ROOF FRAMING FLAN 2 FOUND24TION FLANPLANS o S1 lis'=1 _0Sheet No.: C J f o V 5 4 3 2 1 A B G S2 - - - - --- - - - - - - — -- -- ---- - — _ I I I I I l I w - I - ---- - I - - S3 I 30' MAX C3J 10d NAILS I (3) 10d NAILS I0' MAX AT 2 I CURVED PARQPEt �1 ! - - - — 2x6 e24' o/c —} — 2x6 X24' o% ---4--- - ---- 1 2 -�- - - - - - S3 - - 53 -�- - I L_ 4 5 1 1 9 - - - S3 S3 -- S 1 — S3 S3 S3 S3 S3 - - ------ - - - --- 83 ILL11 L U 3 3 3 3lift L f 3 . I I 1O O S3 L 1 I 14 I I6 14 I 1� 1 X X 14 I I 1 1 1 1 S3 S3 S3 S3 S3 - Al I — --- 1 ------ --------------------- -- -�— — I I I I ------ _ __ L T ' 1 , R'9 . - -- �-- - - -------- ---�-- --- - - - - PR I I I —_ 12,187 13 -, I SEE i I tip{, I eS3 L_T i________________________________________ _____________________ �____LJl OREGON L__J __ y F. NO \o WALL ELEVATION 2 BUILDING SECTION EXPIRES: 12/31/14 1 2 3 4 5 A B G NORDLING 2 I I I I I I STRUCTURAL S2 ENGINEERS, LLC - - I ---- ---- I- -- —_I ---- I - ---- - I - - 6]]5 SW 111th.Su0200 Beaverton OR,97008 b03923590: 3 2 63 53 1 S3 S3 I 2 S2 S3 S3 S3 1 S3 - ---- -- ------------ - - - - D A B R O W O N - - -- -- --- + 4 S3 S3 - --- - - - ------ - __ ARCHITECTS ---------- - - --- -- - - --- - - - - LLC n S3 I 3 3 3 3 3 3 I 10 1 i S3 � x14303 3 Portland Office: I 1 I 14 1 I I 1 I I 21 I 16 14 SE 3rd Ave, Ste 200 I 14 i s3 s3 s3 Portland, OR 97214 T: (503) 239-7377 III I Will 1 1 11 ir -- --------- ----- --------- --------- ----- Tr --- 7327 r-------------------------------------- ------------------ 11 11 11 11 - -- ------------ -- --- __L____ ________________ --_--____ ________1______+La -------------------------------------- ------------------------- J______L________________-L ______ _____________1iT________—_____—________L www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAVNNGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE ' 3 OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS. WALL ELEVATION BUILDING SECTION AND/OR ARRANGEMENTS VNTHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, 3/16'e 1'-0' LLC.IS PROHIBITED BY LAW .CJZ 3/16'=1'-0' Cj2 RED ROCK CENTER BUILDING B A O C G B A SW 72ND E AT SW DARTMOUTH ST T GARD, OR I CONSTRUCTION DOCUMENTS Revisions: - 53 S3 6 - 53 3 - - — — _ Date 051613 Scale: varies I -- -- --- ---- ---- --- -- --- --- -- --- -- -- P ro ed No.. 12-403 CAD 12109) File Name: 52 Sections Elevations 3 3 3 3 3 Drawn By: JI41J 3 3 3 I Checked By: JEN Jurisdiction Approval: I 1 1 1 e INS 21 1, 21 1 14 I I I I i S3 63 S3Ffl ----------- --- - ----- ---- ----- ------------------------- - ------ ------------ Y---------I-------------------------------------------I---------------'----------------------------------- - i----------- _1_____-___-________________TiJT___________-__ ___________T�larT__1___ T_____________________________________________________________L___t - --- �— r-------------- -------------------- r- JFK e J- SEE 93 I I _____________________________________________________________________L� --------------------------------------------------------------J------rJ L1_____________________________________________________________________J 5 WALL ELEVATION WALL ELEVATION CJ2 3/16'=1'-0' 62 3/16'=1'-0' Sheet Title: WALL ELEVATIONS BUILDING SECTIONS M 1� C O O ai I W Q Sheet No.: 2 S J 0 un V O w C lV O GL 5M 2x STUD WALL i-t HSS COL HSS COL 1 � BM SPLICE 2x PARAPET STUD SIMPSON 'MSTC2.5' EACH SIDE �`� TS COL TRIM STUD EACH SIpE 2x WALL STUD W/ (a) trod SINKER EA GL BEAM WALL SHEATHING WALL SHEATHING EACH SIDE EDGE NAIL = n TRIM STUD ROOF SHEATHING X� EDGE NAIL ROOF SHEATHING EXTEND 2x6 STUD TO DBL TOP SIMPSON 'MT530' •° PLATES BELOW AS SPACING: a4a, o/c ROOF SHEATHING I�"� 16d 63' o/cJAM SPACING ROOFSTAGGERED <3'_6' S'-4' o/c SIMPSON 'MIT320'3'-6' <'H' 4 6'-0' V-8' o/c 7WEB STIFFENER, 6'-0'<'H' BRACE EDGE NAIL tP. HANGER ��CxL BMzFILLER BLOCK 11ja' BLOCKING 16d g8' o/c-. G BE---- - - - 2x BLOCKING1� 5, 5NOtGH SHEATHINGROOF RAFTER ROOF RAFTER 1/a' SIDE M'sABOUT 2x STUp (4) /s'm M. BOLTS 11ja' LSL LEDGER W/ TYPGL BM (4) 16d EACH STUDGL BEAM 10d X12' o/e 3je IE 1'2 x 8 x 0'-10' 51MP50N 'EGOROOF RAFTER (3) 10d 4 SIMSPON 'A34' HSS COLUMN 'EGGQi6SDS25'TOP < BOTTOM HSS COLUMN 6xe POST 6xe PSIMPSON 'H2BA' SEDGE NAIL ROOF RAFTER MATCH SEAM WIDTH 1 '13/4' LVo-BLOCKING �O DETfiIL 6 2x WALL STUD DETAIL 5 DETAIL DETAIL 2 DETAIL 3 DETAIL '=,,_m• CJ3 r=I -0 S3 BLOCKING AS REQ'D BY AWINING MANUFACTURER 6' 1 ' 44 POST,�i i2' APA RATED SHEATHING 5 ' N 'f J� (4) 5/s'� M. BOLTS It PSL BEAM 2x8 BRACE E U ,°FFR O r _ HSS 4x4 'SCREEN' COL. z,isT COORDINATE W/ ARCH'T. �g ADJUST COL HEIGHT PER 1 _ 3�r7 3 ARGH'T. 4x STUD AT CANOPY OREGON I �I MIN BRACE W/ SIMPSON S' v0 "<r ,,. +9s' aO 4 COL, HSS 4x4 COLUMN 53.1 °A35' 70P 4 BOTTOM FABRIC COVERED p SN pv� 'SCREEN' COLUMN SIMPSON E, No �- (2) 2x o CENTER 'LTT20B' AWNING, BY OTHERS I I ' SIMPSON 'Ll0' /;�. �-/y'm K BOLT, 6x6 TYP SIMPSON 'L5TAI5 RI EXPIRES 12131114 ME 2x12 IB W/ (2) "10 x 4' _„ "- CENTER ON 4x STUD .-4 COL WOOD SCREWS EACH \ HSS 4x4 COL 'SCREEN' COLUMN 'li I RAFTER /�'�x6' LAG SCREW i LL 4 1/ 'mx4' LAG /z'0x9' LAG SCREW tE sis x 15 x I'-3'� 53. ROOF SHEATHING 3 4 � moi' 3 o 2 SCREW 53 53 1 6x8 BLOCKING (3) 34',x6' LAG I SCREWS EACH NORDLING PSL BEAM SIMPSON 'U66' 6x BLOCK, _ STRUCTi J RA , • 6x6 (TYP) SPACE EVENLY SIMPSON U66 FILLER BLOCK liz'mxll' LAG ENGINEERS, LLC (TYP) DBL NUT (TYP) SCREW �,,.�SG n.SLL,e 2CC b «.tem C�9T(:09 1/4' x 4'm PLATE I'm STD PIPE BLOCKING, VERIFY W/ ARGH'L DWGS WASHER 3, ,, 3, FILLER BLOCK EACH SIDE TYPICAL VENEER, SEE RAFTER ROOF RARER ARGH'L DWGS TAI g DETAIL lm DETAIL n DETAIL ANDERSON -t DETAIL S DE L DA B RO W S K I I'=1 2x STUD WALL S3 WALL SHEATHING ARCHITECTS RI 24 L L C P.T. 2x SILL W/ 5/s'm x 10' A. BOLTS "4 x n�32° o/c EDGE NAIL I S.O.G. NOTE: SAW CUT SAME DAY AS POUR - CARE IS TO 2x STUD WALL -- _� I , BE TAKEN IN TIMING THE SAW GUTTING OPER471ON_ IF ` C2) "4 TOP - ^ THE JOINT IS CUT TOO SOON THE CONCRETE WILL s e WALL SHEATHING UNRAVEL AND IF CUT TOO LATE THE SLAB WILL tl 2x STUp WALL 24 ALREADY HAVE CRACKED. ��`,^ -��.� P.T. 2x SILL W/ °Vo ao009 ^°o ■ ~ KEY LOCK - PAINT W/ CURING s/s'm x 10' A. BOLTS "4 x ��48' o/c \ \ \ Ia o �° COMPOUND AS BOND BREAK BEFORE v. /\//\/Y\� //\ � ., EDGE NAIL KEY LOCK ADJACENT SLAB IS PLACED '^ /\,\\ � �\.. �► SOCs. 5il'm x 10' A. BOLT W/ 0 SAW CUT - FILL 1js' PREMOLDED (2) *4 TOPS - --_= -,�_', SMPSON 'BPS' or SIM Portland Office: DO NOT RUN REINFORCING THROUGH �W/ JOINT SEALER STRIP FLUSH W/ a . a vSURFACE d FINISH GRADE 1430 SE 3rd Ave, Ste 20 (2) 03 JOINT (TYPICAL) - x6 BLOCK WALL SHEATHING �\`\//� Lo OUT *4 m12' o/c VERT PT' (503) 2039 73774 G (CENTERED) .—L�`p' r—•— .--� . r— � �,�/�� 2 cEN F: (503) 239-7327 *4 x *4 e32' o/c VERT q1 O n (CENTERED) } _ _ _ a O q, •::o . 'oti.. °oo"::° 0 0 '.6�//;m wmm\�/��/mom/s *4 O O/C HORIZ2'-0' *4 g18 o/c HORIZ°o�' �\, \ \ \ \�i \ \ EQC�T°�o�O \ \\/\ \ yT / �< NUMBER OFT4 BARSING FOP, EDGE NAIL/ yea \ \i\ / / . MATCH _0• I _0• VAPOR RETARDER - SEE ARGH'L DWCsS. ' I _ I I SUBGRAPE PREPARATION TO e 3 www.ADarchitects.com CONFOfJ"t TO GEOTECHNICAL T �(2) *4 GOVT = CONSTRUCTION JOINT REPORT REQUIREMENTS. SAW CUT JOINT FORMED JOINT ^ tv ALL IDEAS,DESIGNS.ARRANGEMENTS,DRAWINGS.AND s - 4 PLANS SET FORTH ON THESE SHEETS ARE OWNED 8Y ''/� �\ �'�\�\ .\\�\ \ \\��\ \\/` /`/ Com.• 8' C>• I AND ARE THE PROPERTY E,ANDERSON ISCLOWSKI SUR • \ ARCHITECTS.LLC ANY USE REUSE,OR DISCLOSURE •t• FOOLING 1,_6, I OF SAID ARRA REPRODUCTIONS IDEAS,DESIGNS, 13 DETAIL �� DETAIL 15 DET,41L ✓l AND/OR ARRANGEMENTS WITHOUT THE WRITTEN S.O.0 . DETAIL PERMISSION OFANDERSON DABROWSKI ARCHITECTS 12 T�I=I CAL LLC.IS PROHIeITEO BY AW S3 1._,,-0. �•. RED ROCK CENTER HEIGHT 'H' WIDTH' BUILDING B RI TRASH ENCLOSURE 'S VERTS g32' o/c 'H' <4'-0' 2'-6' SW 72ND AVE AT SW DARTMOUTH ST 1? 4' 14. 1 ' RI FOUNDATION:SFOR SEE ARCHIL FOR ADD'L INFO. 4'_0'<•}I' <�'_0 3'-6' TIGARD, OR PLU3(4) 5/s'm A. BOLTS 1 _ (S' EMBED) �C2) "4 HORIZ s TOP < MID a t� � fE 5a' HIEGHT OF WALL 6x POST DBL STUDS, MIN °5 DRAIN / FREE a' CMU WALL, FINISH GRADE Po�° °° 1DRAININCs CONSTRUCTION DOCUMENTS /Ie FROM TOP OF S.00s. �1 ��BAGK-FILL Revisions: 3 SIMPSON 'HDUII' SIMPSON 'HDU' fii, \y \ p°o �� HSS COL '15 DOWEL AEAGH VERT /jf / j/ {- • oa°p°o�` C3) *4 LONGIT I 4 \ Ni *4 GO' o/c FTG Z / S.O.G. � HSS COL BLOGKOUT (AS REQ'D) (2) "4 CONT a• oSmo 13 S.OG. I I'm THREADED ROD `-- - .=s=-:ice SIMPSON 'SSTB' ANCHOR Date. —� �--- - FINISH GRApEo° =, 6 varies Scale: *4 x g16' o/c m ' •o ° °• o�p `�°°Go°�o°Go oc' l /^\ /\��\ // / a n\.\ \��/ �//�//�� . �•;. \/ r:: \/ / •• Project No.: 12-403 (AD 12109) COMPACTED BASE *4 CONT n o „\ \ m \' \\ PER GEOTECH File Name: 53 Details 1 0 F FOUNDATION WALL '� 21 T/ g' 0 I ul SEE S3 FOR SEE S3 FOR 5' 8 Drawn By: JHW WIDTH 'W' • �� -•�----:• fE 1/a x 4 x 0'-4' ADDITIONAL ADDITIONAL �C3) "4 GOVT Checked By: JEN W/ DSL NUT INFORMATION INFORMATION - SEE SCHEDULE o o�o�OCFd yOoo o° I e EQUAL #I EQUAL __ EQ g• ±!:Q� Jurisdiction Approval1� DETAIL �S DETAIL » DETAIL21 DETAIL Ill fro DETAIL s3 , , S3 Sheet Title: DETAILS m Sheet No.: 0 I 0 m v � m o 0