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HomeMy WebLinkAbout72nd Avenue Apartments 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 LEGEND NEW SANITARY SEWER LINE SS ) I-i NEW STORM DRAIN LINE SD • NEW WATER LINE W w - - - - M NEW & EXIST. CATCH BASIN M❑ V HILL NEW & EXIST. AREA DRAIN ®AO O A R c �1 1 T> c T 5 •DMHDSTORM DRAIN MANHOLE 0 72ND AVENUE i .1_, 1 7 5 0 S 1 A N x E N S H I P ROAD SSMH 0SMH 9 W S U ] TE 400 SANITARY SEWER MANHOLE CO 0 ENTSSWATLANTA WEST LINN . OREGON 97063 NEW & EXIST. CLEANOUT (SD & SSWR) • DSLPUBLIC FACILITIES a V N TF1 503 . X05 . SO 3-')., FAX 5O . 5O5 . 80)4 SW BAYLOR ST. NEW ROOF DOWNSPOUT E 1 _ NEW & EXIST. GAS METER MO m „, 11740 SW 72ND AVENUE iii-- ..........,.. .„:.. FH HH SW CLINTON ST. - NEW & EXIST. FIRE HYDRANT A !� \ us M DCI ■ NEW & EXIST. WATER METERTIGARD OREGON . . E l G I l E E R S NEW & EXIST. WATER VALVE H , SW DARTMOUTH ST. V 921 SW WASHINGTON ST. • SUITE 560 W PORTLAND, OREGON 97205 FITTING WITH THRUST BLOCK 1-1-1 1\ N PHONE:(503)242-2448 • FAX:(503)242-2449 WEBSITE: WWW DCI-ENGINEERS COM GENERAL CONSTRUCTION NOTES. ` TEE 90' 45' 22.5' z ,,, cn LCivil_ / STRUCTURAL Go * `L CD ©Copyright 03/2020 D'Amato Conversano Inc. AH Rights Reserved SURFACE WATER & PIPE DIRECTION FLOW INTHE PLANS ORNTRACT ALL D'Amato Con�ersano Ince discllaims arum resp nsibil ly nfor sits ounaulhorired use. 4 1. ACCORDANCEIWTHL�STA DARDDSPECIFICATIONS ANDCSOTANDA DDDRAWINGS ,PROMULOGATED BY THE METHODS MATERIALS E IN PROJECT LOCATION: mEXISTING CONTOUR2 co s) TRANSPORTATION AND THE "CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS" (LATEST EDITION). A m LU NEW CONTOUR 4s� 11740 SW 72nd AVE w ��p PROF 2. THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR SHALL BE LL.I S��c, G I NE-4;p J/ EXISTING SURFACE ELEVATION xxxxx) xxxxx ..c.) RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS, REQUIREMENTS AND FACTORS AFFECTING THE WORK. WHERE LACK OF SW BEVELAND ST. N �� y F.S. �XXX.XX F.�j 866 5 91�, DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR FINISHED SURFACE ELEVATION XX.XX XXXXX T.C. TO PROCEEDING. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE P XXX.XX F.5 CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF TIGARD ENGINEER'S OFFICE. �. OREGON TOW 0 -Tip �<V `� TOP OF WALL/TOE OF WALL ( xxx 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO CONSTRUCTION, THE of CH 13 �\ xBOW CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT (811) v�V A S BEFORE YOU DIG. ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION. IN THE CASE WHERE RELOCATION IS REQUIRED, • SLOPE INDICATORS 3:1 2:1 THE APPLICABLE UTILITY COMPANY SHALL BE NOTIFIED AND ANY COST REQUIRED FOR RELOCATION OR ADJUSTMENTS SHALL BE AGREED UPON. ■ 4. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE ON THESE PLANS, HOWEVER, VI C I INT IIf ' J %/j % j11) Dog(D,og(Dog(DDOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES AND/OR SUBSTRUCTURES. THE N 72ND AV E N U E RIP RAP CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND NOT TO SCALE SUBSTRUCTURES WHETHER SHOWN OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH APARTMENTS REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS THAT MAY HAVE EXISTING FACILITIES AT THE SITE, AND DISCUSS FILTER FABRIC FENCE THEIR PROTECTION. 5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ` �� O S \X/ NTNEW CEMENT CONCRETE , THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO HAS THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR, AT THE JOB 11 72ND o SITE DURING ALL WORKING HOURS. o NEW ASPHALT CONCRETE PAVEMENT M 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS FROM THE CITY OF TIGARD, AND OTHER AVENUE JURISDICTIONS PRIOR TO THE START OF CONSTRUCTION. ABSENCE OF THE PERMIT MAY RESULT IN IMMEDIATESHUT DOWN OF WORK AND COORDINATES, & LEADERS N 1000.00 POSSIBLE REMOVAL OF THE ITEMS CONSTRUCTED WITHOUT A PERMIT. NEW CONCRETE CURB E 5000.00 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL. ALL DEVIATIONS FROM THE PROJECT TEAM: TIGARD , OREGON 9 7 2 3 2 ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATION, INVERTS, AND DEPTHS OF UTILITIES SHALL BE OWNER: ARCHITECT: CIVIL ENGINEER: FOR 72ND AVENUE PROPERTY, LLC NEW CONCRETE CURB & GUTTER CLEARLY MARKED ON THE RECORD DRAWINGS. THE ENGINEER SHALL PROVIDE THE CITY ENGINEER WITH "RECORD DRAWINGS" AS REQUIRED. 72ND AVENUE PROPERTY, LLC HILL ARCHITECTS DCI ENGINEERS ■ NEW RETAINING WALL liiiiiiiiiiiiiiiiiiiiiiiiiiiiiil 8. THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS PROVIDED BY CHASE 4804 NW BETHANY BLVD, SUITE 1-2 1750 BLANKENSHIP ROAD 921 SW WASHINGTON ST., SUITE 560 ■ JONES AND ASSOCIATES INC. PORTLAND, OR 97229 WEST LYNN, OR 97068 PORTLAND, OR 97205 MR. RICHARD CASSINELLI CONTACT: LLOYD HILL, AIA CONTACT: DAMON SMITH, P.E. 242-2448 ABBREVIATIONS 9. CONTRACTR SHALLSHOWN, ASO DETAILEDPORVCALLED OUROIDE ALL T ENI THSESEAPLANS AND �SPIECIFICATIONS. THE CONTRACTORA ASHA BE FUUPMENT TO CONSTRUCT AND INSTLL TO LLY WRESPONORKING �BLERFOR BEING GN PHONE: (503) EMAIL: REC65QME.COM17 PHONE: (503)EMAIL: LLO D.HILOL©HILOL RCHIECTS.COM EMAIL: D33 PHONE: SMITH@DCI-ENGNEERS.COM ACP ASPHALT CONCRETE PAVEMENT GV GATE VALVE FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS. UTILITY PURVEYORS: AD AREA DRAIN HDPE HIGH DENSITY POLYETHYLENE 10. IF CONSTRUCTION IS TO TAKE PLACE IN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPALITY AND OBTAIN HYD HYDRANT ALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON SEWER/STORM WATER: WATER: NATURAL GAS: BLDG BUILDING UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND CITY OF TIGARD TUALATIN VALLEY WATER DISTRICT NORTHWEST NATURAL GAS I.E. INVERT ELEVATION SUBMITTED TO THE GOVERNING MUNICIPALITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 8777 SW BURNHAM ST. 1850 SW 170TH AVE 220 NW 2ND AVE U BM BENCHMARK INV INVERT 11. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF TIGARD PRIOR TO THE START OF CONSTRUCTION. TIGARD, OR 97223 BEAVERTON, OR 97006 PORTLAND, OR 97209 BNDRY BOUNDARY IRR IRRIGATION WATER CONTACT: ROB BLOCK PHONE: (503) 848-3000 CONTACT: RYAN TRUAIR 12. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND THE CITY OF TIGARD. PHONE: (503) 718-2704 PHONE: (503) 226-4221 LF LINEAR FEET EMAIL: ROB®TIGARD-OR.GOV EMAIL: RYAN.TRUAIR@NWNATURAL.COM BOW BOTTOM OF WALL CTV CABLE TV H MECHANICAL ANHOLE A 13. ALL TESTING SHALL BE IN ACCORDANCE WITH THE ODOT STANDARD SPECIFICATIONS (LATEST EDITION). POWER: ' MJ EC C L JOINT 14. EXCAVATION AND EMBANKMENT AND ALL COMPACTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE ODOT STANDARD FIRE: CABLE. SPECIFICATIONS AND GEOTECH REPORT PREPARED BY GEOPACIFIC ENGINEERS INC. PORTLAND GENERAL ELECTRIC TUALATIN VALLEY FIRE AND RESCUE FRONTIER COMMUNICATIONS C&G CURB AND GUTTER P POWER 9480 BOECKMAN RD 1945 SW 72ND AVENUE 11870 SW BEAVERTON HILLSDALE HWY ■ CB CATCH BASIN PIV POST INDICATOR VALVE 15. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EXISTING ELEVATIONS AT THE SITES BOUNDARY, EXCEPT AS SHOWN OTHERWISE ON THE WILSONVILLE, OR 97070 TIGARD, OR 97223 BEAVERTON, OR 97005 ■ PP POWER POLE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. CONTACT: CHRIS JEWETT CONTACT: JOHN WOLFF CONTACT: JOHN COUSINEAU (PRIMARY) CL CLASS PHONE: (503) 672-5483 PHONE: (503) 259-1504 PHONE: (503) 641-4463 PL PROPERTY LINE 16. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL. EMAIL: CHRIS.JEWETT©PGN.COM EMAIL: JOHN.000SINEAU@FTR.COM CL CENTER LINE RAD (R) RADIUS COMCAST 17. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED ON THE GRADING PLAN AND SHALL NOT INFRINGE ON ADJACENT PHONE: (503) 595-3809 OWNERSHIPS, EXCEPT AS SHOWN OTHERWISE ON THE PLANS. CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE SHEET INDEX RD ROAD 5 11-13-18 SANITARY LATERAL PLAN &PROFILE CONC. CONCRETE 18. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1:1 (HORIZONTAL:VERTICAL), AND SOIL CUT SLOPES SHALL NOT EXCEED 1:1 (HORIZONTAL: GENERAL CIVIL INFORMATION 1 m RET RETAINING VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. GENERAL NOTES 2-3 m 4 10-08-18 SITE REVISIONS CPEP CORRUGATED POLYETHYLENE PIPE ROW RIGHT OF WAY EXISTING SITE SURVEY 4 19. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 1:1 (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN DEMOLITION PLAN 5 3 09-10-18 PFI REVISIONS CTR CENTER(ED) SD STORM DRAIN OTHERWISE ON THE PLANS. PLAN AND PROFILE 6 S.F. SQUARE FEET DETAILS 7-9 2 08-22-18 TVWD REVISIONS DCVA DOUBLE CHECK VALVE ASSEMBLY SS SANITARY SEWER 20. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TOA NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION SIGHT DISTANCE EXHIBIT 10 TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE 1 08-01-18 PFI AND TVWD REVISIONS DDCV DOUBLE DETECTOR CHECK VALVE STA STATION FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W PAVING ASPHALT. MARK DATL REVISION/ISSUE D.I. DUCTILE IRON TOE TOE OF WALL, OR SLOPE 21. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING CONCRETE. TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR ■ T TELEPHONE WIRE FORM INSPECTION. DIA (0) DIAMETER EXISTING SITE SUMMARY: NEW SITE SUMMARY ■ 17042-0032NUMBER DRAWN BY CHECKED BY TBM TEMPORARY BENCH MARK 22. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT, SHALL BE STAKED 17042 0032 JAS R]L DIM DIMENSION BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. PARCELS: WCTM 1S136DC, TAX LOTS 3200 & 3300 PARCEL SIZE: 25,567 SQ. FT. T.C. TOP OF CURB PARCEL SIZE: 28,884 SQ. FT. BUILDING FOOTPRINT: 9,965 SQ. FT. DS DOWN SPOUT TG TOP OF GRATE 23. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF TIGARD CONSTRUCTION INSPECTOR. ZONING: TMU: TRIANGLE MIXED USE ZONE ONSITE IMPERVIOUS AREA: 22,167 SQ. FT. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT SUBDIVISION: ENOLA HEIGHTS ONSITE PERVIOUS AREA: 3,400 SQ. FT. EL.= ELEVATION TOP TOP OF SLOPE TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF TIGARD FOR THE REQUIRED INSPECTIONS. ONSITE PARKING STALLS: 42 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE TOW TOP OF WALL SOLID WASTE STORAGE PROVIDED: 200 SQ. FT. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE EOP EDGE OF PAVEMENT 24. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, AND OTHER STORM DRAINAGE STRUCTURES FROM BEING CONTAMINATED WITH SILT BY BUILDING SETBACKS: PER SITE COVENANT REQUIREMENTS DUPLICATED USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF TV TELEVISION WIRE THE ARCHITECT. INSTALLING FILTER FABRIC OVER THE METAL FRAME DURING CONSTRUCTION AND KEEPING IT IN PLACE UNTIL THE SITE HAS BEEN PAVED AND BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS 02017 HILL ARCHITECTS Q FD FLOOR DRAIN CLEANED. Q FDC FIRE DEPARTMENT CONNECTION 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS THAT MAY ACCUMULATE ON PAVED GENERAL CIVIL INFORMATION STREETS ADJACENT TO THE SITE AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS FFE FINISH FLOOR ELEVATION THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF EQUIPMENT, MATERIALS, ETC. SHOULD A SPILL OCCUR, THE CONTRACTOR FH FIRE HYDRANT FL FLANGED AS-BUILT DOCUMENTS SHALL REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO„MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO ADJACENT STORUSEDMWHENER WA ERILITIES.P ESSUREANING SHALL BE ALONE WILL NOTON AN "AS WASH THE CONSTRUCTIONDDEBRIS FROM THE STREET.BASIS USING WATER THEECONTRACTOR MUSTSURE. SWEEPING AND ATER PRO ECTLL ALLLE CONTRACTOR NOTE. G GAS MAIN THE AS-BUILT DOCUMENTS HAVE BEEN PREPAREDUERGROUND SERVICE ALERT BASED ON INFORMATION PROVIDED BY OTHERS. DCI EXISTING STORM WATER FACILITIES FROM DIRT/DEBRIS. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE-CALL NUMBER HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL GB GRADE BREAK ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS 4 ND COMPLETENESS OF THIS INFORMATION AND SHALL NOT INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE r«'r .i 811 GM GAS METER BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND WHICH MAY BE INCORPORATED HEREIN AS A RESULT. \ CALL TWO BUSINESS DAYS 1 GRD GRADE SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL - BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 10F 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 EROSION CONTROL NOTES: GRADING NOTES: STORM WATER NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS, A KNOWLEDGEABLE AND EXPERIENCED PERSON IN 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 1. DRAINAGE PONDS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THESE DRAWINGS I-i THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT THE CITY OF TIGARD STANDARD SPECIFICATIONS AND CLEAN WATER SERVICES STANDARDS INCLUDING GRADING, SOD OR SEED AS NOTED, AND DRYWELL INSTALLATION. NO BARK, CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY INSPECTIONS OF THE SPECIFICATIONS (LATEST EDITION). ALL COMPACTION OF SUBGRADES, ROCK, AND ASPHALT SHALL BE IN GRAVEL OR CINDERS ARE ALLOWED IN PONDS. EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. ACCORDANCE WITH THE CITY OF TIGARD STANDARD SPECIFICATIONS AND THE ODOT STANDARD SPECIFICATIONS (LATEST EDITION), AND THE GEOTECHNICAL REPORT. 2. CONTRACTOR SHALL CONTACT GEOTECHNICAL ENGINEER OF RECORD DURING SWALE F-I T T T2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE CONSTRUCTION TO VERIFY SOIL CONDITIONS MEET CLEAN WATER SERVICES REQUIREMENTS. 1 1� L GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH YEAR. 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EXISTING ELEVATIONS AT THE SITE'S BOUNDARY, 3. ALL DRAINAGE PONDS WITHIN THE SCOPE OF THIS PROJECT SHALL BE COMPLETED DURING A R c T E 5 EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR THE OF THE AREAS. THE CONTRACTOR SHALL THE POND 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. GRADEHECONSTRUCTION WORK AND INSTALL THE PARKINGNIGATION SYSTEM AND SOD OR HYDROSEED PERFORMD THE IPG THE 1 7 5 0 L A N x E N NIP ROAD THE END OF EACH WORK DAY. 3. EARTHWORK QUANTITIES HAVE NOT BEEN CALCULATED TO DETERMINE ESTIMATED VOLUMES OF ROADWAY/PARKING AREA PAVING WORK. SUITE 4 0 0 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES EXCAVATION AND EMBANKMENT ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR CALCULATING . OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN THEIR OWN EARTHWORK QUANTITIES. THE CONTRACTOR MAY WORK WITH THE OWNER TO IDENTIFY ON 4. ALL DRAINAGE PONDS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM INSTALLED WEST LN OREGON o v s PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING 0 EXPOSED SOIL IS SITE BORROW SITES OR WASTE SITES. BY OR UNDER THE DIRECTION OF THE LANDSCAPE CONTRACTOR. THE IRRIGATION IS TO TFI 503 . 305 . 8033 FAX 503 . 305 . 8034 ESTABLISHED. COMPLY WITH ALL LOCAL CODES AND ORDINANCES (90 DAY GUARANTEE). AN APPROVED 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL BACKFLOW DEVICE SHALL BE INSTALLED TO PREVENT WATER FROM GOING BACK INTO THE 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL NOT INFRINGE ON ADJACENT OWNERSHIPS. WATER SUPPLY. SEE IRRIGATION PLAN. TIMES DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1H:1V (HORIZONTAL:VERTICAL), AND SOIL CUT SLOPES 5. SLEEVING: PROVIDE SLEEVING AS REQUIRED UNDER SIDEWALKS, PATHS, CURBING, PAVING, - SHALL NOT EXCEED 1.5H:1V (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. ETC. AS NEEDED FOR IRRIGATION ACCESS. ALL SLEEVING SHALL BE 4" PVC WITH AT LEAST - DCI 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN TEMPORARY SOIL CUT SLOPES SHALL NOT EXCEED 1H:1V. 12" OF COVER (1) FOOT BELOW FINISHED GRADE. THE OWNER/GENERAL CONTRACTOR IS - 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE RESPONSIBLE FOR INSTALLING SLEEVING BEFORE CURBING, SIDEWALKS, PAVING, ETC. IS • CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 1H:1V INSTALLED. PATCH ASPHALT AS NEEDED. SEE IRRIGATION PLAN. ■ E f G I f E E R S RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP 921 SW WASHINGTON ST. • SUITE 560 OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. PORTLAND, OREGON 97205 6. ADJUSTMENT: AFTER INSTALLATION, ADJUST VALVES, HEADS, EMITTERS ETC. TO PROVIDE PHONE:(503)242-2448 • FAX:(503)242-2449 LANDS REQUIRED TIME FRAME. 7. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND OR UNIFORM COVERAGE AND TO MINIMIZE OVERSPRAY ON WALLS, FENCES, WALKS, DRIVES, ETC. WEBSITE: WWW.DCI-ENGINEERS.COM HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF Civil_ / STRUCTURAL 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR PERFORMING SUCH WORK. 7. POND BOTTOM ELEVATIONS SHOWN ON THESE PLANS ARE FINISHED GRADE. CONTRACTOR ©Copyright 03/2020 D'Amato Conversono Inc. At Rights Reserved WATER BODIES. SHALL ROUGH GRADE ALL LANDSCAPED AREAS BELOW ELEVATIONS SHOWN TO ALLOW FOR inT °°`withou the ides tg'D8 mot re°se w"°1e°r part,without written permission from D'Amato Conversano Inc. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT 8. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE. FINAL PLACEMENT OF SOD, OR ESTABLISHMENT OF DRYLAND GRASS. SEE LANDSCAPE PLANS 6Ameto eo erse o disc oiros e y resDonsibilily for its unauthorized use. TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. FOR DETAILS. HAS REACHED A HEIGHT OF 1/3-RD THE BARRIER HEIGHT AND PRIOR TO THE CONTROL LU MEASURES REMOVAL. 9. REFER TO THE GEOTECHNICAL EVALUATION BY GEOPACIFIC ENGINEERING, INC. TESTING AND ENGINEERING 8. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE w ��D PROFFS FOR EXISTING SOIL CONDITIONS AND EARTHWORK RECOMMENDATIONS. ADJUSTED ±0.5 FEET TO MATCH FINISHED GRADE. �5�'\AG I REF, /� 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION �, 9 CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. 10. ON-SITE GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND ESC PLAN. 9. STORM SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON 866�5� :-��. GRADING ON THIS SITE OR ANY OTHER SITE MUST COMPLY WITH ALL DEVELOPMENT REGULATIONS JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 UNLESS T� 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, INCLUDING, BUT NOT LIMITED TO, GRADING PERMITS, SEPA REVIEW, DESIGNATED DRAINAGEWAYS, ETC. OTHERWISE SPECIFIED IN THESE PLANS. PROVIDE TRENCHING AND BEDDING PER CITY OF = OREGON APPLICATION, AND DISPOSAL. 11. ALL EXISTING PERIPHERAL AREAS CURRENTLY SODDED AND NOT INCLUDED IN THE LANDSCAPE PLAN TIGARD STANDARDS. UTILITY NOTES: q*„'cy 13 20,x,\,`� 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SHALL BE RE-SODDED AND IRRIGATION REPAIRED IF DISTURBED BY OTHER WORK IN THAT AREA. 10. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE INFILTRATION CAPACITY OF 1. CONTRACTOR SHALL COORDINATE WITH PORTLAND GENERAL ELECTRIC AND NORTHWEST NATURAL ON A • S SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES STORM WATER FACILITIES (E.G., LINE THE FACILITY WITH FILTER FABRIC, OVER-EXCAVATE GAS UTILITIES FOR ALL NATURAL GAS AND/OR POWER SERVICE WORK ON THE PROJECT SITE. • DISCOVERED OR GENERATED DURING CONSTRUCTION. 12. CONTRACTOR SHALL VERIFY AND MATCH THE EXISTING GRADES. WHERE APPLICABLE GRADES MAY NEED UPON COMPLETION OF THE INFRASTRUCTURE, ETC.). ■ 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW ADJUSTING TO PROVIDE A POSITIVE DRAINAGE SLOPE. 2. CONTRACTOR SHALL COORDINATE WITH FRONTIER COMMUNICATIONS FOR ALL TELEPHONE SERVICE 11. IF DURING FINAL INSPECTION IT IS FOUND THAT THE CONSTRUCTED SWALE DOES NOT WORK ON THE PROJECT SITE. 72ND AV E N U E MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE 13. TOP OF CURB (T.C.) IS 0.5' ABOVE ACP OR CCP UNLESS OTHERWISE NOTED. CONFORM TO THE ACCEPTED'DESIGN, THE SYSTEM SHALL BE RECONSTRUCTED SO THAT IT WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED ANE CARE DOES COMPLY. 3. RIM ELEVATIONS OF UTILITY STRUCTURES SHALL BE INSTALLED SO THAT RIM MAY BE ADJUSTED SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 14. RIM ELEVATIONS OF UTILITY AND DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE ±0.5 FEET TO MATCH FINISHED GRADES. ADJUSTED ±0.5' TO MATCH FINISHED GRADE. APARTMENTS 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND OCATION MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH 15. LAYOUT CURB AND SIDEWALK BEFORE SETTING VALVE BOXES AND UTILITY APPURTENANCES TO ENSURE CITY OF TIGARD STORM AND SANITARY NOTES: FOR ALL 4. RUNDERGROUND SIDE ACTOR SHALL ESERVICE INSTALLATIONS FORMARKING TAPE IN THE THEPURPOSE OF ALTERINGON TRENCH AT PANYTH LFUTURE CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. THERE IS NO CONFLICT BETWEEN STRUCTURES AND HARD SURFACES. 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED. EXCAVATION IN THE SPECIFIC AREA.in 11740 O S W / N D 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, 16. WET WEATHER CONSTRUCTION AND CONSIDERATIONS SHALL ADHERE TO THE RECOMMENDATIONS IN THE 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE 5. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM. VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE GEOTECHNICAL REPORT. CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED AVE N T TON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. 6. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LJ PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE 17. EXCAVATOR MUST COMPLY WITH GRS 757-541 TO 757-571 (UTILITY PRE-NOTOFICATION, ETC.) LINES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 7. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE T I G A R D , OREGON 9 7 2 3 2 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE PAVING NOTES: 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM SEWER LINE BELOW THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. D-3034 (SDR 35). ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC FOR: 72ND AVENUE PROPERTY, LLC THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF TIGARD STANDARD DRAWINGS AND PIPE. • SPECIFICATIONS, ODOT STANDARD SPECIFICATIONS (LATEST EDITION), AND THE GEOTECHNICAL EVALUATION BY 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER AASHTO T-99 IN PAVED OR ■ 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN GEOPACIFIC ENGINEERING, INC. STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTURAL FILL AREAS 8. CONTRACTOR TO POTHOLE ALL UTILITIES AT PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR I 1 SEPTEMBER 1ST; THE TYPE AND PERCENTAGE! OF SEED IN THE MIX ARE AS IDENTIFIED ON IS 90%. TO VERIFY DEPTH, SIZE AND MATERIAL OF EACH SERVICE. IF DIFFERENT THAN THE PLANS, THE THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 2. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE CITY OF TIGARD TO OBTAIN CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD. NECESSARY LOCATES 48 HOURS BEFORE CONSTRUCTION BEGINS. 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE REQUIREMENTS OF CLEAN WATER SERVICES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION 9• SLEEVING: PROVIDE SLEEVING AS REQUIRED UNDER SIDEWALKS, PATHS, CURBING, PAVING, ETC. AS CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE ATA 3. NO VARIANCE FROM THE SPECIFICATIONS AND NOTES SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK_ THE DEFLECTION TEST NEEDED FOR IRRIGATION ACCESS. ALL SLEEVING SHALL BE 4" PVC WITH AT LEAST 12" OF COVER (1) DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FROM THE CITY OF TIGARD. AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL OREGON CHAPTER IS FOOT BELOW FINISHED GRADE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING BEFORE FOR MINIMAL SPILLAGE. REQUIRED. ALL STORM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY CURBING, SIDEWALKS, PAVING, ETC. IS INSTALLED. SEE LANDSCAPE PLANS. 4. CONCRETE, AGGREGATE BASE, AND ASPHALT MIX DESIGN SHALL BE SUBMITTED BY THE SUPPLIER AND TESTING OR VIDEO TAPING. (, 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY ROAD OR PARKING LOT CONSTRUCTION. 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN (' PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER MATERIALS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ACCORDANCE WITH CITY OF TIGARD AND CWS STANDARD PLANS. BAG). ONE PIECE 2"x 4" MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE END PAINTED 5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT IN WHITE. ATTACH MAGNETIC TAPE ALONGSIDE THE 2" x 4" MARKER (SEE DETAIL 290-ST). 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 6. ALL EXISTING PAVEMENT SHALL BE REMOVED IN THE SECTIONS REQUIRING REMOVAL AND REPLACEMENT. THE 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR EXISTING BASE COURSE MATERIALS IN THESE SECTIONS SHALL BE COMPACTED TO A MINIMUM OF 95% OF OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES MODIFIED PROCTOR DRY DENSITY AND WITHIN (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. ALL COMPACTION SHALL BE DONE IN ACCORDANCE WITH ASTM D-1557. THE NEW PAVEMENT SHALL BE 10. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED D" IN THE CURB. • REPLACED TO A DEPTH OF THE PAVEMENT DETAIL SHOWN ON THESE PLANS. BASE COURSE SHALL MEET • 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO REQUIREMENTS IN THE GEOTECHNICAL REPORT. 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF DISTRICT INSPECTORS UPON REQUEST. 7. ASPHALT/CONCRETE PAVING SHALL CONFORM TO ODOT STANDARD SPECIFICATIONS (LATEST EDITION). SERVICES 'DESIGN(TECHNICAL SPECIFICATIONS CHAPTER 8 ANDCONSTRUCTIONICONVEYANCE SYSTEMS) OF THE CLEAN WATER STANDARDS". 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR 8. BEFORE PLACING THE BASE MATERIAL, THE SURFACE OF THE SUBGRADE SHALL BE PREPARED IN 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OTHER APPROVED MEASURES. ACCORDANCE TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 5 11-13-18 SANITARY LATERAL PLAN &PROFILE 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 9. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN ASPHALT PAVING LIFTS AND SHALL BE USED PRIOR TO 13. ALL SANITARY LATERALS SHALL BE STAMPED 'S" IN THE CURB OVERLAY, (CSS-1H), 50:50 DILUTION, 0.05 GAL/SY TO 0.15 GAL/SY OR AS DIRECTED BY THE ENGINEER. ALL 4 10-08-18 SITE REVISIONS `o EDGES ABUTTING NEW PAVEMENT SHALL BE TACKED. 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE Co PIECE 2"x4" MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE END PAINTED 3 09-10-18 PFI REVISIONS 10. ALL PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. TESTS SHALL BE CONDUCTED GREEN. ATTACH MAGNETIC TAPE ALONGSIDE THE 2" x 4" MARKER (SEE DETAIL 290-ST) AT 100 FOOT INTERVALS OR 1 PER 3000 SQUARE FEET FOR EACH LIFT OR AS DIRECTED BY THE ENGINEER. 2 08-22-18 TVWD REVISIONS ALL TEST REPORTS SHALL BE SUBMITTED TO THE CITY OF TIGARD PRIOR TO PROOF ROLLS. SINGLE-AXLE 15. ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITARY MANHOLE IN 5-TON TRUCK PROOF ROLLS MONITORED BY THE CITY OF TIGARD PRIOR TO PLACEMENT OF ROAD/PARKING PAVED AREAS 1 08-01-18 PFI AND TVWD REVISIONS LOT BASE AND ASPHALT ARE REQUIRED. CONCRETE AND ASPHALT TESTING SHALL BE AS DIRECTED BY THE CITY OF TIGARD'S INSPECTOR. MARK DATL REVISION/ISSUE 11. ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL CONSTRUCTION. 8" CLASS 1/2" HMA PER ODOT • STANDARD SPECIFICATIONS • PROJECT NUMBER DRAWN BY CHECKED BY 12. ALL CONCRETE EDGES MUST BE ROUNDED TO A 1/4 INCH RADIUS, EXCEPT WHERE SHOWN OTHERWISE ON 17042-0032 JAS RJL DRAWINGS. ALL ASPHALT SHALL BE 1/4 INCH ABOVE CONCRETE EDGES, MANHOLES, AND VALVES. , �: r ri .�� 2" OF 3/4" - 0" CRUSHED ROCK a,�Daa,�oaa�DOaa,�Daa,�� 10" OF 1-1/2" - 0" CRUSHED ROCK 13. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF TIGARD. 0Da�1 Dap �a�1 Da�1 Dai PER ODOT STANDARD SPECIFICATIONS 14. ALL TRAFFIC CONTROL, IF REQUIRED, SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH IN THE j � 12" MODIFIEDOAPROCTOR MAX.CTED SUBGRADE DRY% - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERECONSTITUTE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). �� ��� �� ��� i�i�i��i�i�i��i�i\ AS BUILT DOCUMENTS C U M E NMATEHEREINORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE /�/�/�/�/�/ / / / / / /v/v/v/v/v/v/v- DENSITY (ASTM D1557) DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF 15. ALL THE OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY ICC AND OSHA. THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED THE ARCHITECT Q BASED ON INFORMATION PROVIDED BY OTHERS. DCI Q 02017 HILL ARCHITECTS 16. HALF-INCH EXPANSION JOINTS SHALL BE INSTALLED AT PROPERTY LINES; HOWEVER, JOINTS SHALL NOT PUBLIC ASPHALT/CONCRETE PAVEMENT SECTION 0 ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR EXCEED 100 FEET APART. CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT INTERVALS, HALF STONES ARE COMPLETENESS OF THIS INFORMATION AND SHALL NOT NOT ALLOWED. BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS GENERAL NOTES * NOTE: WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 17. ASPHALT BINDER SHALL BE PG. 70-22. DRY WEATHER INSTALLATION SECTION. SEE GEOTECHNICAL REPORT. CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE-CALL NUMBER HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS Q INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE 811 ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND2SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL CALL Two BUSINESS DAYS / BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 2 OF 10 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 r-1 STORM WATER NOTES: TUALATIN VALLEY WATER DISTRICT CONSTRUCTION 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND INVERTS OF ALL EXISTING UTILITIES NOTES: HIL L PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY CONFLICTS WITH NEW CONSTRUCTION. 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TVWD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. ARC Fl I T F C T 5 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ALL WORK WITHIN EASEMENT TO THE 2. THE CONTRACTOR SHALL CONTACT THE INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY SPECIFICATIONS, AND STANDARD AND CARE REQUIRED BY THE JURISDICTION OF THE EASEMENT. WATER SYSTEM CONSTRUCTION TO REQUEST A PRE-CONSTRUCTION CONFERENCE. TELEPHONE 17 5 0 F A N x E N H P ROAD 3. LOCATION OF EXISTING UTILITIES IS APPROXIMATE BASED OFF A TOPOGRAPHIC SURVEY PROVIDED BY CHASE 503.848.3000. SUITE 4 0o JONES AND ASSOCIATES INC. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY EXISTING LOCATION OF ALL L1 WEST 1 I N N . O RE G O N 9 7 0 6 S UTILITIES BEFORE EXCAVATION WORK. CONTRACTOR WILL BE HELD FULLY LIABLE FOR ANY DAMAGE TO EXISTING 3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) TE1 503 . 305 . 5033 FAX 503 . 305 . 8034 UTILITIES NOT PROPERLY LOCATED. STANDARDS AS NOTED IN THE TVWD WATER SYSTEM DESIGN AND CONSTRUCTION STANDARDS (MARCH 2018). 4. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY CONFLICTS WITH NEW CONSTRUCTION. PRIOR TO BIDDING AND ORDERING CONSTRUCTION MATERIALS, THE CONSTRUCTION CONTRACTOR SHALL THOROUGHLY REVIEW THESE 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TVWD. DOCUMENTS FOR CONFLICTS WITH EXISTING AND PROPOSED NEW UTILITIES. NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICTS. NEITHER THE OWNER OR THE OWNER'S REPRESENTATIVES/DESIGN 5. WATER LINES AND FITTINGS 4" TO 12" SHALL BE DUCTILE IRON, CLASS 52 (AWWA C151 DCI CONSULTANTS SHALL BE RESPONSIBLE FOR ADDITIONAL CONSTRUCTION COSTS/DELAYS ASSOCIATED WITH APPROVED) WITH RESTRAINED JOINTS AND ZINC COATING AND POLYETHYLENE ENCASEMENT. POTENTIAL CONFLICTS THAT ARE REFLECTED ON THESE DOCUMENTS. UNANTICIPATED SUBSURFACE CONDITIONS WILL FITTINGS SHALL BE ZINC COATED AND AWWA C110 OR C153 DUCTILE IRON WITH MECHANICAL ■ BE CONSIDERED OTHERWISE BY THE OWNER. JOINTS. ■ E n G I n E E R S 921 SW WASHINGTON ST. • SUITE 560 5. MAINTAIN A MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORM WATER LINE, 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL PORTLAND, OREGON 97205 AND MAINTAIN 10' OF HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES, WHERE POSSIBLE. SHALL BE 3/4"-0" GRAVEL. SEE TVWD DETAIL 201. PHONE:(503)242-2448 • FAX:(503)242-2449 WEBSITE: WWW.DCI-ENGINEERS.COM CIVIL / STRUCTURAL 6. INSTALL DETECTABLE UNDERGROUND MARKING TAPE ON ALL PROPOSED UTILITIES. 7. IF THE OPERATING NUT IS DEEPER THAN 60 INCHES BELOW FINISHED GRADE, PROVIDE ©Copyright 03/2020 D'Amato Conversano Inc At Rights Reserved GALVANIZED STEEL OPERATING EXTENSIONS TO BRING THE OPERATING NUT TO 18 INCHES This°¢Curren the idees o hesigns mey rot be re°se,'"whe'e or part,without wetter permission from D'Amato Conversano Inc. 7. GEOTECH OF RECORD WILL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL GEOTECH AND RELATED BELOW THE GROUND OR PAVEMENT SURFACE. SEE TVWD WATER SYSTEM DESIGN AND D'Amntn een ersnne Aiselnims wry responsibility for its unauthorized use. DOCUMENTS (SUCH AS DRAINAGE PLAN, FOUNDATION PLAN, SLOPE STABILITY, ETC.) AND SUBMITTALS, AND FOR CONSTRUCTION STANDARDS (MARCH 2018, SECTION 4.2.E.) AND DETAIL 403. COMPLETENESS AND COMPATIBILITY OF OVERALL GEOTECH DATA, ANALYSIS, RECOMMENDATIONS AND LU IMPLEMENTATION METHODS. GEOTECH OF RECORD WILL BE REQUIRED TO PROVIDE MONITORING OF SITE 8. HYDRANT INSTALLATION SHALL CONFORM TO TVWD WATER SYSTEM DESIGN AND w 39 PROFFSf IMPROVEMENTS AND DESIGN/CONSTRUCTION IMPLEMENTATION METHODS, GEOTECH OF RECORD SHALL APPROVE CONSTRUCTION STANDARDS (MARCH 2018, SECTION 5). �S G NE-4.4, FINAL GRADE AND PROVIDE A LETTER OF ACCEPTANCE. sss 5 A, 9. WATER MAINS SHALL BE SPACED 10-FEET MINIMUM FROM SANITARY SEWERS PER O.A.R. 8. SEE PLAN FOR THE PIPE TYPE, SIZE, AND LENGTH. 333-61-0050. REFER TO THIS O.A.R. FOR ADDITIONAL SPACING REQUIREMENTS WHERE 10-FEET MINIMUM CANNOT BE MET. ' OREGON 9. ALL PIPE BEDDING AND TRENCH BACKFILL PER CWS DETAIL 590. q 9�'cy 13 9-( \\ 10. 10. ALL NEW WATER SERVICES SHALL BE TESTED, FLUSHED AND DISINFECTED PER TVWD WATER , N A 10. FOUNDATION DRAINS NOT SHOWN ON PLANS FOR DRAWING CLARITY. REFER TO ARCHITECTURAL PLANS FOR SYSTEM DESIGN AND CONSTRUCTION STANDARDS (MARCH 2018, SECTION 3.3.N). INFORMATION. ■ 11. OPERATION OF VALVES IN THE TVWD SERVICE AREA IS PROHIBITED. ■ 11. A STORM WATER ACCESS AND INSPECTION EASEMENT IS PROVIDED TO THE CITY OF TIGARD AND CWS FOR THE AREA SHOWN FOR ACCESS AND INSPECTION OF THE STORM WATER FACILITIES. 72ND AvENuE TUALATIN VALLEY WATER DISTRICT SHUTDOWN SEQUENCING NOTES: APARTMENTS 1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE OF EXISTING WATER MAIN. 2. UPON ACCEPTANCE, COORDINATE WITH TVWD TO TAKE WATER QUALITY SAMPLE. 11740 S ' V 72ND 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING PASSING WATER QUALITY A'v' E N V E SAMPLES. ANY EFFORTS BEYOND SAMPLING BY TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME AND MATERIALS BASIS AT TVWD'S DISCRETION. TIGARD , OREGON 97232 FIRE PROTECTION NOTES: FOR 72ND AVENUE PROPERTY, LLC 1. ALL UNDERGROUND PIPES SERVING THE FIRE PROTECTION SYSTEM (INCLUDING FIRE ■ HYDRANTS) SHALL BE INSTALLED BY A OREGON STATE FIRE MARSHAL LICENSED CONTRACTOR ■ WITH A "U" DESIGNATION. U U ■ ■ 5 11-13-18 SANITARY LATERAL PLAN &PROFILE 4 10-08-18 SITE REVISIONS m m 3 09-10-18 PFI REVISIONS 2 08-22-18 TVWD REVISIONS 1 08-01-18 PFI AND TVWD REVISIONS MARK DATE REVISION/ISSUE ■ ■ PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS RJL AS- BUILT DOCUMENTS ALL ORIGINAL AND UNPUB WRITTEN SHED WORK THE CONSTITUTE THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED THE ARCE)TECT. BASED ON INFORMATION PROVIDED BY OTHERS. DCI Q2017 HILL ARCHITECTS ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS GENERAL NOTES WHICH MAY BE INCORPORATED HEREIN AS A RESULT. CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE-CALL NUMBER HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS4 INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE I((u�i�,; 811 ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND , SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL � � CALL TWO Bu DAYS / BEFORE YOOUU DDIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 3 OF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 x 235. 77 I 1 , 1 LEGEND: P-1 II 236.19 - - - EXISTING BOUNDARY LINE EJ TiT- - - EXISTING RIGHTROF-WAY LINE 1 L L x 35.f TAX LOT 3100 - CURB TAX LOT 3000 x - WROUGHT IRON FENCE ARCHITECTS x 235.9 5 xI SD - STORM DRAINAGE LINE 1 7 5 0 B L A IV K E N S H I P ROAD R LINE ° \ i `,,' P1 -D SD CULVERT W SS - UNDERGROUND- SANITARY EWATER LINE S HITE 4 0 0 WEST LINN . OREGON 97065 10" IE(E)=233.36 E - UNDERGROUND ELECTRICAL LINE „ ,os . so�4 2472 iOVERHEADELECTRICALLINE TFI 50� . X05 . 50,E FAX 50� . , ,23s ti PROPERTY LINE , WOOD FENCE 4 .a 243.5 WIRE FENCE tit oxr241. 0x -� ���\ �,4 245.4' 3511239.1240.6 _ �, ��►/�_ FoUNDERGROUND FIBER OPTIC LINE xx /E 233.4236.5 WIRE EENCE237.9 - 4 8 vl/F 234.0 _ _ X x241.3 xEV 1 EV 3 2" c C UNDERGROUND NATURAL GAS LINE �Q I s s s s s - BUILDING FACE 1 ! ! �% �� 0110 0110 = a 1 _ �� 240•, �7-/ / / / /�1// 44 2 - EXISTING CONCRETE SURFACE DCI _ X \ /■ A 1 / x 241.8 x 242.4 BM - N HMARK ■ E I'l G I I"1 E E R S - :3 .1 NCI, BENCHMARK E C 921 SW WASHINGTON ST. • SUITE 560 / � • - FOUND MONUMENT AS NOTED I ( x 2 7.8 / I I ❑D - GAS METER PORTLAND, OREGON 97205 RIGHT OF WAY / PHONE:(503)242-2448 • FAX:(503)242-2449 x 239 3 DE 3X6" o - SANITARY SEWER MANHOLE WEBSITE: WWW.DCI-ENGINEERS.COM / x 242.6 SSC - SANITARY SEWER CLEANOUT civic / STRUCTURAL P LA T2 I� / � •2 \t',., J ©Copyright 03/2020 D'Amato Conversano Inc. At Rights Reserved O �' / o I OD - STORM DRAIN MANHOLE dement,end the ideas end design¢mey not be resed,In whole er W\/ ° W in part,without written permission from D'Amato Conversano Inc. V U D'Amato Conversano Inc disclaims any responsibility for its unauthorized use. X I • 241 242 4 1 Lii - CATCH BASIN 1 THIS LI E BASED 0 SN 30893 BY W/H A / °'� LLE__ / 26 3 T - FIRE HYDRANT 1u x 234.63 PACIFIC O iv 243.86 243.85 / ( 243. J H - GAS VALVE w `���D PROFFs`1' '� a FF EL= XIITING BUILDING / GINE / c� z ❑D - WATER METER �,� <� F, y •7 o 111- > 243 915 / x 242.2 I Q Z - WATER VALVE sss 5 9_i� - EV 32 11720 / I = SW 72ND AVENUE / I u ,\£ - STREET LIGHT (COBRA ARM) , 1 !� OT 8 241485 WI''1 OREGON O � �` 6 x 237.5 FF EL=244.3\ 213- 8I - UTILITY POLE / ° �' - GUY WIRE 9*9'�'Cy 13, ZG�ry\�� X DIGHT OF AY LIN, PER W&H SN 308 3 x 239.2 ° / ��19 ��2 x 242.3 243i246.2TW © - COMMUNICATION MANHOLE SON A � OR THE C TY OF TIGARD /I x242.OBS O P - GATE POST ■ 254.5 x x 235.1 bS / 243. 246.1TW - SIGN POST ■ I T 241.29 * 241.26 / �Ig� �Q 1 0 - DECIDUOUS TREE 234.42 n I 241.22 /�� i`��x x 241.s F. (MSR) - MEASURE/RECORD 72ND AVENUE u / 243.7TW 243.3 x x 242.1 BS° 241.07 / 24>.6B 243.6TW APARTMENTS 0 241.29 FF EL=241.7 242.0BW SURVEYOR'S NOTES: 236. .'0 2 '9.53 241.7/// / / /0/j 44. 234.04 x x 241.68 0 x 23 G4I J.' 24 .2 Jr x ' x 1 \ I h SD CULVERT ,�ti� / x 241.7 x I 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 o W 23 I ti 10" IE(E)=23•.90 FF EL=241.5 F �� FF EL=241.H 241.5 242 7 x 244• 45.9TW VERTICAL DATUM FROM A STATIC GPS OBSERVATION AS COMPUTED o 11740 S ' V 72ND Q 4_ / ° 241.6 241.5 BY OPUS. Z 0 / 241.6 24 •g 244.0 - I 2. CONTOURS ARE AT ONE-FOOT INTERVALS AND ARE COMPUTER AVENUE, 0 / x GENERATED. X 241.26 412 a - 2-=:5 Q i - ---.'---'2:3. 236.3' 38 ' / / / / / / / /_/ / / / / � / /x241_59 -241.5- 2..39. 241.x_ '4, - 245.81Wi Ox35. 241•' 241 5241.6 I D ;" 3. UNDERGROUND UTILITIES ARE SUBJECT TO ACTUAL FIELD LOCATION. T I G AR D , OR E Go N 97 z3z Q jf9;11k 241.5 241.4 244.7 N - 4. ALL UTILITIES MAY NOT BE SHOWN. 9 x 236.9 241 D E 1 3" �� Ate- � 23.79 -O 42 8 244.2 FOR 72ND AVENUE PROPERTY, LLC N 3.3 234.6�� ti ���' o�� EXIST. EASEMENT - D' 3X 8" 244• • x �x -.2�1.1 241.0 x 241 ':.,� 4/. w 5. TREE SPREADS ARE NOT TO SCALE. ■ � -23 .C 2 1.1 . '� ��� - - 234.8 240.0 '" 0 0 6. NO TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY I X 240.9 240• 2.,.,,,‘„,-- 41* 241.71 t D 20" lii x NOT BE SHOWN.? 233.9s I _ x 240.4 1- 240.3 24OBV r,. •9 w I b 240.7 U 1 x 233 x 237 o 240.4 240.0 40.1 z 0 VERTICAL DATUM: 44 x L/D 233.16 0.00' WIDE DRAINAGE o l w �" VC (N F22o.21 ' I ASEMENT PE- PLAT x 240.7 �•0 239.9 lL x '144.7 NAVD 88 \� '' C EV 3 OOKL16, PAGHEIGHT.31, 2392 ION, x 240.4 , z • _ �� ` A 239.41 240.2: 241.8TW J EASEMENTS: IV' `.i7.1 239.17 239.10 239.0 239.14 Q z \ I 239.16 x x °� x '-239.16 a27�9'14 1 Q 10 WIDE DRAINAGE EASEMENT PER PLAT (ENOLA HEIGHTS SUBDIVISION, \ I t 233.5 O 239.18 - 239.19 239.2 A ° ° BOOK 16, PAGE 31). INFORMATION PROVIDED BY SURVEYOR. O I ICBRIM-233.20 a 392/ / / / / / / / / / / / / 7 / / / / / 392 ° .„0" INN =231.58ki- c2) �1� �� TEMPORARY BENCHMARK: ( ) 1� ti • ti� o THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM 1 I II" 0U-(S)X� 8 �� x 239.2 xti� 242 51W - ,'\ FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. 233.57 235.9 • 4) 4) \/ u x 239.6 239.10 x x � � 242. ' S ', /� \ 1 LOT 9 a 239.28 a��"�2�,8s 24268W ��� ENGINEER'S NOTES: Off, 1 242.3TW EXISTING BUILDING 239.0 ti� 0y���% 211111 41. ' ti� 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL . 3NLAI TER a ti��"�h 14 STS 243.7 SURVEY BASED ON INFORMATION FROM THE UTILITY PURVEYORS, ■ I :RICK 11750 `V AND AERIAL IMAGES. SOME INFORMATION WAS HAND SKETCHED �/ SW 72ND AVENUE 0 0 FROM AERIAL IMAGES AND THEREFORE UTILITIES MAY NOT BE .39x x 23 �� � FF EL=240.1 �, o x 238.6 239.06 ��0 a N ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL BE ti��o' �� / o NII VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. 2 3�) 1 ' 236- ' x 239.1 ��a / �o �`� ° - N 244.5 2. REFERENCE GEOTECH REPORT FOR TEST PIT BORING LOGS. ( , 1 x 238.4 239.3TW / 3 .2 242 9BWI 4 /D=233. 238.98W 2 I 233.26 / / / / / / / / / 239.6BW 242.3 1 RIGHT OF WAY ° PLANTER 239.40/ x „� Jrdi 24 .21W * N OTE 5 11-13-18 SANITARY LATERAL PLAN &PROFILE G 0 u 2 G ° / �`��Q / x239.56 239.22 PI Q w 4 10-08-18 SITE REVISIONS G 39.0 Q / ° 239.27 THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO co Illreggi C G G 23821 4, 239.7 / a / ' 7.58 �39� 242.6 W CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS x 238.62 a ' U I o L- 3 09-10-18 PFI REVISIONS 37a 236.47 �� k a / a a so 142.1 0 1 FURNISHED BY OTHERS. x4.7 238.18 a a / x 239.5 C O 1 o D Q ° / ° ° 6 g 2429BW I SURVEY PROVIDED BY: 2 08-22-18 TVWD REVISIONS 242 2 U i cn �� / a ° 4 x 239.56 I PIONEER DESIGN GROUP, INC. 1 08-01-18 PFI AND TVWD REVISIONS Xill N ° / a ° ° a 239.6BW 241319020 SW WASHINGTON SQUARE ROAD. SUITE 170 X ° a a / ° r 401'1 PORTLAND, OR 97223 MARK DAT,, REVISION/ISSUE 01 ° c ah:\2, �T �� PHONE: 503-643-8286 x 23.9 58 � �T� \FF EL=238.9 a D 241'4T �1. ?�T ‘1111� • T 1 28.39 ° a° D 9 D E 12" 239.6BW '� �I Ly ■ PP.OlECT NUMBER DRAWN I Y CHECKED BY 2 '6.so x i 4 23 �� - N '1.95 x i , I 234.39 „ 23 3 238.77 ° , 3 8 •' 2.-18� 239.56 x 239.37 �' 9B w'��y���- V ill 17042-0032 JAS RJL 232.76 X 238.79 239.68 D E 6" •. ` 4 Dry x 231.9 wooD EEB P 0 H H _ • a 239.59 �:..I R� -A x • 232 PLAT LINE O H n 0 H 238 77 239.07 - - .cam' '� 241.444.1 r 238 6 , , _ "•38.9 #. P 238.4 _ - x DE 6" DE 2X7" u, I - _ � _ _ � - - - - _ x iT6'(gD EENCE ti)''N' • �� HH - - ��� rli 07DE6>, 9 x 232.80 ' / D E 6' 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE II x ORIGINAL AND UNPUBLISHED WORK C F THE ARCHITECT AND MAY NOT BE ti� 1 1 PROPERTY LINE A ////// 1 NY DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF // THE ARCHITECT. �� GRAPHIC SCALE 02017 HILL ARCHITECTS a b9\\G Q 10 0 SC, 10 � l © 1 P3 `w SI 226:85' \\ EXISTING SITE SURVEY 1 I 1 ///////////////, 1 ( IN FEET ) AS-BUILT DOCUMENTS 1 inch = 10 ft. CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE-CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS 4 COMPLETENESS OF THIS INFORMATION AND SHALL NOT INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ,-/%\I, 8 1 1 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND I i��� WHICH MAY BE INCORPORATED HEREIN AS A RESULT. SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL / CALL TWO BUSINESS DAYS BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 4 OF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 i-1 _____------------„. HILL ARCHITECTS 1750 BLANKENSHIP EZOAD SUITE 4 0 0 WEST LINN, OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DCI • • EfGIfEERS 921 SW WASHINGTON ST. • SUITE 560 PORTLAND,OREGON 97205 PHONE:(503)242-2448 • FAX:(503)242-2449 WEBSITE: WWW.DCI-ENGINEERS.COM CIVIL / STRUCTURAL ©Copyright 03/2020 D'Amato Conversano Inc. All Rights Reserved This document,and the ideas and designs may not be reused,in whole or in part,without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. w w \o, PROF � ININeFj� 866 5 �A PILI ' OREGON 1,b'CH 13, (19A\\ NA , S • ■ REFERENCE NOTES: T T 10 SAWCUT ASPHALT PAVEMENT TO NEAT VERTICAL EDGE ONE FOOT IN. 721 � D A \S/E 1 V E 20 DEMOLISH AND REMOVE ASPHALT PAVEMENT. APARTMENTS 30 DEMOLISH AND REMOVE EXISTING TREE. REFERENCE LANDSCAPE PLANS. ® EXISTING OHP TO BE RELOCATED UNDERGROUND. COORDINATE WITH UTILITY PURVEYOR. 1174 0 S \X/ 72ND 2 �T D 1V 50 CONTRACTOR TO ABANDON EXISTING WATER SERVICE AT THE MAIN IN SW 72ND. COORDINATE WITH TVWD. AVENUE © EXISTING CLEANOUT TO BE DEMOLISHED AND REMOVED. 70 EXISTING STREET LIGHT TO BE RELOCATED. COORDINATE WITH UTILITY PURVEYOR. T I G A R D , OREGON 9 7 2 3 2 ® EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY FOR 72ND AVENUE PROPERTY, LLC PURVEYOR. ■ 90 GRIND EXISTING ASPHALT ROADWAY 1.5" FROM STA 10+00 TO 11+58. ■ I w I i r; �? " I x �'� J �; N rn N N 06 X 10 EXISTING 10" STORM LINE TO BE REPLACED. REMOVE EXISTING 10" STORM LINE FROM tz -f) 0 w > N U N I INLET TO EXISTING CATCH BASIN AT STA 11+91 co o -- J= N x m -- o Iri j 11 EXISTING CATCH BASIN TO BE REPLACED. REMOVE EXISTING CATCH BASIN AT STA z � �. '� �. __ . _ _ 11+91. H o O �� \ ,�� u) x �/ COORDINATE WITH ADJACENT ic �. PROPERTY OWNER 12 EXISTING CATCH BASIN AT STA 10+78 TO BE REMOVED. N W W II c0 n_ (n , � r L., PROPOTY LINE ' m v ^ '�0), ��5 w 0 0 ' z tri N �, NN cN �n 236 J U © 0 rn. `"� 0 " 0 ' t) i 0.4-,,,, fZ " fit_ W eN N II lip x< F \\l `n L/) U = m x `"� x "� Q z - Z < O / N J • I— �" O °azo CD o = LEGEND: Eisis ,I. . ' RI HT OF WAY " EXIST. RIGHT OF WAY " I inn , - - — — - - altilriA► � 14-53,mk'°5 10,11 _ \_Es _ _ In - -li — — � 0 \ \ 0 O 0 O "" M _ ` ,� �1 . , �`�� —� C ASPHALT REMOVAL P x 4,4 - 0 - 0 x � � 0 d 0 � � 0 d 0 x dam.: • / \O O X —.A.c •, • \\ aux lr) Er 1 ,r-- '\ _ � � , „, " c' - rrNc. N Mi "i JIlL N ( 1,4k%,*hk ,&, ' ,..,. in ^r) ^,) ^,) Y - - -; - - - _ „ _ „ - - - - - - - - - - - - - - - i r - 11. -;-, 1.5 ASPHALT GRIND ♦♦♦♦/•♦♦♦♦♦`Gff�,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�I,♦♦, ♦♦♦♦♦♦♦♦♦♦+ �•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•• ♦♦♦♦♦♦•♦�.�•� '♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��� 5 11-13-18 SANITARY LATERAL PLAN&PROFILE ♦♦���•♦♦♦♦♦` Wit +♦♦♦♦♦♦♦'•♦♦♦♦♦♦♦♦♦`�#♦♦` r♦♦♦♦♦♦♦♦♦♦`+♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•���♦♦♦♦ •♦•�♦�01 0 •.��♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�•`�• © 4 10-08-18 SITE REVISIONS co ca 10 •+:��:/���:::::::::::: ��:::::::` v�:::::::::::::♦♦♦♦♦♦♦♦♦♦♦♦�Q•1�♦♦♦♦••♦♦♦♦♦, ♦' A�®�♦�♦�♦�♦�♦�♦�♦�♦�•�•`3,•♦�♦�♦� 12+00 _ 3 09-10-18 PFI REVISIONS - - _ I �� to" ''\ MU i�� �f— � -- - 16 "i m 2 08-22-18 TVWD REVISIONS in " `� N N ' " N x / x 0 x x " x CO irk x 1 08-01-18 PFI AND TVWD REVISIONS 235 72ND VENUE MARK DATE REVISION/ISSUE u) ■ n,) ■ PROJECT NUMBER DRAWN BY CHECKED BY ° 17042-0032 JAS RJL 23 N 7 S @ - 2 '069 s J 7 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE � ��p O ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE :-C- DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. V In 'h 0 0 GRAPHIC SCALE 0201 HILL ARCHITECTS a �gM h " M a N t� " " " " " 10 0 5 10 DEMOLITION PLAN ( IN FEET ) AS-BUILT DOCUMENTS1 inch = 10 ft. CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED IONE-CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS �� Qqq COMPLETENESS OF THIS INFORMATION AND SHALL NOT INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE „,.1 U I I BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND i/, 5 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL11 CALL TWO BUSINESS DAYS OWNER/AGENCY BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 5 OF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 . 7 . 6 . 5 . 4 . 3 . 2 . 1 REFERENCE NOTES: 10 PROVIDE NEW CONCRETE CURB AND GUTTER PER CITY OF TIGARD STD. DWG. 126, SEE DETAIL 5/ p-I SHEET 8 0 o.� 21 PROVIDE NEW 20' CONCRETE COMMERCIAL DRIVEWAY PER CITY OF TIGARD STD. DWG. 143, SEE o 14- 00 DETAIL 6/SHEET 8 HIL L A v O-1 Q N + 3Q PROVIDE NEW ASPHALT PAVEMENT (PUBLIC), SEE DETAIL 1/SHEET 2 co._ ON 00 ARCHITECTS Q o ® PROVIDE NEW CONCRETE SIDEWALK PER CITY OF TIGARD STD. DWG 120. SEE DETAIL 2/SHEET 8 �- (.)� N � O 1750 BLANKENSHIP ROAD — ^ "' 50 PROVIDE 12" x 8" HOT TAP ON EXISTING 12" DIP WATER LINE PER TVWD DETAIL 302, SEE DETAIL SUITE 4 00 (1.529,) �: ,� _ _ — — — �� � � 3/SHEET 7 11 WEST LINN , OREGON 97068 EXISTING SURFACE ® CL _ (1 879) © INSTALL 8" GV (FLG x MJ) PER TVWD DETAIL 402, SEE DETAIL 4/SHEET 7 TEL 503 . 305 . 80'33 FAX 50.3 . 305 . 8034 -- — — — - — ( .709;) 70 PROVIDE 2" DOMESTIC SERVICE WATER METER PER TVWD DETAIL 605, SEE DETAIL 6/SHEET 7 _ (PRIVATE AFTER METER) NOTE: TVWD INSTALLS 2" SERVICE AND METER. ® PROVIDE FIRE HYDRANT PER TVWD DETAIL 502, SEE DETAIL 5/SHEET 7 � CI XISTIN a SURFACE 0 CL 7 . CENTERLINE Q PROVIDE NEW 6" SANITARY SEWER SERVICE _ I rl E E R S 10 PROVIDE NEW CLEANOUT PER CWS STANDARD DETAIL 500, SEE DETAIL 3/SHEET 8 921 SW WASHINGTON ST. • SUITE 560 PORTLAND, OREGON 97205 11 CONTRACTOR TO ABANDON EXISTING WATER SERVICE AT THE MAIN IN SW 72ND. COORDINATE PHONE:(503)242-2448 • FAX (503)242-2449 230/240 WITH TVWD. WEBSITE: WWW DCI-ENGINEERS COM CIVIL / STRUCTURAL ©Copyright 03/2020 D'Amato Conversano Inc. All Rights Reserved 12 EXIST. SANITARY SERVICE — REMOVE CLEAN—OUT AND CAP LINE domen=•and the ideae and deeigne may ot de reeed,iwhole or D port.without written permission from D'Amato Conversano nc. D'Amato Conversano Inc.d'iscla'ims any responsib'i lily for'its unauthorized use. 0 13 RELOCATE EXIST. LIGHT POLE. POWER WILL BE UNDERGROUNDED. NEW POLES TO BE 35' GRAY s , FIBERGLASS, 30' MOUNT HEIGHT WITH LEOTECH LED FIXTURES w sa PROFFS + � w Q. t Q. 14 UTILITY TRENCH AND BACKFILL PER CWS DWG. 590. SEE DETAIL 1/SHEET 8 5�\ANG I NE-4-4) � 15. '4 EXISTING SURFACE ® 33 Lc, `v + 866 5 91�� EAST OF CL •-z.11 - o m 15 EXISTING CATCH BASIN TO BE REMOVED \\ r _ I--- — — _ o EXI TING SURFACE ® 33' oi:z. ,'); N Ic 16 SEDIMENT FENCE PER DETAIL 7/SHEET 9 �' OREGONti� _ \ A � EA T OF CL Ko o Mi if /pcN 13 2o,\ N 1.91% _� \ _ _ __ _ Q - _ _ + .�I 17 INLET PROTECTION PER DETAILS - SEE SHEET 8 & 9 *�N S�____ r 18 WHITE AND BLACK REFLECTORIZED TYPE II BARRICADE PER MUTCD STANDARDS. PER CITY OF \ � TIGARD STD. DWG 192. SEE DETAIL 4/SHEET 8 . r -- - _ __ 1.91 ' Q QN(icy t., n;PROPOSED TC ® 33' — — — _ 1 19 WHITE AND BLACK REFLECTORIZED TYPE III BARRICADE PER MUTCD STANDARDS. PER CITY OF EAST OF L _ �� TIGARD STD. DWG 192. SEE DETAIL 4/SHEET 8_CD __ 72ND AVENUE PROPOSED FL ® 33' — � 5q � Op CONTRACTOR TO INSTALL CONDUITS AND VAULTS ALONG FRONTAGE PER PGE JOB NO. M2420237 EAST OF L APARTMENTS PROPOSED TC ® 33' EAST OF CL 21 CONNECT DIP STORM DRAIN LINE TO NEW 12" STORM DRAIN LINE Q2 WATER TRENCH AND BACKFILL PER TVWD DETAIL 201, SEE DETAIL 1/SHEET 7 1_ 1740 SW 72ND EAST CURES PROPOSED FL ® 33' D EAST OF CL H-SCALE: 1 "=10' 0 REPLACE EXISTING CATCH BASIN. 12" IE IN = 229.71 230 I V-SCALE: 111=21 ® BEEHIVE INLET FOR SWALE OVERFLOW — SEE CWS DETAIL NO. 405. SEE DETAIL 8/SHEET 7 AVENUE RIM = 232.55 10+00 11 +00 6" IE OUT = 231.09 TIGARD , OREGON 97232 ©5 FIELD INLET — SEE CWS DETAIL NO. 390. SEE DETAIL 3/SHEET C5.10. RIM = 233.50 FOR 72ND AVENUE PROPERTY, LLC 12" IE OUT = 232.58 ■ ■ PROPOSED FACE OF BUILDING © NEW 12" DIP CL52 STORM LINE. I 1 (0' SETBACK) I ,I le 1.5" ASPHALT OVERLAY FROM EDGE OF PAVEMENT TO CENTERLINE 1 EL > I II I' I RELOCATE EXISTING MAILBOX I II PROP. CITY OF TIGARD R/W — PROP. CITY OF TIGARD' 11 \ \\��\rv��\\ I A— COORDINATE WITH I .. ■■ c •fi �. o PROPERTY OWNER r--� air- I 1 T - _, If,____ v 3 - , _ COORDINATE WITH v \ 0 , Il �-- - ■ �C■■ !!� \I 4I� PERTY OWNER ■ ■■ ' TCH EXISTING 0 0 234.08FS _ 233.68FS 233.10' S _ I 232.70FS 232.05FS N I c. / c w II N — w ! _ z GRADE TO DRAIN 'inY z I 1 AM o 0 o TO CATCH BASIN tO m C EXIST. CITY OF TIGARD R/W V' ir -1777- - • I AI _ 1 1 • X 1 _ P 0 0 �_ V d C` d H \ 0.1 _ EXIST. CITY OF TIGARD R/W <� X l SD SD J SD SD ~ c°-� SD ! -D SD 12 DIP CL52 N 1 SD \ S[\ SD SD • I— E ♦ �i S=0.0150 1 sfz Z J • / w Z • to a Q U N w z ct 7 y \ �1 /\ 5 11-13-18 SANITARY LATERAL PLAN &PROFILE co N ��‘fftFO` to EXIST. 12" WATER m 4 10-08-18 SITE REVISIONS lj- �' 3 09-10-18 PFI REVISIONS km, i10_,To hkh,, D il . O+r -. Lk �� 1 00 �� Iffim. 1+ p 72ND AVE. 12+00 12+22 XIST. 36 WATER _� 1 1 2 08-22-18 TVWD REVISIONS \ _ __ �1u11� 1 11 ' -— TT v 11 �, ,® ! I'll t,1_ SII/ N1 1 08-01-18 PFI AND TVWD REVISIONS 2 8 EXIST. MEDIAN STRIPING Z 72ND AVENUE / a Q MARK DATE REVISION/ISSUE t Z CO I o�� may.' O �� PROJECT NUMBER DRAWN BY CHECKED BY vi U + �s 5 —4:4 1bi N W _ ^ _ Lo Q 17042 0032 JAS RJL + + T , + + + O + + + + v I"0 vW � vW v cil n � � � � v ao v �o n dao 2.r L,1 n ' a 0 13 EXIST. FOG LINE S ® 11 12 8 it g_ Q X313 ©7 © yki © ,* ® 2 ® ® s _ . . O \ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE filt ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE EXIST. EDGE OF PAVEMENT 0��S,TA.11+10.82 EXIST. 8" SEWER a �°W DHE ARCHITECT OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF \ \1 6 SAMTARY SERER ❑ \ GRAPHIC SCALE Q O HILL ARCHITECTS X— Y >X N•9 1 10 0 5 10 \ EXIST. EDGE OF PAVEMENT 111 PLAN AND PROFILE EXIST. PUBLIC FIRE HYDRANT / ( IN FEET ) 72ND AVENUE AS-BUILT DOCUMENTS 1 inch = 10 ft. STA: 10+00 TO 12+17 CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT THE AS—BUILT DOCUMENTS HAVE BEEN PREPARED ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE—CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL lk ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS 4 Q COMPLETENESS OF THIS INFORMATION AND SHALL NOT INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE . �((� ..� H 11 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND Irl N 6 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL r \ CALL TWO BUSINESS DAYS OWNER/AGENCY BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 6 OF 10 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 235 235 46' ROW 46' ROW 1=' HPROPOSED PAVEMENT _ — `� � HILL 12" DIP ARCHITECTS STORM OFF—STREET ROW IE — 230.90 IMPROVEMENTS c I 1750 F� LANKI= NSH [ P ROAD L....I19.9'± SUITE 400 u_ EXIST. GAS WEST LINN , OREGON 97068 230- 12.$'f 11§ §I -230 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 / 14.9'± I I \ N_ EXISTING COMM PGE CONDUITS TO . I i y 6" MIN. CLSM COVER CONDUIT BE PLACED BELOW I EXIST. 12" DIP NEW SIDEWALK WATER DCI ■ I 12 MIN. CLSM _4 I — ■ E n G I n E E R S _ EACH SIDE 921 SW WASHINGTON ST. • SUITE 560 CITY OF TUALATIN PORTLAND, OREGON 97205 ✓/ 36" CONCRETE — PHONE:(503)242-2448 • FAX:(503)242-2449 CYLINDER PIPE WEBSITE: WWW.DCI-ENGINEERS.COM CIVIL / STRUCTURAL 225 0O 1 8.3'. —225 ©Copyright 03/2020 DAmato Conversano Inc. All Rights Reserved This document,and the ideas and designs may not be reused,in whole o in part,without written permission from DAmato Conversano Inc. se DAmato Conversano Inc.disclaims any responsibility for its unauthorized u • CA .-. CLSM ENCASEMENT — w W AT UTILITY CROSSING, Lu w 100-200 PSI PROFFS M 12'f /4, ANGINE4`/a,_ ( irk I � � � ��66 5 �1�� 5=0.0500 12'f PVC 3034 - 6" SAN _ — I 1111- . OREGON 8'' SAN _ CN13, 1 ,\ Ioivil° ° E - 219.96 - oN Aq,* S (VERIFY) �' • 220 — ° SANITARY LATERAL — CENTER PIPE _220 • AT CROSSING AND ENCASE WITH CLSM FOR 2' BEYOND JOINTS L. TRENCH AND BACKFILL PER CWS DWG. 590 — 72ND AVE N U E V V V I USE CLSM (100-200 PSI) AROUND 36" PIPE AS SHOWN V 1 APARTMENTS —0-50 0+00 0+50 z GRAPHIC SCALE 72ND AVENUE SANITARY LATERAL PROFILE 11740 SW 72ND D STA: —50+00 TO 50+00 0 5 110 25 5 pp 25 o ` 73 ( IN FEET ) EXIST. CITY OF TUALATIN ' ►lam , AVENUE o VERT: 1 inch = 2 ft. I 36" CCP WATER 4 J NORM: 1 inch = 5 ft. a (f) TRANSMISSION LINE TIGARD , OREGON 97232 FOR 72ND AVENUE PROPERTY, LLC ■ v) • a v N ■ + z 2ND O I AVEC E o 18 XIS Z I PROPERTY LINE Cr) _. ' = a ► la CLSM (100-200 PSI) X Q I I - ENCASEMENT OF 36" o n WATERLINE AT CROSSING, N i - r / 12" EACH SIDE, 6" COVER o �„ 0 OVER WATERLINE. ENCASE CN1 ' I 6" SAN FOR 12' EACH SIDE. I / vi Ci L:_ , , a ■ SS SS S SS (SS SS SS SS — SS SS ■ STA: 11+1,3. 8,3 I o o EXIST WA lLR MEILR STA: 11 +10.82 o 66 LF 6" SAN PVC 0343STA:l / ` _ 5 11-13-18 SANITARY LATERAL PLAN &PROFILE A. 1 1�21. 41 t/ z1 0 4 10-08-18 SITE REVISIONS m S=0.0500 6" DIP SD ' \ m CIE - 220'04 Ir — L t sb SD IIT~ 3 09-10-18 PFI REVISIONS 8"IE - 219.96 - STA: 1-1+2, 9g ► �/ 2 08-22-18 TVWD REVISIONS (VE�IFY) 1 � ' EXIST SEWER CLEANOU , �/ ,.,i__,- ,, )11° 1 08-01-18 PFI AND TVWD REVISIONS - I STA: 11+24 47 I - - --- _ IMARK DATE REVISION/ISUE 1 1 FIRE HYDRANT G G / � _ W w -���- -- �Iw--- low--- �� (1) 11,-71 ��� I I I I ■ 17042-0032OJNUMBER DAA DRAWN BY CHECKEDR� BY STA: 11+2969 I . - I IIIi ii C o LLE_IFII- di-- - - - - —1J2" DOMESTIC WA I R METER G10101 w ii 5� - .--w--- R --- -w-L-I+- 44 w x — — — — — — ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE STA: 11+33. 76 I I - I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT RE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF EXIST. GASN / , 1/ THE ARCHITECT. Q 8" DIP Q 0 HILL ARCHITECTS I A EXIST. EDGE 7..1lSANITARY LATERAL OF PAVEMENTl STA: 1145.59I , j _ a PLAN AND PROFILE AS-BUILT DOCUMENTS Mr 6 DIP SD 1 ; ��'I c UNDERGROUND SERVICE ALERT THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED GRAPHIC SCALE T 1 =II -= ONE-CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI STA: 11+46. 00 - - SD �G SD 5D -' SD 4 ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR 5 0 25 5 ' _ -.. ' S / COMPLETENESS OF THIS INFORMATION AND SHALL NOT '� 4 : — IA.%\ CA 20 DRIVEWAY I .�_ _ 14.� r ��,►� 111 811 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ,,,�I !� 61 1 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. ( IN FEET ) 72ND AVENUE SANITARY LATERAL v CALL TWO BUSINESS DAYS BEFORE You DIG 1 inch = 5 ft. SCALE: 1"=5' SHEET6AOF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL PIPE WRAP STRAP/SLING %//\\s\\%\/\\\'/\.\///- \%//\%\%/>%/\ /\%//\%//\%//\% 0 0 I-1 I - OO -� PE ENCASEMENT0 /'/\\� � •.. . ::•. `'' •.. :4 ' . .' •. . . \\�\\\// 0 FINISHED GRADE AC PAVEMENT REPLACEMENT. 111111111111111111111111111_ , ° , •/ . . /SEE NOTE 4. _ . .-. -• -=-__ •:;.,... \ \ \ .: \®- _ \ \ : : 4 \ \ HiLL 12" MIN. SEE NOTE 4. /\//\ j\// //\/\//\/\ //\ \/ .: . °.... . . .. .•° : .. ;. \ 18 MIN DISTANCE ...? r.;/�: `- MIN. MOUND EXCESS MATERIAL TO ALLOW I .// \ \ \ \ \ \ \ \ \/\/ , . ° . /\/ ��� . FOR SETTLEMENT. CONTRACTOR I 6" CLASS B /j /j\/\/ / /j\/jj/j / /\/ /\/ \r\j / ' : °. • 1 ' :./\/ TO NEAREST JOINT 0"-tri:"'- 2 MAX. SAWCUT CLEAN EDGE FOR /\ \/\//\\//\4,\//.\/ /. , : ., ,•' a. 1 '•� A R c H T F c T 5 BACKFILL � � .._ '•'" '. • d,.. SHALL RESTORE ALL LANDSCAPING I AC PAVEMENT REPLACEMENT. 2 O ,.:. ;• .. •� \\ , t TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. 0 O �� 2' % i lx-4 f 1 7 5 0 BLANKENSHIP ROAD _ _ «�. � EXISTING I z 0 EXISTING iii ‘ \ e A, I I� I I/ I ' 8 141 ~.I �Lf .f ,f � S UITF 400 o _GROUND w AC PAVEMENT .-- . • '- '. • • %=•. • . O O ;.�r WEST LINN . OREGON 97065 o o - - /\/\ /\/\/\/\/\/\ 1 i. Co TFL .50- . --105 . 8 0 FAX 50-; . 305 . 8 D�4 rti 10.f ,i, c• DETECTABLE WARNING `/ / /?�',°%°'•°�•``%� .`. :. . ... \/•\/\/ /\/\\/\ \/.\ /\\/\/• /• 1 �.,\�.,��.,,.4. .•.�.•.�?/- ROADWAY \\,\\ ; / •J 1�.� TABLE 1i! =life O TAPE FOR PIPE DIA. >12" • \ \\ .,;,.,4,.,v.r.:• • •=�•_�_•_� BASE O3 ` 1 0 ,;�� • • ,,g ,,,,. .- . .. w PROFILE VIEW , �1 TYP BRANCH THRUST BLOCK j•.!, `_, 6 MIN <;. 44 \ ��!'O''O''O''O''� •:. / 1• 1 i,1=..- 1 •AFI ,I'�'� % . CLASS "A" / /,`,�,\� • •:\//\/ (97 (_� - O NATIVE / vAv fie" "B" 1 • <I t a, O� ���° \ • ��, //� CLASS 3/4„-0» j 1 .' - �i;. ,!• r , \\\\\\\\\ PIPE DIA BEARING AREA :� -;sxtrF.,.., t• • BACKFILL .o.�,,.�,,g,.�o•0 0 /\ z_ r'':.:: . - ----- (IN) SF . •fit ,t' •�t'� \/ ,y��,,,,�\,, .,4 - . ,\\ CRUSHED ROCK 6O �� ( ) -1 1 \ •. \/• GRANULAR BACKFILL Dill ' 7• 4 1.3 1 •-•, MA'�• '�I�I�I� 1� -, DCI • �'P� '��'0 OP .*ii, • E I•'1 G I I•'1 E E R S / \ '• ' ` - �/ 4i) 8 I�� •1 `' �.+i 921 SW WASHINGTON ST. • SUITE 560 • TRACER WIRE FOR � �� �; \ • PIPE DIA. >12" 11* • • , • , • /11.1‹,.,--;:.,-1.... ...,,,,,!,--1.71. . \ III ,\\ \\ \ \ \\ \\ \ \ \ �� 12 11.3 ,4. PORTLAND, OREGON 97205 PIPE .=.= . / / / / / / / //. / 'r j �40 PHONE:(503)242-2448 • FAX:(503)242-2449 ZONE ' / •Ozt-• ///PIPE OD TWO LAYERS OF TAPE WRAPPED KEYNOTES: 6" MIN ••' -� f•' ,, �I,�i���� WEBSITE: WWW.DCI-ENGINEERS.COM \\/ � •;7, /\ + A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK �� !411,�•���tt �i.1i y� V'1, !��L1 civil_ / STF2UCTUF2AI_ • ALL THE WAY AROUND TYP 10' ,a„•,_t.:�._4,.1._... �, ©Copyright \\/4-!, 11,, ,.4%.• •,• �\�� SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY • = \ py ghl 03/2020 D'Amato Conversers IncAtRights Reserved I ., \. ." • .. ..- ._-.. /\ 6 PIPE BASE DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) KEYNOTES: /�./�./�. /� /� /A /A/////A//A/////A//A /, Ori fhe °°d eem D' / part,wm°°t wrath p o from eAm°fo of bers°us Inc Err \\\/ \/\\\ //\\ I KEYNOTES: ® A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" oAm°f° °°ers°°° °e dieceime e°y resDonsibilily for ifs °°fhori=ed use //\/ I B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF V-BIO POLYTHEYLENE PIPE_ 6 CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OF 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS ENCASEMENT PRIOR TO POURING THRUST BLOCK AND BACKFILLING. EXTEND TYP. 0 TYP. OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. SHOWN. POLYETHYLENE 6" MINIMUM BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH Lu POLYETHYLENE PIPE WRAP TAPE. SEE DETAIL 301. B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" w �9 PROFFS 24" MIN. 2. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" `,��\4GINfF ` ,, NOTES: A ONE FOOT OVERLAP AT EACH END OF PIPE. D. LINE-SIZE GATE VALVE (FLG X MJ) PER DETAIL 402. AROUND VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. 866 5 ��i 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED. CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND COMPACTED TO 95% OF AASHTO T-99. 3. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT PENETRATIONS. TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. �' OREGON 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE NOTES: D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM 9 ti, p\e1•�� REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO SHOWN LOOSE FOR CLARITY) TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE FINISHED GRADE. SEE DETAIL 403. �� 13' S\ \ T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). CHRISTY'S PIPE WRAP TAPE, OR APPROVED EQUAL. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE E. WRAP VALVE WITH V-BIO® POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL iV A , SADDLE WILL BE INSTALLED. PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED 4. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. BOLTS SECURE TO PIPE WITH 10 MIL PVC TAPE. SEE DETAIL 301. ■ AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. MAKE UP JOINT. SHALL BE COR-BLUE, OR APPROVED EQUAL. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND ■ 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE 5. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. 72ND AVENUE JURISDICTIONAL REQUIREMENTS. PLACE AS SHOWN. 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR G. 2" SQUARE OPERATING NUT. PRIOR TO TAPPING. H. 8"x6"PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE 6. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. PVC CEMENT. APARTMENTS JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. I. COMPACTED ROCK. Tualatin ValleyWater District DESIGNED:KLS DATE: 3/1/2018 Tualatin ValleyWater District DESIGNED:KLS DATE: 3/1/2018 DATE: 3/1/2018DESIGNED:KLS DATE: 3/1/2018 PE BAG INSTALL Tualatin Valley Water District DESIGNED:KLS y TYPICAL DETAIL ���xDETAIL DETAIL Tualatin Valley District DETAIL o 1.....6.2. --,,,.., -. ....0= APPROVED:NWA (jir'^ ' ,�-� APPROVED:NWA MODIFIED DIPRA WET 1� �„� APPROVED:NWA TAPPING SADDLE � C� ��� APPROVED:NWA TYPICAL VALVE SETTING o 1174 0 SV 72ND TRENCH BACKFILL 1850 SW 170th Ave. Beaverton,OR 97003 201 1850 SW 170th Ave. Beaverton,OR 97003 TRENCH METHOD 301 1850 SW 170th Ave. Beaverton,OR 97003 302 1850 SW 170th Ave. Beaverton,OR 97003 402 (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE I (503)848-3000 www.tvwd.org SCALE:NONE AvE N U E TYPICAL TRENCH BACKFILL PE BAG INSTALL CO TAPPING SADDLE TYPICAL VALVE SETTING TIGARD , OREGON 97232 TUALATIN VALLEY WATER DISTRICT DETAIL 201 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 301 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 8 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 3 SCALE : NTS FOR 72ND AVENUE PROPERTY, LEC • HYDRANT BEHIND CURBTIGHT SIDEWALK MEGA FLANGE ( UD ' SHALL ■ 18" MIN 2" GATE VALVE SEE NOTE 4. MID-SPAN COUPLING ADAPTOR COMPLY M1H TAOI I • 3'-6" I THRUST ,- AlER SYS1EM EHIDE GRATEIL (SEE DETAIL BELOW) 24" MAX I..__iii_mili DOUBLE CHECK VALVE RESTRAINT f SEE NOTE 1 1 DESIGN AND WIRE ROPE,C��� plig�_ - LOT TO BE FLOW I �'aSIRUCHON (SEE NOTE 5) �• MANHDETE FRAME „ BREAK FLANGE - 1,;,..j ��- I„ Frn ... 1„ STANDARDS S�C1101N ��� (SEE DETAIL BELOW) 18 MIN O 0 zm wLi••r SERVED IIvJ ��I- � SPECIFY RIM ELEVATION �i� EPDXY MANHOLE FRAME , : .ZF (MARCH 2018) //b'�II1�__ TO STANDARD REINFORCED 1 Q P Z lg„LL, I TOP OF STORMWATER �� CONCRETE PIPE, CLASS III O w.`�.y."-^\ `��` ����!® © v D - - PROPERTY LINE SPOOL FLGxPE d EXTEND DUCTILE IRON PIPE FACILITY TOPSOIL ������. � �>j�Jj' : :_ :- - - 6 5' MIN. OUT OF VAULT TO / %i�/, /\/�% // j/i /�I�/��j�/��tr��b�. .yd t�4 .f \N_'��\\ w Q SEE NOTE 2 MIN #4 REBAR U-BOLT 10" //../' WI PI .:�:.;.:�:.:�_ PROTECT FROM BREAKING OjO'�jO'� /����`���`�������j�� `� �� �� �_�- • • , , LATH ON PROP. DETECTOR FOR DUE TO VAULT SETTLEMENT. (SEE NOTE 1) �j��� � '�jl /j/IJj�ljJj/II/Jj�/i/Q�'_.= _ _ \ aI ASIDEWALK - 18" FIRE LINES ONLY �, •Tj�`�� �jOj/�jj���jO.O•�`•O•��'��•�`�• I /�\' � w LINE AT PUL. - SUMP PUMP OR r�`'`�j``` �jj\ O O SEE NOTE 1. LADDER MEETING OSHA ;j;a��DRAIN PER DETAIL 702Ail, • I PROPERTY LINE AND z PROPERTY CORNER. REQUIREMENTS ��7"L `,1 • 4.i. ) r `--- LOT NUMBERS MARKED �, SEE NOTES 2 AND 3. SEE DETAIL 701 AND = PLAN PERFORATED DRAIN PIPE • . • �� • ON FACE OF CURB. SPECIFICATIONS 1 4 �' • • '.1I I- 6" CLASS 52 DI PIPE I SEE NOTE 1. • �, _ _ _ �� _ ����I `� I PUBLIC UTILITY CONNECT TO MANHOLE , SLOPE TO DRAIN DRAIN TO CURB OR 1 • �: .-�, :4 y� I' EASEMENT �I 3" MIN 6 MAX" y- _ ' DAYLIGHT OR INLET :44-'5,117.* 0 ����" X4-4 WRAP SERVICE PLAN /IMI/E 111\ © LINE MINI. 3' WITH GROUND LINE 1I ���Qf I fivcl �y�Q, • HYDRANT IN PLANTER STRIP 10-MIL PVC TAPE ,- �' 4ia SEE DETAIL 301 . � •- �•;;� •��\/\��\\�\�%\�!\�,�'%�%`\%`�� ° 3" MIN 3.000 PSI ■ 18" MIN i, �ii, , `/�I /!�������:0\�p/p�\�%\�//�i�\ CLEARANCE ON�� +� ISOLATION BALL VALVE COMMERCIAL GRADE ■ 24" MAX ."I. . . . . •_. . .. \!���,�r�!` - O 0 OPENED 0 &Y � ' � �1 CONCRETE 'Eli \ �, VALVE 5-1/8" 1'-11 3/4" BREAK FLANGE STRADDLE BLOCKI , SEE NOTE 5 COUPLING ADAPTOR EGA FLANGE �' ��������� ' 18" MIN r-�_ PER DETAIL 304 (TYP) - _ 5 INLINE CHECK VALVE _ "� 18 1 4 N' • � • •• " ' METER BOX AND SERVICE PER CURRENT . . �! s " !`"�'. ' I`I�I \\ \� 2" FLOW I , j�� �*.t44*0 t �/` �/�/� -.''. • ._,_, DOUBLE STRAP INSTALLATION BY TVWD I PLUMBING CODE ��� �a1111111111 "0"111Ij. IIIIc� 20 3/8" • /\-4//\�/`j. •••• /��� " �1__. . . .c. .__,-% �' TAPPING SADDLE BEEHIVE GRATE P19 1/4' 4„ F17 OR LINE SIZE X 2" I CONCRETE BALLASTMilltilailriia4 RODENT 5 11 13 18 SANITARY LATERAL PLAN &PROFILE KEYNOTES: TEE METER _�� SEE NOTE 3 ' ' SCREEN3/4"- •'-• • Q" • •' • • • • • !':�• " 1 I 3/4" 4 10-08-18 SITE REVISIONS m A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK 2" IRON BODY 15" MIN DEPTH �I I I i( _t Co GATE VALVE i !I!l!, i_ 3/4"-1" F' ' ON UNDISTURBED NATIVE SOIL. ;> rte. I 19 1 4" 3 09-10-18 PFI REVISIONS THREADED gCRUSHED ROCK FOR • • • • DRAIN TO DAYLIGHT OR /B. 6" GATE VALVE. WRAP TEE, VALVE, DRAINAGE. • � • d'� • • • ; •• ' > 'iTY 4•6.- . I. :' 0w ,t , •L PROVIDE 1/3-HORSEPOWER27 3/4" ANID PIPE TO THE FOOT VALVE WITH 3 F. 1-1/2 CLEAN DRAIN ROCK ISI STAINLESS STEEL SUMP PUMP. 2 08 22 18 TVWD REVISIONS LAYERS OF V-BIO® POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. P" . 6ELEVATION SEE DETAIL 702 FOR ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN � CRUSHED RDEPTH OCK SUMP DETAILS. 18"x4" REVERSIBLE MANHOLE FRAME EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE ELEVATION COMPACTED TO 95% 1 08-01-18 PFI AND TVWD REVISIONS BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWD STANDARDS. NOTES: MAX DENSITY MIL PVC PIPE WRAP TAPE. SEE DETAIL 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY MARK DATE REVISIOvii„uE 301. DO NOT WRAP HYDRANT BARREL. G. MAINTAIN MINIMUM CLEAR SPACE IN LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK NOTES:REFER TO OAR'S FOR ALL CLEARANCES AND ALL DIRECTIONS PER DETAIL 503. THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. UTILITY BILCO TO OHA FOR LIST OF APPROVED ASSEMBLIES • C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SIZE VAULT * DOOR * 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT NOTES ■ PROJECT NUMBER DRAWN BY CHECKED BY BE MJ X MJ X FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. 3 660-WA J-5AL WITH NON SHRINK GROUT 17042-0032 JAS RJL SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND EXISTING MAINS SHALL BE TAPPING TEE 4 577-WA J-5AL 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. PER DETAIL 302. THRUST BLOCK H. FOLLOW MANUFACTURER 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X 4") IN HOLES. REQUIRED ONLY FOR TAPPING TEE. RECOMMENDATIONS FOR BURY LINE 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF s 687-WA JD-3AL OR HIGH GROUND WATER EXIST 3. GRATE TO BE CAST IRON, ASTM A48 CL30. AND BREAK FLANGE MAX AND MIN. A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 10 5106-LA JD-3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. D. MECHANICAL JOINT WITH GRIP AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT * "OR EQUAL" 5. FOR USE ON FIRE SERVICE LINE. 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. FOLLOWER. ALL JOINTS IN HYDRANT I. NO RISER KITS ON NEW HYDRANT LOCATION. ASSEMBLY SHALL BE FULLY INSTALLATIONS. 4. PLACE BACKFLOW ASSEMBLY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL Tualatin Valle Water District DESIGNED:KLS DOUBLE CHECK VALVE DATE: 3/1/2018 ALL DRAWINGS AND WRITTEN MATERIAL APTHPEARING ARCHITECT HEREIN CONSTITUTE THE RESTRAINED. ISOLATION REQUIREMENTS. BEEHIVE I N LET LI D A DUPLORIGICAL TED D USEDUNPUBLISHED WOSED K WIT OU ARCH ITECT AND MAY NOT BEE ASSEMBLY DETAIL DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF kllr Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS 1-1/2" & 2" METER DATE: 3/1/2018 18 ��illiIllMlggllIlliOMIMIMMMIIIIIF.'"n"liIllia"."im'lllPP 5" APPROVED:NWA '\V THE ARCHITECT. 1850 SW 170th Ave. Beaverton,OR 97003 OR DOUBLE CHECK 80 H A N D B 0 0 K Clean V Vater Services Q 0 HIED ARCHITECTS C,,, _ ' FIRE HYDRANT STANDARD DETAIL d C��� •� INSTALLATION WITH DETAIL (503)848-3000 www.tvwd.org SCALE:NONE DETECTOR ASSEMBLY - DRAWING NO. 405 05-16 � APPROVED:NWA APPROVED:NWA BACKFLOW PREVENTION DOUBLE CHECK ASSEMBLY DETAILS DETAILS 1850 SW 170th Ave. Beaverton,OR 97003 INSTALLATION502 1850 SW 170th Ave. Beaverton,OR 97003 - 605 BEEHIVE I N LET (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE DEVICE8 TUALATIN VALLEY WATER DISTRICT DETAIL 801 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 405 SCALE : NTS FIRE HYDRANT 5 2" METER & BACKFLOW PREVENTION DEVICE s AS- BUILT DOCUMENTS CONTRACTOR NOTE. UNDERGROUND SERVICE ALERT TUALATIN VALLEY WATER DISTRICT DETAIL 101 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 605 SCALE : NTS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL ONE-CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI � 4 EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS - I%\ 811 ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ����.� COMPLETENESS OF THIS INFORMATION AND SHALL NOT ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND „�/\ BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL \ r\/ CALL TWO BUSINESS DAYS 7 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 7 OF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1 CLASS "B" CLASS "A" CURB JOINT H SURFACE RESTORATION SEE STD AS SPECIFIED DETAIL NO. 146 32 I h 5' MIN. SEE NOTE 5 ROW 16' 16' _ 8" SEE STD MOUND EXCESS NATIVE MATERIAL 4' MIN. DRAWING 600 I OVER TRENCH TO ALLOW FOR 20" \\_______\\ //////////A I T-CUT ASPHALT \11/4_ - - - SETTLEMENT r-2% DETAIL ,,t, ,+;-.�.--s-.-1'-'..' .;,r.:;..,:1;7,-"',,:::; ',:i,;,:,.., . - - • - - ::;, STANDARD CAST IRON CONCRETE COLLAR TYP-- _________ A HILL- - - - - - ROAD -,•..w, :...�«.b. .,:. ;,• . FRAME AND COVER I .. HNT _ - _ l 5' MIN. III .1Bn.,.� III •' . •� . •� � .• .•II-II�� -1 - DRAWING NO. 510 STANDARD MANHOLE �__________����������A 1 a II= -11=11„ GRADE RING GROUND 45' ■■ 1 A A 1-I I I-I I-I _ I_ ' "-III ' 11H114 I I-1 -I 'II-III 1'11r -'I' _________ - (NON-TRAFFIC APPLICATIONS) ""'`\'/'/` ' �� //�• �� ARCH 1 T E C T S ° 111 11 11 111 1 111 ���� -18'- \���-,,%,�%\�� ����\W 6" 111-III-III-III-III- I l -I� 2" OF 3/4"-0" BASEROCK 3/4" • 12" 1=111=111=111=111=111, -III_ 12" NATIVE TOP SOIL / � '_ Ai,. 1I 111 111 111 11 95% / 111 IF TOP SOIL EXISTED COMPACTED SUBGRADE - r1 BLANKENSHIP ROAD _ COMPACTION 90% COMPACTION _' PRIOR TO EXCAVATION. a 4" MIN. SEE POST 11- -III-IIII- _ - - SUITE 4 0 0 WITHIN 36" OF FINISH GRADE 111-111- �I R 1- ' 111-1111 SUPPORT DETAIL -III-II 111 11_1- -III- -11 U 1 1 1-111 SURFACE (ASPHALT, CONCTRETE,OR OTHER) I I IIwo - - " WEST LINN . OREGON 9 7 0 6 8 IIII1 I / I- Z UNDISTURBED 111 i•-• •-•-�� WATERTIGHT PIPE PLUG 111 / 1 EARTH SIDEWALK ADJACENT TO CURB H11=111=111 Rf,I R if WITH STOPS OR TEL 503 . X05 . 30'33 FAX 503 . X05 . 8054 Ell �90% COMPACTION ' NAIVE � 111 UNDISTURBED I _ I •'•' WATERTIGHT THREADED EARTH BELOW 36"OF / MATERIAL 11 III:ice � w = •-• •-•- - CAP AS APPROVED BY 111- 111-111- -111 SURFACE 1-1 1 1-11 • -I 11-111- LOCAL JURISDICTION. A PLANTER 5 MIN. •-• •- _ Z / I-I I Row 1 I I-III-� � HMI ° / / III STRIP 6„�. ��-�� 111=111=114V., R�•R4. 0 1. MATERIALS: / -2% �1� 1iIFV _ PROVIDE 3/4"-0 FOR A 2" MIN. CLEARANCE 111-III- •-•� -•-•- 111- MINIMUM OF 6" AROUND DEPTH 3/4" 0 CRUSHED 1 .1,/,' :-,.=--,- ,-,,,-:-'.-r-,---1. -',..:-,-.:,.. !.--;,.,d, , II �u,�, 2" X 2" X 63", 12 GA, GALV. PERFORATED STEEL DCI VARIES / ROCK / ROAD ,ew/s ^^ 1" MIN ®MLI_ _1 ` " CLEANOUT O POST. a A / • 1 111 i II I .111- i II I II I II- OVERLAP INOI 6 1_.,_ A --... - : �� MIN. I ��� in 2 1 2" X 2 1 2" X 18", 12 GA. GALV. PERFORATED ■ PROVIDE 1/2"GAP (MAX.)_ • - 3 STEEL STIFFNER POST. ■ E I'l G I rl E E R S AA 2" OF 3/4"-0" BETWEEN CLEANOUT PIPE - ,_•_•POW - GROUND O 921 SW WASHINGTON ST. • SUITE 560 A a BASEROCK AND GROUT COLLAR. 1 RI.IR� -III= \% \\ \ j s��' 2 1 4 X 2 1 4 X 36' , 12 GA. GALV. PERFORATED PORTLAND, OREGON 97205 3a � COMPACTED SUBGRADE I '�--j�j�-III � � � / / CRUSHED ROCK ° 1/2 PIPE ' 11-1 I I '-•-•- -I 11= \ j 0 STEEL ANCHOR. PHONE:(503)242-2448 • FAX:(503)242-2449 PIPE ZONE A 0.D. PLUS 6" 11 I1 111-1 O I- I ` ° � � / WEBSITE: WWW.DCI-ENGINEERS.COM ' zA ------i-- IIDIESL SIDEWALK AWAY FROM CURB III-III .-• I III I. /- /� -� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH CIVIL / STRUCTURAL � 111III 111 Q 1111= '�•-•- LOCK WASHER, OR 5 16" CORNER BOLT. ©Copyright 03 2020 D'Amato Conversano Inc. All Rights Reserved I X ='•'• ='= 1 III I 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. -111 111 8 111- I. O / e 9 ._._._ Ths domenf nd fhe d d d 9ns mey not be resed n whose or Xi 11-111-1 I I -111 111-111-I 1-111-1 Perf wfhe f w«e P m oAmafo a ersa e 1I 111 1I 1 111 I1 111I1 I 1 I1 I1III- 111 111- 7/16" X 5 GALVANIZED CARRIAGE WITH FLAT AND onmefe co erre o d °ms esDonstilly for is°°fho ed se. 3/4"-0 11111111' -III 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. III III III III III III III •-:-• • III III 11 O PIPE BEDDING Ini II � _ III III LOCK WASHER, 2 BOLTS PER RAIL PER POST. � t � . . R%wG 111 111- . ._. . o. . ._. ._._._._.. ._. . •_._ 1 o- - - - - - - - - 1-111=11 *".*. *".*.. ."0*. .' 1:0:04.10.; 1-111= • AOWK • • • = 111-IIIENI _ _ _ 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT • -•-• • •- •-•-• •-•-•-• • -•-•- O 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND `.�.��� - ���`.�.��� I III1 LTJ 11=III 111=111-111=1''- IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND . III-III=_ WHITE CROSS RAILS. Lu �9 PROFF =111-I I ti 111-1I 1�11 PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT •-• 1-111-111- S' GINE SJ/ =1 I-III-III-III-III-III-I -III-III-III-III-III-I 1= SPACING NOT TO EXCEED 45 FEET. F-49111=-111=-11- - o \ F,� NEL. D -III-IIIIII-III-IIIIIIIIIIII-IIIIIIIII111 , 094'1IIIIII- 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - 866 5 �I� ' 1 111 II TRENCH STABILIZATION: .;•4'' 111-=11111 • III 111 11 FOR STREETS AND HIGHWAYS AND THE OREGON 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, ` a a a a I' • za SHALL BE SPECIFIED SEPARATELY a 1-III 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1 2" RADIUS. •-•-•-•-•-•-' a a ,,° •-•-•-•- 1 SUPPLEMENT. �. AND PLACED PRIOR TO PLACEMENT / r''�"�'R%'R"'R"�'. � a � a �'R^'w"'w'r1 ' OREGON OF BEDDING MATERIAL. 3F-1 BARRICADES - q <1' 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 1 ► i 13, 2p��` OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE CONCRETE NCRET OFCAED 6C-9 BARRICADE DESIGCATION N lip '9 NOTE: A MINIMUM THICKNESS OF 4 INCHES. 3/4"-0 OTTOM FOR PLASTIC PIPE 3/4"-0 '/ A 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. POST SUPPORT DETAIL 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO6DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ■ 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN INSTALL THE PIPEIN A SAFE MANNER. U. 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE, CONTRACTION JOINT TO BE PLACED NOTE: ACCORDANCE WITH THE CURRENT STATE OF OREGON ■ INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. OVER PIPE. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. 7 2ND AVENUE 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. 4. BARRICADE FOR SIDEWALK IS SIMILAR. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. CITY OF TIGARD0�0 NO SCALE ORI•rGON MICHAEL A. STONE, P.E. CITY OF TIGARD APPROVED N NO SCALE I APARTME N T S TRENCH BACKFILL sFidGINFEHING DIVISION CONCRETE CITY ENGINEER DWG. NO. OREGON MICHAEL A. STONE, P.E. DETAILS PUBLIC WORKS DEPARTMENT STREET DWG. NO. ENGINEERING DIVISION CiWaber Services SIDEWALK 1STANDARD CLEANOUT PUBLIC WORKS DEPARTMENT • 13135 B.W.HALL$LVD. �I v��/� 13C S.W.HALL BLVD. qTY ENGINEER TOICE:(03)63 OREGON JANUARY 2013 TIGARD,EERINGOREGON IVISIO 3 JANUARY 2013 BARRICADE 1 92 '1 ".^..;., VOICE:(503)639#17I m� VOICE.(503)639-0171 11740 SW 72ND DRAWING NO. 590 REVISED 12-16 FAX (503)6844287 APPROVAL DATE 1 oDRAWING NO. 500 REVISED 01-13 FAX: (503)684-7297 APPROVAL DATE TRENCH BACKFILL DETAILS SIDEWALK STANDARD CLEANOUT STREET BARRICADE OD AVENUE CLEAN WATER SERVICES DRAWING N0. 590 SCALE : NTS CITY OF TIGARD STANDARD DRAWING N0. 120 SCALE : NTS CLEAN WATER SERVICES DRAWING N0. 500 SCALE : NTS CITY OF TIGARD DWG. N0. 192 SCALE : NTS FOR FURTHER INFORMATION TIGARD , OREGON 9 7 2 3 2 ON DESIGN CRITERIA SEE -DROP INLET CHAPTER 4 OF CLEAN WATER DRAINAGE BLOCKOUT SERVICES EROSION PREVENTION WITH GRATE _ FOR 72ND AVENUE PROPERTY, LLC AND SEDIMENT CONTROL _ STAKES (2"X 2"X 3') 3" I.D. SCHEDULE 40 PLANNING AND DESIGN MANUAL. ■ 1" k-6'----.I DWV (ABS OR PVC) EXISTING DRIVEWAY - ��I%�� ■ PIPE W/COUPLING MATCH WIDTH & GRADE I `�u��,., '�;-=:; ', I I �I%� 1 BATTER I I-11-II-II-II 1= •,,,. ....,...,_:... .: >, » T1 �IAI "�1 1 RR/WLINE , IL------ ROAD 6 � 4 4 IM ' " " " �u�''''': _ - -- SEE NOTE 3IL6�� --'-' '.1.,.,:,..,. I S1OFE e R f"'�� WOOD STAKE III Hill 4 - 4 �a 11..11.11. 12" �,:'::),.• e 11-.11 6" !a 4 4 4 V X1/2" 111111 SEE NOTE 4 PLACE WATTLES ALONG SLOPE CONTOURS. 4 4 4 4 4,MAX. E'=; 5' MIN 127o----/- SIDEWALK = _ o % e e e =1- i PROFILE _.... f NOT TO SCALE FILTER FABRIC 0 0 0 0 0 o (1•°00°00:°,;11,11 o o - BASE COURSE mil_ _ SEEU 24' LANDSCAPE ��NOTE 3 LANDSCAPE (.410k 1 U COMPACTED SUBGRADE STRIP SEE NOTE 2 N441/4STRIP (iti, I_ I WHEAT STRAW RYE ;, =`•,rt _ " '.: GRASS STRAW, t:I".: -,;'r`:x ` °* }..g;= A STAGGER COCONUT OR .- -' ,`;' .,``d 20' JOINTS EXCELSIOR WATTLES `'S``' 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX ' ' :, I < 3' -a ... 3' -LI- .:=V::''. 2. EXPANSION JOINTS: 10' MIN ° ❑ ■ A. TO BE PROVIDED: PLAN ■ 1) AT EACH POINT OF TANGENCY OF THE CURB. R/W10 ° SECTION 2) AT EACH COLD JOINT. 8" 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP 0R\ ° / NOT TO SCALE 4) AT EACH END OF DRIVEWAYS. OF CURB 2% X ° 4T O CG SPACING VI n 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. .<4' Slope • s � _; O FLOW FLOW PLAN VIEW 1 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET i �u I lI-III=1 R/ ❑ 4 �I� �� 0 Slope 4:1 WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. / �' •• a. - ' ••'••••, 1141-pit--- q 5 11-13-18 SANITARY LATERAL PLAN &PROFILE Via! •• , • .•. u=_ i 111 I I -' �' 3. CONTRACTION JOINTS: 0 O0 0 0 0 .• • .._ IIIII,-,;T ❑ . • IJ 0 o O O o o -1�1=III= ❑ MINIMUM 1' STAKES A. SPACING TO BE NOT MORE THAN 15 FEET. 0 0 0 0 00 ewe.sego -e e NOTES: 0 0 °°° �.ri geo,g.,�,�owe 111 SEE NOTE N0. 4 OVERLAPPING 4 10-08-18 SITE REVISIONS m o0o O o o '� �11 �� I�li IIIIIII I I ON UPHILL FILTER FABRIC I co B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 0 SIDE 1. STAKING SPECIFICATIONS: ❑ 0 a. 1"X2" WOODEN STAKES RUNOFF WATER 3 09-10-18 PFI REVISIONS 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE b. ADDITIONAL STAKES MAY BE INSTALLED ON SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR WITH SEDIMENT HIGHLY EROSIVE SOILS. 2 08-22-18 TVWD REVISIONS ❑ 2. SPACING IN ACCORDANCE WITH DETAIL 940. 8 11 5. DRAINAGE BLOCKOUT - 3" _ DIAMETER PIPE: - I 1 U 1 08-01-18 PFI AND TVWD REVISIONS NOTES: ❑ 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR -I FILTERED WATER A. 3" I.D. PIPE WITH COUPLING. OTHER OBSTRUCTIONS SO THAT THE INSTALLED -- I B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1• CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. PLAN VIEW WATTLES WILL HAVE DIRECT CONTACT WITH THE illIMIM MARK DATE REVISION/lJJuli SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 1 1 C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. NOT TO SCALE 4. INSTALL THE WATTLES INA 2" DEEP TRENCH, I I I lir ■ , INSURING THAT NO GAPS EXIST BETWEEN THE ■ PROJECT NUMBER DRAWN BY CHECKED BY AND AEI MAXIMUM :"OFSP" 3.0FROMPROPERTYLINES. SOIL AND THE BOTTOM OF THE WATTLE.. THE BURIED FILTER '. F❑R FURTHER INF❑RMATI❑N 17042-0032 JAS RJL3. EXPANSION & CONTRACTIONJOINTSSHALL BE1/2 PREMOLDED ASPHALTIMPREGNATED ENDS OF ADJACENT WATTLES SHALL BEFABRIC (MIN. 6" DEPTH) ❑N DSIGN CRITERIAsEE6. FOR SUBDIVISIONSAN FORSANITARY ANDA "D" FORSTORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. OVERLAPPED 1 FT. MINIMUM TO PREVENT CHAPER4 ❑F CLEANWATERSEDIMENT PASSING THROUGH THE FIELD JOINT. SERVICES ER❑SI❑NPREVENTI❑N BESTAMPEDONTHE OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TiE ALL BARS. PROFILE AND SEDIMENT CONTROL _ (FOR COMMERCIAL DIRVEWAYS ONLY) PLANNING AND DESIGN MANUAL, CITY O$TIGARD APPROVED 9Y NO SCALE tILC +y Og pARp APPROVED NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE /�� ENGINEERING DIVISION DWG. NO. �� ENGINEERINGDIVISION 20 COMMERCIAL DWG• N0. W A TTL E S � INLET PROTECTION! ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE I ._ PUBLIC WORKS DEPARTMENT Orr ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF _----�, -� 13125 S.W.HALL BLVD. CURB & GUTTER _ _____ � 131259.W.HALL BLVD. C1eanWater Services C1eanWater Services THE ARCHITECT. TIGARD,OREGON 97223 JANUARY 2013 1 26 _ - TIGARD,OREGON 97323 FEBRUARY 2016 DRIVEWAY 143 I TYPE 3 .TIGARD VOICE:(503)639-4171 •7.I(,-tt_I D VOICE:(503)639.4171 0 HILL ARCHITECTS <C PAX:(503)684-7297 APPROVAL DATE PAX:(5+03)684_7297 1 APPROVAL DATE - DRAWING NO. 880 REVISED 12-16 DRAWING NO. 910 REVISED 12-16 Q ...- CURB & GUTTER COMMERCIAL DRIVEWAY - 20' WIDTH s WATTLES INLET PROTECTION TYPE 3 s DETAILS CITY OF TIGARD DWG. NO. 126 SCALE : NTS CITY OG TIGARD DWG. NO. 143 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 880 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 910 SCALE : NTS AS-BUILT DOCUMENTS CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND ONE-CALL NUMBER BASED ON INFORMATION PROVIDED BY OTHERS. DCI VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING 4 ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS I4 811 COMPLETENESS OF THIS INFORMATION AND SHALL NOT FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE yr, II F 8 ill BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL CALL TWO BUSINESS DAYS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 8 OF 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 FOR FURTHER INFORMATION FOR FURTHER INFORMATION NOTES: H NOTES; MIN 1' HI(;H RFRM EXISTING GRADE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, 3' BY 3' MIN AT CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER ,� INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION 1. WASHOUT FACILITIES SHALL BE BOTTOM OF AND SEDIMENT CONTROL AND SEDIMENT CONTROL INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. MAINTAINED TO PROVIDE ADEQUATE - = = = WASHOUT TO PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. p0\� HOLDING CAPACITY WITH A MINIMUM A I I 111111 11111 CONTAIN OC 5� SQ. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH HILL G� MAY 31ST EACH YEAR. FREEBOARD OF 12 INCHES. I= CONCRETE A P4' pG 41/,v • =_I , _ �G e.y 4' 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 2. WASHOUT FACILITIES MUST BE ' .r r:_ =,..-, ;. � \ �d 4 Q p III I `IP ,O s ,11104P, �` g . . b v°• ,• 4, SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL CLEANED, OR NEW FACILITIES MUST r,ocr.,■�eott-.■:rT■. ARCH 1 T E C T S _ '' ' = , O� ° ' ''.Q' a TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF BE CONSTRUCTED AND READY FOR - _•♦�,�_ ♦:�,�.���,�, .• ,•• • USE ONCE THE WASHOUT IS 75% :LII -"""'' I i ' v ti!?v v • ty ° D,•,• °° 4a ' EXPOSED SOIL IS ESTABLISHED. FULL. =ii�Ili•IIWilfa,'II=11 - ',Y*4Y+✓' ,`+ y*rt.-01 a- '' Q °® • v R A:. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS 1 7 5 0 BLANKENSHIP ROAD i-Tigr.=II; =I '700..0".7,0:100, OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH 3. IF' THE WASHOUT IS NEARING .-.1,- _... :_: -:,= III I- ,I / .I ♦ ,� ♦ .�; a : e ' A: BASINS. S U I T E 4 0 0 CAPACITY, VACUUM AND DISPOSE _ ■aw:r5.■�•r r�.;rT■. _a:; G'" 4••• A • �• ' ° u_ OF THE WASTE MATERIAL IN AN E I I #'I'M'i�`i . •-p•"' • ° •'� P '` r.•d 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE li .„..,'�., ... ..,, d.� + v • v° . WEST LINN . OREGON 97065 APPROVED MANNER. •LII I E. RADIUS - 25' MIN. p-, •° .;' SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM ••'•.�• a•:d . ••:' '•" 1L1�� CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE TIL 503 . 305 . S033 FAX 503 . 305 . 80'34 4. TEMPORARY CONCRETE WASHOUT - p' ' '''r p , PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. FACILITIES SHALL BE LOCATED A sIIII :=IIIIIMII IIfIIIII�IIIIIf�I m CLEAN PIT RUN OR 3"- 6" CLEAN ROCK '410 14O of IC-. MINIMUM OF 50 FT FROM SENSITIVE MINIMUM 12" OVERLAP ?- -cck I 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO OF SEAMS. SUBGRADE REINFORCEMENT Xp1G� * 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE FACILITIES AND WATERSOURSES. CONTAIN CONCRETE GEOTEXTILE, AS REQUIRED e BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. 5. CONCRETE WASHOUT FACILITIES PLAN SEE NOTE NO. 3 8" MIN. 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% SHALL BE CONSTRUCTED AND NOT TO SCALE DEPTH AND AT COMPLETION OF PROJECT. MAINTAINED IN SUFFICIENT 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL.AND SIZE TO CONTAIN ; *+++r+'+ 42C MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DCI ALL LIQUID AND CONCRETE WASTE ./- PLYWOOD r 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY GENERATED BY WASHOUT n CONCRETE / 48" BY 24" ,*,*+ * WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. • OPERATIONS. 1 WASHOUT 1 PAINTED WHITE GRAVEL CONSTRUCTION ■ E I-1 G I-1 E E R S AREA + +++++*++ + + + ++++ ' ENTRANCE CURB RAMP 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. ++*+++*+ + + + + + 921 SW WASHINGTON ST. • SUITE 560 :1 BLACK LETTERS � +++ + + + +""" NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND 6. WITINSHIN CONCRETE E TEMPORARYMPORA SIGN 1 6" HEIGHT + + ++ J-' WITHIN 30 FEET OF 1 + + + + + + CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. PORTLAND, OREGON 97205 CONCRETE WASHOUT FACILITY. 72" � - .+.++++ °.e'1 1 PAVEMENT 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND PHONE:(503)242-2448 • FAX (503)242-2449 36" ++++ :11 f1 V SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL WEBSITE: WWW.DCI-ENGINEERS.COM 7° TEMPORARY CONCRETE WASHOUTS *+* ■'' r MAY BE A PREFABRICATED } :+ + '` y�y v _ j� `� y{ 4 '` REGULATIONS. CIVIL / STF2U CTU RAL re, 1 V''V,^z"�h' <• L• a,re`'�, \ aa ©Copyright 03/2020 D'Amato Conversano Inc. At Rights Reserved CONTAINER THAT IS PORTABLE AND *+*,*+ ': ;.++++++++ "+++++ ,;'•' � � %,�. �'� 4`jr_ r�r ,'� ? � 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE tl whole or CONCRETE WASHOUT SIGN j�* 1 Ths document,end the gees end des9ns may not be reuse REUSABLE. I '4 e+' 4 r '' AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS n pan,wthoat wruen perm from D'Amato canyersano Inc n DETAIL ,I I ► �,.- ,.' ,F ' $-= -0- D'Amato conyersano Inc disclaims any responsibility for is unauthorized ase. -,11--111=11_+ - • / r" x •. • +' PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE (OR EQUIVALENT) - +++++* *+.y*++'+'+++++ ' +-' ' -III=11. - •..-; NOT TO SCALE -' I-111= - I- ++ - -I i I-I i 1-111-111=111-I 1=1I 1=1 I- ,,et*j�;a...,1.,, +!;a '• - •- In, , PROJECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. III-III-lir- l'� -.°: M . = ., 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. Q�r, PROF LU EXCAVATED MATERIAL w \` 3"-6" ROCK WITH A n 1' MIN AY BE USED FOR MINIMUM 8" DEPTH EROSION CONTROL BARRIER NOTES: 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES `�(, SJ' PERIMETER BERM G I NF / REQUIRED ® TOE OF SLOPE. OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. \ �r1 NEL. PLASTIC SHEETING 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT 866 5 9�;`, -L-1 r- L OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR ,2% SLOPE CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. MINIMAL SPILLAGE. 2. WHEN NECESSARY WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 1' MIN --- 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Fil HILL ARCHITECTS 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DCI • ■ ErlGIfEERS 921 SW WASHINGTON ST. • SUITE 560 PORTLAND, OREGON 97205 PHONE:(503)242-2448 • FAX (503)242-2449 WEBSITE: WWW.DCI-ENGINEERS.COM CI\/IL / STRUCTURAL ©Copyright 03/2020 DAmato Conversano Inc. At Rights Reserved This document,and the ideas and designs may not be reused,in whole or n part,without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc.dscla'ims any responsib'il'ity for'do unauthorized use. LU w \S�\sN� PROFFsf/a 866 5 1�; "--II-'' OREGON 9*RCN 13, 2�\ry\N pNA �\ • ■ 72ND AVENUE APARTMENTS 11740 SW 72ND AVENUE TIGARD , OREGON 97232 . �FM I I FOR: 72ND AVENUE PROPERTY, LLC 1 I I I � iI In_ _ ,-N ; Ill n III ,. L., , ii sr 11 Mill il ir M� Iz _ � . ._ 0 iq% i � 136.....__. �:I_--•M ■EMMEWE:ai�� _ iiM� IrM�r � �:��! 300 NEEMIL IMEMINTAKINE.•-w_dritriGlinimunimil:fEXIST. RIGHT OF WAY A ,E eI�I;r� - �;I PEMI��®Q�.�I - - - ■ . : - -- -.�,•..` __— ��1, ....._ ___ __- - illl "....; •• ......., • EXIST. IGHT OF WAY — i \'', ,\,,, \\\\\,\\\\ ____ __ ....._ a . .... ....__ _ _ _ _ _ s rs_- — 300' �- / Imo- 5 11-13-18 SANITARY LATERAL PLAN &PROFILE -go � zsz� m ff• r m 4 10-08-18 SITE REVISIONS 72ND AVENUE 3 09-10-18 PFI REVISIONS 2 08-22-18 TVWD REVISIONS 1 08-01-18 PFI AND TVWD REVISIONS MARK DATE REVISION/ISSUE • ■ PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS RJL PROPOSED PROPOSED R/W 4. R/W 46.00' 46.00' AS-BUILT DOCUMENTS Z ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE • ' � ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE 13.00 33.00 :I: 33.00 .'-• 1 3. •00 / DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED THE ARCHITECT. BASED ON INFORMATION PROVIDED BY OTHERS. DCI GRAPHIC SCALE 02017 HILL ARCHITECTS Q 5.00' 11.00' 11.00' 6.00' 6.00' 11.00' 11.00' 5.00' ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR a BIKE TRAVEL TRAVEL MEDIAN MEDIAN TRAVEL TRAVEL BIKE COMPLETENESS OF THIS INFORMATION AND SHALL NOT 30 0 15 30 6" CURB LANE LANE LANE LANE LANE LANE 6" CURB J BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS SIGHT DISTANCE EXHBIT - WHICH MAY BE INCORPORATED HEREIN AS A RESULT. -�-- - - _ _ -- --- s= - IN FEET 18" GUTTER/ I 18" GUTTER 1 inch = 30 ft. CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ONE-CALL NUMBER HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL ROADWAY CROSS SECTION (PROPOSED) EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS 4 INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE JI,.� �((� . 811 FACING NORTH SCALE : 1" = 10' ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND Ili`' 10 SURVEYS. CONTACT THE UTILITY OWNER AGENCY FOR THE FINAL CALL TWO BUSINESS DAYS OWNER/AGENCY BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 100F 10 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 X ' I I 1-1 ________-------__________ X I I I X I 1 1 13 N i i SD CULVERTift 10" IE(E)=233.36 245.90 1/247.00 HILL TOW TOW/TC \ I 236.80 238.30 0 TOW 50 q o C 237.85 0 © E 182.57 - `- RlM '-' REFERENCE NOTES: ARCHITECTS TOW 244.9 + _ x TOW _ lifir • 1750 BLANKENSHIP ROAD o _ 1 �` 4 �� a 244.9OFS I 11 PROVIDE NEW CONCRETE CURB PER CITY OF TIGARD STANDARD DRAWING NO. SUITE 4 0 0 o IFUMMI! .► .■.i- �� i� 238. 244.991 oIMINE ___ mwAvnirrimmw !, 245.58TC N 125, SEE DETAIL 10/C5.00. 1� kr.ail 23' ����%�'[/'1 S�LI������r - 41, " WEST LINI�! . O IZ E GdN 9 74 6 8 W `�� J FS 1 i20 PROVIDE NEW CONCRETE STAIR, SEE LANDSCAPE AND ARCHITECTURAL DETAILS. TF1 503 . 305 . 8033 FAX 503 . 305 . 8034 \ Ai'® _ a I,�r, �� 1168. 238.25 238.10 FS84+ -i �' f/ �i�l� - FS FS 1 _ r 246.20TC® r ����■ - •'45.06 245.08 0 245.30 ‘..., 245.70FS 30 PROVIDE NEW ASPHALT PAVEMENT (PRIVATE), SEE DETAIL 3/C5.00. IE - w Imp ■� n I A FS FSIiir _ _ g , �� -' 235.62FF 35.86 S 1111 -• ---- f 2 39 �' ® PROVIDE NEW BIDDER DESIGN CONCRETE RETAINING WALL. 24I® FS ' s 5.12 1.09 245.90I 1® 1411011110311111/312 . , .. . "22044„c54„.5964:.1 .,6 ___ �+ -_..0---'... 245.40'S 1� ���� 246.00• .�..° IN oFesD 50 PROVIDE NEW ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE, SEE DETAIL® _ I ATE ®_ a .�`IG- TO GR _ © 5.00.�, �, � W/ �� I� 6/C4 .. `•'� �:++:+ 245.04FS = DCI ■ W \ 1W IIA 235.26 246 %� % 1 6 CONTRACTOR SHALL RADIUS CURB DOWN TO FLUSH WITH PAVEMENT, SEE ■ EP-1GII-1EERS 1 . G1U !*�� 921 SW WASHINGTON ST. • SUITE 560 FS_ m�■- 235.30FF TOW +++++: 245.64245.55TC A 245.21 DETAIL 5/C5.00.I�' �, � 10 "- FS245.05F5 FS 246.30 PORTLAND,OREGON 97205 I a " 235.26 ■o TC PROVIDE CONCRETE PASS-THROUGH.--dig .+.+++.+.+. PHONE:(503)242 2448 • FAX:(503)242 2449. 1 L - �� � FS24+4.a0F,S1.59 WEBSITE: WWW.DCI-ENGINEERS.COMeP ■ �I ����� N., L --� CIVIL / STRUCTURALS1r� _ c+ + + + + - 0 03 2020Co ri ht D'Amato Conversano Inc. All Ri hts Reserved a � �� • 2 � 8 PROVIDE NEW ONSITE CONCRETE SIDEWALK, SEE DETAIL 9 C5.00. PY 9 � 9I0. I 6.8-- -i nI� := 24 inpartwthouwrtenpermission mn+ ++++ DAmato ConvesanIncdsclaims any responsblty for is unauthor zed use1 246.25TC90 PROVIDE CURB CUT-OUT PER CWS STANDARD 401, SEE DETAIL 1/C5.20. 245.75FS2 ' I° X � ® 246.90TC wU 124630TC 246.40FS10 PROVIDE TRENCH UNDER DRAIN, SEE DETAIL 7/C5.20. if 1 \ Ir .itii�I245.80F5hr,�GE 1 -®_= =- - -- w ����DPROFFf° IIII �'-- 235.58 I 246.47 246.35 11 TRASH REFUSE ENCLOSURE, SEE ARCHITECTURAL PLANS. �,NG I NEF,p �yK z FS IFSFS .1% ', �' 866 5 91111 : 1v moo' I12 PROVIDE NEW CONCRETE PAVEMENT IN TRASH ENCLOSURE, SEE DETAIL1 246.25TC 24 4 C5.00. 'r� _l-� i `• �D! 245.75F5 / OREGON �� IIII w13 2' WIDE 6" DEEP SPILLWAY IN SEPARATION PLANTER WALL q cH 13 20'1"1: +o I ■ I 246.80 r0 *01 • o A S+ 1 ;; WII I -- a 235.41TOW I^ © "�I !--),N 14 PLANTER WALL BLOCK-OUT, SEE STORM WATER PLAN 0 235.58 FS ; ; ; ; ;• '+ 1.59 I� i ■ v, I FS 44:�17FS ■ 11111111 L_ 1IIi / i __ •- o ■ rsa � t-: � ...:11111411 .����1TI� 234.26 a ® � 'ram FS ® 245.20TC "' w r 244.70FS 0 72ND AVENUE _ I� • + 245.40TC 1.49 245.SOTC ��I MMIIMI�IN�®� - 43. � ' f--- 224465: 45.50F5 z 40 SW 7 2ND AVENUE ++++++++ 44 9 2 +++ 4/ �� �®II FS OFS 245.30FS w SC 2 APARTMENTS 11‘ Q C ,■�■ _ 245.45TC 245.74TC o ,, ��®II 2 4.30FF 244.95FS 245.24FS �� 24580 z Ir G ���� r - - �\\` X TC N c� a ' I II 24 RIDGE `�_ 11' 118;1117! \ �, �. . . 2� - 1 0 11740 SW 72ND a 24 I ' 245.0 244.91 TC ,245.15TC 1.79 245.62T24245.86 C Qi 45.36FSEL �- o I FS 244.41 FS 244.65FS245.12FS X244.10234.26 " '� + AVENUE lixik _ I ' ���I FS i 2045.00/ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 X I P_1 X ________---------.-______ 1 1 4 P SD CULVERT I 4"PITC 10" IE(E)=233.36 S==0.010 4"IE - 23682 HILL #ADI 0 32.3 L.F. \ '21" E 182. 7' ARCHITECTS N 88°O4X X X E E �,_ • 1750BLANKENSHIP ROAD E E �� E E m -- E I i _ RIM ;Ir-----....90 SUITE 400 o 1) ( � • �_ _ � Ti � � b SD -� ,� 4"IE • r(s) - 24,3s5 SCHEDULE OF STORM DRAIN STRUCTURES i::., 0 a j 1 1 E " WEST L11078,0330 REGON 97068 1 11311 J ! 1, : 1 I -- - 4 CB AD RIM ELEV. I.E. (N) LE. S LE. W LE. E DEPTH TEL 503 . Fax 503 . 305 . 8034 1 \ 4.744714 , 15',-L,:, 4 23676 B1 244.90± 243.65 3.25' w �I z ****** / A / BF #CB2 244.70± 243.07 242.36 - * i • 1 1 BF C63 233.01± 230.68 231.89 .6 - \ I • #C64 244.00± 242.00 • 4.00 i �� * * a a AD1 237.85± 237.15 2.03 I�����® # E I"1 GAD I I'l E E RT S • ■ /1/W U 12 7 TALL BLOB • • . S 921 SW WASHINGTON ST. SUITE 560 b� I OUT IN WALL, #AD2 245.10± 241.60 241.10 4.00 v� I I ",� BOTTOM ELEV. = 244.1 :* 7***: ; PORTLAND,OREGON 97205 4/1 _ � ��*. . [ BLOCK OUT IN WALL \'� #AD3 245.10± 241.60 241.10 4.00' PHONE:(503)242-2448 • FAX:(503)242-2449 TOS ELEV = 245.1 * * pWEBSITE: WWW.DCI-ENGINEERS.COM ■ *C*: +:1+ p N FGM? 4"PERF. UNE - , • TOS WALL = 245.8 CIVIL / STRUCTURAI_ °) [. ** N #AD4 244.00± 240.50 240.00 4.00 i o � � NIII �--------- - - - ©Copyright 03/2020 D'Amato Conversano Inc. At Rights Reserved _II1I #AD2 0 4:::::::::t: _ #ADS 243.50± 240.00 239.50 4.00' do met, he seas des 9 s maY ofed, who e s • • • » part,.mo�t wne�pe.m�ssm�from D'Amam o��esa�o m�. xi: �4 IE - 236 47 4"1E - 244 2 DAmato�o e a°o d s a ms any resPo s b tY for is a shor=ed a x ••. *._ \ #AD6 238.50± 234.50 235.00 4.00' LU p �/ `� \tel„ - _ =1II 0 w �`�NDIROFss�o _ a I p o _ �, � 1 rn N 4"PVC 4„DIP Gr5 �' o 866 5 ���; S=0.010 . 0.020 � :�� Fl �� l� v, :*:�: 58 LF. 59 L.F. S� �'�� OREGON�(L_ _ _ _ o Il *I: q c D 4" PVC *04/ � H13, Z -17-A/c/ + li � � II I 1� Ir . .*.* I. '�S=0.010 6' 0� A S* d I Ln • El _ 0 / i // u) 0 0 II 17-:-:-:-:1- 1:::::8::::::::::1: `. .*.*. . 66 L.F. p ** * * : p cn co I C 7VIR� 1:*. S BF CB2 I E( 2 +I.::****t.* ' RiM - 244.70 REFERENCE NOTES. 72ND AVENUE Li I_I EXISTING DRAINAGE EASEMENT 0 I '*' ' ' 4" IE IN(N) - 243.07 zzz9,.i.,- I P WILL BE ABANDONED » • +++++*+* * " 0 / APARTMENTS :I® 1 I 1� 4 /E_243._ 0 I* O 6 /E OJT(S) - 242.36 1 PROVIDE NEW 12" AREA DRAIN, SEE DETAIL 6 C5.20 o I II (ENOLA HEIGHTS SUBDI VISION, I \ BOOK 16, PAGE 31) * 6» STA X // 0 1 AD3 O *********t* �© X0.010 - 20 INSTALL ADS BAYFILTER CATCH BASIN PER DETAIL 5/C5.20 /I I / o 1 L lull _ # �s 4 F �: CO 6.7 - 1 , 30 PROVIDE 6" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 0 11740 SW 72ND �, _ Al mfm I� �_ ..ova * 4 /E 23610 AIM Ull I EL 1 I1'IM - 244 00 /I I II -04/ Ap ; * * \ 6'.IL 236.02 ® PROVIDE 4 DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00II■ I **** 6"/E - AVENUE -------II GUT VI,) 24200/ ��� ll: : : : : ; 9"1E 23608 - / O PROVIDE CLEANOUT TO GRADE PER CWS STANDARD DRAWING 500, SEE DETAIL E 236.00 5.20. 6" TIGARD , REGON 97232 / PROPOSED DRAINAGE / 2 C EASEMENT WILL BE /� /' �' : : : 6" PVC / / © PROVIDE NEW FLOW THROUGH PLANTER PER CWS STANDARD DRAWING 794, SEE PERIMETER F0071NG DRAIN *.*.* .*.* 2=0.010 GRANTED BY DOCUMENT / O• // DETAIL 3/C5.20. FOR 72ND AVENUE PROPERTY, LLC li 1 t Id - III :I* S=L.F. 4 PERFORATED PIPE IN FABRIC ' 27 / I I *:*�* / O PROVIDE RIP-RAP PER CWS STANDARD DRAWING 770, (0.5'0 x 3'W x 4'L, TYP). AT ■ ■ ; 1)=220.21' iill " #AD4 * ;*'*�', 4" IE 235.88 s o 2 // o/ / ALL INLET LOCATIONS. I I t I p / V \ #AD5 0 * J :* * 6"IE 235.80 34.5 L.F. `� »i g vin �;���� * * �� / 4/ /NV O PROVIDE STREET SIDE LIDO PLANTER SIMILAR TO CWS STANDARD DRAWING 795.1, SEE \1_ Z K� �=�**= 4 /E 235.84 „ / A /24158 \ DETAIL 4/C5.20. I 1 8 N " 6 /E - 237.85 / / I '.. 6 /E 23576 =-- _ " "� *+Ci // PROVIDE NEW STEEL CATCH BASIN PER DETAIL 8/C5.20 1I �II" I� 1S)=231 231.58 :11+++:!: 6 PVC / \ �I I►" .48 .1 :i: _ 6 P ( O I � i . 0.0465 S=0.124 I `' �, I p I I33LF. 20.3LF.� I © _ �I RIM - 240.50 p 1 A SSI I ss I`� I 4"IE IN(E) - 23800 �f+:*. . . 6"IE - 240.60 p 4" DIP (X52 I - ss 1 ■■■■ s 4 4»IE OUT(W) ,X37.10 1 *'*'* *'*' S=0.020 c2 6' DIP a.-• h I- u �, I a , I �F" 6"�P 49 L.F. _.- _ _ _ _ _ �' -0.005 I ��� PROPO' D DR �. **E*. - 1:' : laid EASE ENT WILL B RIM - 239.50 �Ooo ©CO tiotita I . . . . SD CROSSING �� `� » 11.25 LF. J L ' j� Y DOCUME 4 /E lN(E) - 237.00 : ' ' i ,, 4" IE - 241.12 ' --- - 4" IE OJT(W) - 23.620 :�:; ;:*. Fr /E - 24060 / s 6» CROWN - 2 6.79 j SD __\__\ bik-- _ #AD6 0 *1**********y 50 / ■ ,I ___� � . 6„1E - 234.27 / ■ / ,� 4 /E - 240.61 / / 6 /E 23519 1 w - ----1010 ----vv ilIl .Mina'- 1'' ra 1 L- - I - "moos I a s• �. Al*/ c. / + / �'• - r.� X0.211Api 237.F5 * * C :240 :*. 4 '*'*'*'r�► / Iiii, _ _ _ , _ _ _ _ 11 6"IE - 233 67/NV. / SD GROSSING p "i ■I1�1 / 4"IE 40.68 N S0 GROSSING 4 0 0 �O / 5 11-13-18 SANITARY LATERAL PLAN &PROFILE A 1:' �C, --- 4"IE - 232.16 / 6 GRO - 234.x. 1 . I - " 6»P� 6 GROWN 231.62 6 PVCI t- . ' �p / 6"PVC 4 10-08-18 SITE REVISIONS 6 DIP Gr52 t S=0.005 6 /E 230.63 S=0.005 CO / X0.046 1 % � " S=0.005 64.8 L.F. 3 09-10-18 PFI REVISIONS 8 /E 230.63 60 L.F.I SD 20 L.F. COO �p SR - - S! 0// " 13.5 L.F. SD - 6 IESD-- 232.60 /NV. 30. 6 PVC Sir S - 2 1.29 1 SP ____75 - - S=0.124 0 / 2 08-22-18 TVWD REVISIONS _� 1 �$ -� 29.5 L.F. / A i N ' >t �D I �� 1� " :ft_ p - \ 6 /E - 23135 1 08-01-18 PFI AND TVWD REVISIONS " a o I _ - - -ir - - - - - - -1 1 �i f - - - - 6»PVC SD CROSSING MARK DATE REVISION/ISSUE .01 �i �- - °04'21' V'v b�.�o 6 PVC ■ » 4 /E(N) - 231.11 S=0.0465 6"IE - 232.93 ■ PROJECT NUMBER DRAWN BY CHECKED BY 23276 RIM 6"PVC BF CB#3 8" DIP GL52 8#°41c1/2C1 P� /\ 6" IE(E) - 231.02 S=0.0465 21.4 L.F. 6" CROWN 231.82 I 17042-0032 JAS RJL S=0.005 X0.00535.4 L.F. 6"IE 231.99 S=0.005 RIM - 233.01 35 L.F. 8" IE(W) - 230.94 0 \ 6.5 L.F. 6" IE IN(S) - 231.89 60 L.F. - - - c' / 6" IE OJT(N) - 230.68 - - - - - - - - - -� IN 4 S) 226.85' .I 1 I Wr ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE n®i-- nen®i®i dd., I DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF GRAPHIC SCALE < THE ARCHITECT< f 0 HILL ARCHITECTS B (. 0 1 10 0 5 10 (n - STORMWATER PLAN I CONTRACTOR NOTE: - I ( IN FEET ) AS BUILT DOCUMENTS BELVERIIFIEDGHORILITIES HORIZONTALLY AND VERTICALLY ON PLANS E TO PRIOR 1 inch = 10 ft. TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED INCLUDING BURIED UTILITIES ARE SHOWN AS SDCB RIM=231.49 BASED ON INFORMATION PROVIDED BY OTHERS. DCI INDICATED ON RECORD MAPS AND SURVEYSONE-CALL NUMBER 10" IN(N)=229.79 IIK ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR FURNISHED BY OTHERS. WE ASSUME NO LIABILITYCOMPLETENESS OF THIS INFORMATION AND SHALL NOT SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND I((II�1 811 C1 .20 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY ,,�� >' WHICH MAY BE INCORPORATED HEREIN AS A RESULT. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN ! CALL TWO BUSINESS DAYS WORK IN R.O.W. BEFORE You DIG AREAS CRITICAL TO CONSTRUCTION. SHEET OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 * NOTE: DRY WEATHER INSTALLATION SECTION. SEE GEOTECHNICAL REPORT. 8" CLASS 1/2" HMA PER ODOT BLUE BACK- 1—I A STANDARD SPECIFICATIONSGROUND W/ MLS MIML M A 2" OF 3/4" - 0" CRUSHED ROCK 12 WHITE 8"X4" CLEANOUT jaA 7O , SYMBOL & FINISH ,.co a DODa ��Da D 10" OF 1-1/2" - 0" CRUSHED ROCK _ LETTERING SURFACE CAST IRON DDa. a.'Da.1 Dc.1 Da- PER ODOT STANDARD SPECIFICATIONS RESERVE, IJIL L .•ak-aai-aAk-*ak-aaL 1"lj WHITE LETTERS \ 12" COMPACTED SUBGRADE 95% a— & W/ STD. WORDING MODIFIED PROCTOR MAX. DRY PER HANDICAPARCHITECTS CI \ DENSITY (ASTM D1557) _ D CODE REQ,MNTS � ., VANSIB1 75 0 BLANKENSHIP ROAD )(1 ACCESLE "VAN PUBLIC ASPHALT CONCRETE PAVEMENT SECTION CO BELOW NTERNIATEONALN 5 U 1 T E 4 0 ° 45' BEND z SYMBOL WHEN REQUIRED W E s T LI N N . OREGON 9 7 0 WATERTIGHT SCALE : NTS 4 TEL 503 . 305 . 8M3 FAX 503 . 305 . 8034 CAP 3.5" CLASS 1/2" HMA PER ODOT in 2" 0 STL 4" MINIMUM STANDARD SPECIFICATIONS _ 2' POST RISER TO T 2" OF 3/4" MINUS CRUSHED ROCK CENTERED ON SURFACE 1DCI 4 ���Da j7�a j�Da j'Da j, / \ HOOP. STALL O ,• DO D, 8" CRUSHED SURFACING TOP COURSE 0:NellikD .0 rill Da.�Da- (1-1/2") PER ODOT STANDARD - ` _ WYE ������������lI SPECIFICATIONS i \ , E rl G I rl E E R S■ PER PLAN COMPACTED SUBGRADE 95% —Q— ; ■ ,ii,"i,ii„"i,"i,ii„"i,i MODIFIED PROCTOR MAX. DRY HANDICAP SIGN d o 921 SW WASHINGTON ST. • SUITE 560 DENSITY (ASTM D1557) o GRID LINES 4" O.C. EACH PORTLAND, OREGON 97205 V' PHONE:(503)242-2448 • FAX:(503)242-2449 1 PIPE SIZE TO MATCH 1' I // WAY (GRID FOR LAYOUT WEBSITE: WWW.DCI-ENGINEERS.COM 1 INCOMING PIPE PRIVATE ASPHALT/CONCRETE PAVEMENT SECTION ONLY, NOT TO BE PAINTED) CI\/IL / STRUCTURAL 0 ©Copyright 03/2020 D'Amato Conversano Inc. At Rights Reserved SCALE NTS �� This document,and the ideas and designs may not be reused,in whale or 'n part.wltboat written permissoo from D'Amato Conversano Inc. D'Amato Conversano Inc.d'iscla'ims any responsib'il'ity for'its unauthorized use SEWER PIPE LENGTH y ` Lu TO FIT a „ 6" CONCRETE SLAB - CONCRETE SHALL ,� 4" WIDE WHITE PAINTED w �0D PROFo ° a SPECIFICATIONS CA ONRM TO ODOT STANDARD HANDICAP STRIPE 2 COATS \ANG I NE-4.4)`SJ4, O �v ✓ � o SYMBOL 866 5 9i�1 JOaDDa�Dnb OJ Dai - 2" OF 3/4" MINUS CRUSHED ROCK N ti AIM �� 45' BEND j -�6" CRUSHED SURFACING (1-1/2") _ WHITE PAINT STRIPE (TYP) �'�,411 // �' OREGON ir DDa� Ds Da. Da. Da BASE COURSE PER ODOT L_ � / �9,Q �ry i o SEWER WYE �OnDO0DDDDO Do STANDARD SPECIFICATIONS _� BLUE PAINTED SOLID 9 �N 13, 79\ 3, 2 PIPE j BACKGROUND - 2 COATS V4/ q * �� I =r �DDDDD�A���DDDDVDDDDDDDDDDDDDDDDDD% �� 12 COMPACTED „ &,:: ■ SUBGRADE . ■ r <V •CONCRETE PAVEMENT SECTION 4' CO® HANDICAP STALL f -I - N 72ND AVENUE SCALE : NTS CAP OR PIPE CONNECTION, APARTMENTS PER PLAN CONCRETE CURB 10' �\ _ --5' MIN (TYP) INSTALL RADIUS 8' MIN (VAN D ON CURB END ACCESSIBLE) 0 1174 0 S \)( 72ND AVENUE DROP CONNECTION CLEAN OUT END OF CURB (5) ADA STALL SIGNAGE AND STRIPING DETAIL s 0TIGARD , OREGON 97232 SCALE : NTS SCALE : NTS SCALE : NTS FOR 72ND AVENUE PROPERTY, LLC ■ ■ CURB JOINT SEE STD DETAIL NO. 146 I,. 5' MIN. r SEE NOTE 5 RO��, ;•':-;'i :; EDGE iimir.,..._"\_ ROAD , •:=x,,•,:-. ::, . _- - �.-111-'1 I 13/4„ R 6 TACK ALL EXPOSED . �� 1 ��'II��III�i I�� '" I[ �['. 1- 1- . . I MATERIAL. PATCH 2" OF 3/4"-0" BASEROCK AC TO GREATER OF 6„ 5" __ �- DRAINAGE BLOCKOUT v U 3" THICKNESS OR COMPACTED SUBGRADE 4- - d .� 3" I.D. SCHEDULE 40 EXISTING. / ,0 , MIN. AW W + 24" MIN. - ` DWV (ABS OR 12" MIN. - PPE W/COUPLING )cu EXISTING AC SIDEWALK ADJACENT TO CURB � G 000 / o O 0 16" 0 0 0 0 0 A A A 0 0 0 0 0 0 ♦ PLANTER - - 5' MIN. ROW 4 p 0 O C STRIP " A Ad / �_ -2% r 0 ti `' ' 4 i ti 0 40 . 4 I` i �r µ ROAD • —c 4 4. I[iIHMI I U� 11I1- Il[ I1 4 ■ _ . .. • .e7( ms 9„ ad 2" OF 3/4"_O" COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE NOTES: 3/4" - 0 EXISTING as CRUSHED SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: F....a BASEK ROCK 1. CONCRETE SHALL BE 3000 RSA, AFTER 28 DAYS A. TO BE PROVIDED: 5 11-13-18 SANITARY LATERAL PLAN &PROFILE ROCK 1) AT EACH POINT OF TANGENCY OF THE CURB. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2) AT EACH COLD JOINT. 3 3) AT EACH SIDE OF INLET STRUCTURES. 4 10-08-18 SITE REVISIONS •-�`.i.e.".`.f+ •r•i. T 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. `° :.1...w9.�-.9. . .�'��. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 3 09-10-18 PFI REVISIONS ��_`• .�.�0 _4i40._`•_`. PIPE ZONE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT ��. .� ��.�• . SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL �■� i-■' WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 2 08-22-18 TVWD REVISIONS W !�_ !:R. . 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, Iiisitilw ter` w i�., BEDDING THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. SECTION OF CONCRETE. •'•'•'•'''•'•'•'•'•'• 1 08-01-18 PFI AND TVWD REVISIONS •'• •'•'.IN4r.•'•4:A. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART °° °' °° °° ' 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. MARK DATE REVtSION�uSUL A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. ■ NOTE: 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET ■ PROJECT NUMBER DRAWN BY CHECKED BY 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 17042-0032 JAS RJL OVER PIPE. 2. SEE STD. DRAWING NO. 590 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 6. D BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL — APPROCITY OF TIGARD � NO SCALE CITY o8 TIG BY. �ARD NO SCALE OPEGON MICHAEL A. STONE. P.E. /► oRRGON MICHAEL A. STONE, P.E. D _i ISN6INl>�3RING DIVISION CONCRETE DWG. NC}. /"t ATM ENGINEER STANDARD DWG. NO. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE OTT ENGINEER ENGINEL+RING DIVISION yi ' PUBLIC WORSE DEPARTMEN'E I �. �_ PUBLIC WORSE DEPARTMENT _ 131258 Wi IIg,I,I,RI,Vp SIDEWALK IDE AI I/ -_._�, 131255,x,HALL BLVD. /�C ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE TIGARD,OREGON47223 JANUARY 2013 r7 L LIQ 201 TIGARD,OREGON 97223 JANUARY 2013 CURB 1 /^ DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF VOICEa(503)rev aln 'I GA D P�1 (�3 71 APPROVAL DALE 1 L V THE ARCHITECT. Q VAX:(503)6Sy.,7297 APPROVAL DATE684-7297 ' - e Q 0 HILL ARCHITECTS T— CUT CONCRETE SIDEWALK s STANDARD CURB ° DETAILS CITY OF TIGARD STANDARD DRAWING NO. 120 SCALE : NTS CITY OF TIGARD STANDARD DRAWING NO. 125 SCALE : NTS ASPHALT DETAILSCSeanWaier Servioes CONTRACTOR NOTE• DRAWING NO. 600 REVISED 12_16 AS-BUILT DOCUMENTS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED THE AS-BUILT DOCUMENTS HAVE BEEN PREPARED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. UNDERGROUND SERVICE ALERT T-CUT ASPHALT DETAILS NOT USED 8 BASED ON INFORMATION PROVIDED BY OTHERS. DCI ALL EXISTING FEATURES INCLUDING BURIED UTILITIES AREONE—CALL NUMBER 0SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS CLEAN WATER SERVICES DRAWING NO. 600 SCALE : NTS SCALE : NTS ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR _ FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE Q q 1 COMPLETENESS OF THIS INFORMATION AND SHALL NOT SEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS, CONTACT THE �` U I I �j BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING `( ' " ' O 0 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. WORK IN R.O.W. CALL TWO EYOU BUSINESS DAYS _ UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. D_ BEFORE YOU DIG SHEET Of 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 VAULT UD SHALL COMPLY WITH 660-WA TVWD WATER SYSTEM DESIGN 577-WA 7i(2 Dia. Insert rt Top) AND CONSTRUCTION STANDARDS 1i1 Spring Assisted SEC110N 72 F (MARCH 2018) (1 Ton Lift Anchor r � Galvanized Diamond Plate Door • • (1 Each Corner) / •cking Latch let ` \ ` .. • .I-NonSlip DoorS Pin Assisted 2-Ton Lift Anchor - ► L , LOAD RATINGS ON VAULTS SHALL Galvanized Diamond Plate Door HIL L (2 Places in Top) mac« is-�� 5'-2" Galy. Ladder w/Locking Latch ./1 ,k�,.��y -,-, w/Aluminum Extension 1 BE H-20 Optional-Nonslip Door J =i=i=T-�=�-r- (Location of Ladder may vary) TOP 2-Ton Lift Anchor .� +I iTiTiTiTiii!iTiTi; !;i=;�_ 4 Places in To ii_ T i! 1141P,T- TOP ( P) "' ARCHITECTS ,4144 T T • 1 �-�T=i�-�i�=�i�T�T�-�-'-�-�=�i�rT-f-t-�-�-�-fir='moi-. i!r�i!i!i!r!i�-i!i!i!i!i i-i Si ' No. 57-T-332P 1,400 lbs. iii iiiiii iiiiiTT t -T-7iTiTiTii iiiTii i ����'���'�'���'�'���'��I��'�'���'�'���'�'-�- i-i ===--i=, i-7-i i-i-i-i-i i-i i-iii-i-i-i-i-i -i-i-i -'--'- ' '-'-'- ' CENTER OFFSET -'�'���'�'-��'-'��-'-��-�����-'�'-�-'-'��-'-'-�-'-� 11 ' '4 •.,• ® 6" i-TTT-T-7-T-T'T-itIT,i- TT-i'T'T'T-T-14iii i' Note FDCexitin T T - 175 0 L� LANKENSHIP ROAD USE 4'-0" X 6'O TOP " g 2,720 lbs. 'T�T�T�T�T�T�T t ►-'-�T�T�T�T�T�T� through side wall T!TiTTT ► ' TIT ' WITH 332P COVER � . as shown for illustration C-3" Galy. Ladder 000I`� ,•_o" Su1TE 400 .n. w/Aluminum Extension �y�AND FRAME 1.;1 (Location of Ladder may vary) p .o: ,� �.� •• � �p • .. WEST LINN . OREGON 97068 I �! `� 1410111e.. .: Note: FDC exitingTE1 5D8 . X05 . 80,.E EAX 50E . ,05 . 80',4 through side wallBASE \i \ as shown for illustration 3'-6" 5'-6" 1No.660-B �) f6,180 lbs. . �� 1II Il 4'-2" 7'-0"L. 1 1111 ►► DCI4i" Dia. Knockout /_�, 5 16 �� 18" x 24" Knockout 1\I 6'-0" '4 — (2 Each Side, 2 Each End) \ iiIi (16 Each Side, 8 Each End) �, I� BASE I111 iiii1!/ ■ % e�y..- s u,...41�� No. 577-B � ����� ■ = F (-�� • f,,,,,'_ 6,230 lbs. ` I�•_ . 1! 6-0" //�/ 921 SW WASHINGTON ST. • SUITE 560 �, r �' ` A;_'1) .- J /I/�/ PORTLAND,OREGON 97205 ar ® g! PHONE:(503)242-2448 • FAX:(503)242-2449 I _,,,tor / 11" % . '�, viii- o. ^fir �,ir // WEBSITE: WWW.DCI-ENGINEERS.COM 1 ,, 1 C1V1L / STRUCTURAL �,- 2.38" Dia. Term-A-Duct �� \. #1 • �(2 Each End 4 DCV / DCDV �_/ ��� 4.5" Dia. Term-A-Duct " , '� �4 Each End) • / 12" x 18" Knockout //,\/� 8" Dia. Knockout / 4'-0" (1 Each End) 7_0" 11111111• / (2 Each End) Std. 8" Dia. Sump .\...‹.......,... .....x.„, 4' 8" 0 tional-Preassembled / ��c w (Customer to supply Sump Pump P / Optional-Preassembled w `D PROP/ Install. Alt. 1/2 per TVWD Detail 310/320) backflow device / backflow device 12" Dia. Sump � ANG I NE-4- /� 866 5 .�`KVMote: See 660 LA for optional tops.it \\ L �' 'OREGON r 7•-0' f.. 1-A.-_4. -1_ -f . o NI, ,<\, ,, r -`13 =Ma I l o I I 0� c3* „r, m �'• lel Fes, lel le el A 1 I ",;v�,, 1 Iigr �I I ■I■I■I _ ■■I■I I` 'I ■■■ 1■ I 1 � �I 1 I ii 11FM1 0l. ! -,,,_ii 11111... I• • } I iiiii =__= iiiil I' iii l ■ I r ;;, rii llill . l : ■Ilil o 11 =__= II I ll I1 —sir �1 • ' I' •, • "'� m I nII�I _ - - m 31 O O I I O I L �� . �J F �. ., T I■_Ili 1 10 ---- 3, O �I� 11 O® o III 72ND AVENUE � •t I I � � lil .. LRII ' �1 W I - i PLAN OFFSET — -T -r — -LI 1 1 —1_—_I PLAN f 10' 8' r-o• e' io• [-- END � SIDE --- ---- e.—,'-6•--�Z.—e•�--,'—e•— e• ---- ----- APARTMENTS END SIDE END Note: Designed for 0 to 5-0” of Cover Note: Designed for 0 to 5-0" of Cover 660-WA 660-WA 577-WA 577-WA D 0 11740Oldcastle Precasts DCV/ DCDV 0 Oldcastle Precast File Name:020-577-WA DCV/ DCDV SW�vj 7ZND File Name:020-660-WA PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date: 2016 BACKFLOW DEVICE VAULT PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date:2016 BACKFLOW DEVICE VAULT AVENUE Tel:(503)682-2844 Fax:(503)682-2657 oldcastleprecast.com/wilsonville Tel:(503)682-2844 Fax:(503)682-2657 oldcastleprecast.com/wilsonville 2.0 3.0 660-WA-TVWD BACKFLOW VAULT (2.5" DOMESTIC) 577-WA-TVWD BACKFLOW VAULT (4" FIRE LINE) CiTIGARD , OREGON 9723 2 C FOR 72ND AVENUE PROPERTY, LLC OLDCASTLE PRECAST DETAIL 020660—WA SCALE : NTS OLDCASTLE PRECAST DETAIL 020-577—WA SCALE : NTS • ■ B B ~� v ° .•. . v A •i•II •.• •. A IIIIIII — A ° A SEE STD. DRAWING NO. 400 �'- IIIIIIIIIIII FOR FRAME AND GRATE ,, II I l ••• ,IIIIIIIIIIIIIIIIII�I I " ' • 1I'I'I'I'I'I'II''I'I111, . .11 ---------- ..i. _ Fl • 91■I■I■I■I■I■IMI■I■I■I■I I. • .' `''� FLOW SEE STD. DRAWING NO. I • • ••' •�I' ''•'° 320 FOR FRAME AND f PLAN VIEW . •• • ■ GRATE J • • ■ WI. LIN-B 4 • PLAN:. ,I-III— ISI-,. _ _ • 6" FOR POURED -4.7%� -I -I I-111-111- I-111 111—I I °, IN PLACE •• s ,.•.• , `1�1\C,\��\%�� \�---\i . I I -4.4.. 11 4i• -•'F 5" WITH ♦"- v . - - • FINISH GRADE MAX 30FLOW INVERT • •, i1 1 REINFORCEMENT •. 5 11 13 18 SANITARY LATERAL PLAN&PROFILE • ° FOR PRE CAST I • / ° • • ° ' ° 60" 4 1101--0183--1188 0 08 18 SITE REVISIONS ca AS— BUILT D000 ENTS2" MIN. 2" MIN. y •. MAXIMUM m �° •4 �° e. } - 6" FOR ti.....f 3 09-10-18 P9 REVISIONS • a0 I 18" POURED IN THE AS—BUILT DOCUMENTS HAVE BEEN PREPARED X X MAX. PLACE Max. BASED ON INFORMATION PROVIDED BY OTHERS. DCI %' •' I i 5" WITH 2 08-22-18 TVWD REVISIONS ENGINEERS HAD NOT VERIFIED THE ACCURACY AND/OR REINFORCEMENT • J _ FOR PRE - • ,•y COMPLETENESS OF THIS INFORMATION AND SHALL NOT •••. °' ,;°, 18" CAST a 1 1 08-01-18 P9 AND TVWD REVISIONS BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS •'• - 1 SUMPl . 18" SUMP WHICH MAY BE INCORPORATED HEREIN AS A RESULT. • i ,e"sulrp 4 , • • 1 1 1 • • • °, - • '• •- • - 1 MARK DATE REVISION/ISSUE i .: :. . . . • ' 1 •'°•. .-.'•.• ; _. • �•• •♦ ' ■ PROJECT NUMBER DRAWN BY CHECKED BY SEE PUBLIC FACILITY 6" 24" — 6" 6"F 27 3/8" — 6" 17042-0032 ]AS RJL IMPROVEMENT PLANS FOR —28"'— X27" WORK IN R.O.W. SECTION A-A SECTION B-B SECTION A-A SECTION B-B NOTES: NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. UNDERGROUND SERVICE ALERT2. INSTALL STRUCTURE ON MIN. OF 8" OF /a"-0" COMPACTED BASE MATERIAL.3 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY NOT RE ONE—CALL NUMBER WIRE MEETING ASTM A497. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED DUPLICATED USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF WIRE MEETING ASTM A497 THE ARCHITECT. `� 2" TO 4". 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND Q 0 HILL ARCHITECTS Q I�\ 8 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE BUMPED AND SHALL BE PROPERLY SLUMP OF 2" TO 4". .• CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. I 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH ,�_I_ 6. PRE-CAST STRUCTURE'S E'E CONFORMINGLATO MATERIALST. TYPE G-2 CATCH BASIN INLET ARE AN INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. CALL TWO BUSINESS DAYS ACCEPTABLE ALTERNATE. (ALL GRATE AND DIMENSIONS SHALL MEET C.W.S. STANDARDS L ^ T T BEFORE YOU DIG AS SHOWN ON DETAIL #320) STANDARDS AS SHOWN ON DETAIL #400 DETAILS CONTRACTOR NOTE: AREA DRAIN INLET ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND eServices C1eanWate� Services VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING TYPE IIC1eanWat BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS DRAWING N0. 380 REVISED 01-13 DRAWING N0. 390 REVISED 05-07 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL 380 CWS AREA DRAIN - TYPE II 390 CWS DITCH INLET 05.10 LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. CLEAN WATER SERVICES DETAIL 380 SCALE : NTS CLEAN WATER SERVICES DETAIL 390 SCALE : NTS SHEET OA 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 - 6" * RAIN DRAIN AND OUTFALL A /K,/////_)N( < . °' •- W W W .v w • PROTECTION VARIES TC=G-4" �.. 1�' 4. BUILDING OFFSET AND 18" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE 1-1 •'= 4, OVERFLOW PER DETAIL NO. 405/407 NOTCH, 4" TYP. 1 • ;•� IMPERMEABLE LINER AS APPROVED . GUTTER L.]�� l.•_. I •• ° ENERGY DISSIPATER DRAIN '-' I "' 4' W BY BUILDING JURISDICTION •�• • f ° . ROCK •• - y *.enter, W .v .v W w W W 111,411.80,', / W .v W `••�-���1; w W .I• W * •, ',�1 141 ••• PERFORATED PIPE MANIFOLD 18°' 6" f. f ' STANDARD CAST IRON W W FOR LENGTH OF FACILITY; °, 4, 4-1/2" - 2-1/2" , ,�, 4, 4, 4, 4, CONCRETE COLLAR I 4" MINIMUM. • y ° ° ° W ° H I L L FRAME AND COVER ° ° SPLASH ROCK. 6" � °�� °, w I w w ,° 4' 4' •MINIMUM 4' OF 8" ` '�' ` WMIN. AROUND °` DRAWING NO. 510 STANDARD MANHOLE STRUCTURAL WALL PER ' PERFORATED DRAIN PIPE W W � � / I �,I �� GRADE RING W W I W W p' A BUILDING JURISDICTION ,��� W W W W W y ° STRUCTURE. TYP 4, W) -��-��=,.T r •/ < 4 • 1 ° dp* i S=1:2" �� 6 g``_ (NON TRAFFIC APPLICATIONS) A ,ti W ; , W W ly���z _ 4- v W W ° I ° I W W W ; e • ~ A [�C 11 1 T E C T S STREET/ • TC=G-2" °C- ZO 11°"i 1140 �� "'__ ��� •• _ I W 4" DIAMETER CUT W ° - = W W W W 4" DIAMETER CUT W W �r ,TAPERED '� /13/4 = "s , , "'-_== w .v i OUTS. MINIMUM 3 i /W W OUTS. MINIMUM 3 W • '' ' \ ° 1 75 0 BLANKENSHIP ROAD / �� I . __ ■ ___ d 4" MIN. W `„ STREET -•�P __ . y W ( / N } •;} CUT OUTS PER INLET CUT OUTS PER INLET30 SPLASH PAD ��� 18 -III-III-I I- ��I���'i -I I III-III• ` WW STRUCTURE TYP.W W ! "' '' STRUCTURE TYP. '' �' S UITF 400 RELIEF FINISH GRADE -.•�:•� •i %•:• • - • �� III= � • i • ♦=•-=III=1r1=I pW °' ,4' 4' 4' 4' °' WEST LIMN . OREGON 97068 IL 4 d.4� (ASPHALT, CONCTRETE,OR OTHER) ,- : ,-:::_ I7 .: • U �--� . -_ a a i =111=1I I ,: . . . . •: I I1=1I- Z •• °. Iiiiiiii iiiii�iiiii nm• .. 1 cp u p I • • • • • WATERTIGHT PIPE PLUG - .1 ", °• �o a I=1 I=1 I-III-• •= III=�I o Q ° , F DEPRESSED GUTTER 2" AT _ �y1•• Il•••�II- WITH STOPS OR ° �r de `° 14 TEL TF1 503 . X05 . 80,E FAX 50.E . ,05 . 80' 4 x•410' 6" -111-I1I-III -II OVERFLOW TO ° e d e • •� • • • - - W W ° d • • a , ��� OPENING 111-I1I-I II,0.�0 •�•�•��I II I-III- WATERTIGHT THREADED 6" TYP. 30" MIN. CONVEYANCE • > ° / °d e LO�/J MODIFIED CG-30.° 8d • ' CAP AS APPROVED BY FACILITY WIDTH d >0 4 TRAPPED CATCH BASIN, •° • ° ° • _ SEE DETAIL 403 FLOW I -III-III r,.,• .,.•.,I-I I-_ �{ ° • . .: ,=. . ,. LOCAL JURISDICTION. 4 • U NYLOPLAST OR APPROVED CHECK DAM, AS METAL INLET ASSEMBLY REQUIRED ON -I I III;,••• •�1.1•I 111E, I I- _ .-..= ;.--_.. ,� �, ,� �, I iII� EQUAL. 18" MIN. NECESSARY. (SEE NOTE 3) 18,. CURB A HIGH TRAFFIC STREETS I I-I I - - �4•• I�1.1�, _ Crap I I-I I III'-• _ i ,, � ��� ,,�� 2" MIN FREEBOARD A SEE DETAIL 407 d� p 2" MIN. CLEARANCE -III--III �: