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HomeMy WebLinkAboutR-404901CD I I 0 "7 � 4 = N 361h St N 380 m `a m 2 c 0 o, N 371h SI N 371h St 11%� m� = 10' N 36th SI Kennydale N 36th St ® 0 5 10 20 Beach Park Quickstring Q LAKE W N 35th St WASHINGTON D + z N 341h St m 0 Z z _ N 33rd PI 1 X a Boulevard Salon Q N 33rd St SITE / 2 � i v D N 32nd St Know what's below. c QJ N3?ndSt Call before you dig. 0 j C m O = ; Dial811 N31st St n 7-Eleven Q 1 BP Q Coleman Point co_ N 30tn St N 30th St Chevron FL t SEE SHEET R1 Nz9ths, r Kennydale© - - VICINITY MAP APPLICANT/OWNER UTILITIES/SERVICES SUKHIJINDER SAHOTA WATER: CITY OF RENTON �--� 11708 SE 242ND ST. (425) 430-7400 KENTS, WA 98030 (206) 218-9011 SEWER: CITY OF RENTON (425) 430-7400 ARCHITECT DESIGNER POWER: PUGET SOUND ENERGY LUIS SIALER (888) 225-5773 SIALER DESIGN GROUP P.O. BOX 13942 GAS: PUGET SOUND ENERGY MILL CREEK, WA 98082 (888) 225-5773 (425) 877-7377 STORM: CITY OF RENTON ENGINEER (425) 430-7400 PATRICK TAITANO, P.E. J3NP ENGINEERING 1735 POINTE WOODWORTH DR. NE S1 TACOMA, WA 98422 (206) 730-3348 EARTHWORK OUANTI TES: EXCAVATION = 400 CUBIC YARDS IMPORT FILL = 100 CUBIC YARDS SITE CUT = 150 CUBIC YARDS SITE FILL = 150 CUBIC YARDS PLEASE NOTE THAT THESE QUANTITIES ARE PRELIMINARY VOLUME ESTIMATES BASED ON OUR GRADING SURFACE MODEL AND ONLY INTENDED FOR MUNICIPAL REVIEW AND PERMITTING PURPOSES ONLY. J31NIP DOES NOT WARRANT THE USE OF THESE VOLUMES AS A BASIS FOR BIDDING AND/OR CONTRACTUAL INFORMATION. YOUR CONTRACTOR SHOULD PREPARE THEIR OWN EARTHWORK VOLUME ESTIMATES BASED ON THE BID DOCUMENTS PROVID ED, INCLUDING BUT NOT LIMITED TO THE DRAWINGS, SPECIFICATIONS AND GEOTECHNICAL REPORT. IMPERVIOUS AREA CALCULATION& PARCEL AREA = 5,100 SF (0.12 ACRE) NEW/REPLACED BUILDING FOOTPRINT = 2,507 SF NEW/REPLACED D/W PAVEMENT = 663 SF NEW/REPLACED SIDEWALK/PAVERS = 120 SF TOTAL NEW/REPLACED IMPERVIOUS AREA = 3,290 SF < 5,000 SF NEW LAWN/LANDSCAPE = 1,810 CIVIL SHEET INDEX C1 GRADING & STORM DRAINAGE PLAN C2 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C3 T.E.S.C. NOTES AND DETAILS EX. TOPOGRAPHY/SURVEY INFORMATION NOTE: PROJECT ENGINEER DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS EXISTING AND/OR CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO WORK. UTILITIES AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CAA 1-800-424-555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C113#1, TYPE 1 W/ STANDARD GRATE RIM = 163.76 IE=159.00 (12" E) IE=159.50 (6" S) IE=159.00 (12" W) FTG-21, Footing Droin Connection RIM = 166.25 IE=159.80 (4" N) SOCO-01, 6-inch Cleonout RIM = 165.69 IE=159.78 (4" S) IE=164.12 (6" E) IE=159.61 (6" N) SDCO-02, 6-inch Cleonout RIM = 166.43 IE=164.12 (6" S) IE=164.12 (6" W) SDCO-03, 6-inch Cleonout RIM = 166.72 IE=164.14 (6" W) IE=164.14 (6" E) IE=164.14 (6" N) SDCO-04, 6-inch Cleonout RIM = 166.00 IE=164.20 (6" S) IE=164.20 (6" E) SDCO-05, 6-inch Cleonout RIM = 166.86 IE=164.55 (6" N) SDCO-06, 6-inch Cleonout RIM = 169.02 IE=165.79 (6" S) IE=165.79 (6" W) SDCO-07, 6-inch Cleonout RIM = 169.42 IE=167.20 (6" N) SS-1, 6-INCH SS CLEANOUT RIM = 166.50 IE=156.74 (6" SW) IE=156.74 (6" N) SS-2, 6-INCH SS CLEANOUT RIM = 166.80 IE=157.00 (6" NE) GRADING AND STORM DRAINAGE PLAN CONNECT FOOTING IDRAIN TO- 6" OUTLET PIPE & BYPASS 1 PERF. PIPE CONNECTION 10 LF " PVC PERF 12 LF 6" PVC SDR 35 J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 1 (206) 730-3348 FNO. SURFACE WATER STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S N. 33RD PL. CONTRACTOR. N 89°04'35" W 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, i t STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 50.02' APPROXIMkCAF ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN EX 6" SE SS SS ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER FEBX(STUB3. S SSSS---- SS S DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE camSTANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT `1 SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. 2.0 / - - _ _ _ ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 5.23 0 / CONNECT EX 4. REUSE /WATER SERVICE APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES / ER B / RELO TE, EX ME R TO NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, / / NSUTALLy SSCO /I PLA EReTRIP SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, 0 0.50 VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY :....., ......:...., _:..:...::..:.. ...::. " �Eyy.:: 1.. 1 2 DOMESTIC / M SHALL ,. ..:>...... ,. .: .:.3:5.:"..W ._:.;O:. ..._, .:..:.w : .,..:.:: / M ', .. .. l R -.AIR. I I E VCE LINE E BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN � 1 6.5 166 9 . ��. APPROVAL FROM THE CITY. . 9pC0-01 � / / 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER . / r - ' CONSTRUCTION IS IN PROGRESS. NEW CONC.1 Sill EWALK 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN - / ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND - / SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY - 1± ME '� = - 169.17 COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE �� 166.50 _,- 69.5 APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL �7 - - UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER . 8 UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION 0.00% i SpCp-03 10' WIDE PUBLIC OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL 10.50% i SDCO-04 STORM EASEMENT UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED i I 170.00 PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF 0.50% i NEW WATER SERVICE I i I A CONFLICT EXISTS. i CONNECTION TO BLDG. i S111300-06 i 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 NEW SEWER SERVICE I I (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. CONNECTION TO BLDG. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE i i 71 LF 6" PVC SDR 35 0 0.50% PLANS. � 121 LF 12" D.I. 0 0.50% 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND i 7 6" PVC SDR 35 0 2.00% MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN I PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL o i 169.50 SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO I 169.50 MORE THAN 92% OF MAXIMUM DRY DENSITY. I 0 167.0 ME - i I NEW BUILDING 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT MAIN F.F.=170.00' I I ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE i APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE " I I BSMT. F.F.= 1 60.00' I CITY TRENCH RESTORATION STANDARDS. Ln I i I 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE Ln i I I PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR o i INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. zi I 4" DIA. PERF. PERIMETER FOOTING II 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, DRAIN, (I.E.=159.8±, S=0.0%) o OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE BYPASS PERFORATED PIPE CONNECTION APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED 169 14 iI NEW 10' WIDE PUBLIC BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE ASEMENT WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE ME 169 50 I iI BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN I 220.00, 220.10, AND 220.20. - - -- i 13. T 1 STEEL PIPE SHALL BE ALUMINIZED, ORGALVANIZED WITH ASPHALT TREATMENT ::.... 76.9 INSIDE U I 69.8 169.73 167. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE t .� FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 168, 73' HIGH MAk. ';_; - ---:-.-:-.:=-may":: ;':: .:.::: --- ---�._:...:' 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: 166. 7 ROCKER WALL ✓' , .":: A .:.:; ":,.; RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND ' :... NE1N- ;CONCRETE_ OUTSIDE OF THE ROADWAY. 168. 1 �� �.::.;.. UR1 ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE 166. 1 �- ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ROUND SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC 1_ RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS ►:_ �� OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT .>.: -- ' " " ' DISPLAY THE CITY LOGO. 166.14 N 89°0 '35" W 500.0 89 CM 10 CBI 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH o 0 ; TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON 166.03 1 5.9 i L SWDM. 166.14 6" BIRO 0 ^o 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE O i ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 'E CONSTRUCTION NOTE: A ' - F WAS 4�Go 1 fRUCT10N ACTIVITIES ARE ALLOWED WITHOUT I EASEMENTS OR WRITTEN PERMISSIONS FROM THE O ING PROPERTY OWNERS WHERE CONSTRUCTION WOULD OCCUR. ALL TEMPORARY OFF -SITE - ;TION EASEMENTS SHALL BE SUBMITTED TO THE CITY _o 37819 p �� R FOR REVIEW AND APPROVAL PRIOR TO UTILIZATION. �F�s DNA LT 04 1- 7/2019 SURVEYED: SCALE: 1"=10' VERTICAL: NAVD 1988 HORIZONTAL: NAD 19W/I99I C 1 T Y OF DESIGNED: J3NP RENTON DRAWN: J3NP ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. REVISED PER CITY REVIEW COMMENTS PT 4 17 19 PT CHECKED J3NP IF NOT ONE INCH APPRI M REVISION BY DATE APPR SCALE ACCORDINGLY J3NP 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. R -40,4901 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY + jchavez 04/23/2019 jfarah 04/26/2019 ' WATER UTILITY AKA agafour 04/23/2019 ' DATE: SINGH RESIDENCE -LOT 21 2/11/19 1129 N. 3 3 R D PLACE FIELDWOK: PAGE. CIVIL PERMIT DRAWING, NO - GRADING & STORM DRAINAGE C 1 PLAN SHEET SHEET: 1 OF:3 ME