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HomeMy WebLinkAboutzR-4049CD 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 DEMOLITION AND T.E.S.C. PLAN 1 " =10' 0 5 10 20 \A \\\\ ■EXISTING STORMDRAIN EXISTING WATER LINE W U EXISTING GAS LINE - Z EXISTING OVERHEAD POWER w 0 SAWCUT LINE w CATCH BASIN PROTECTION = TEMP. CONSTRUCTION ENTRANCE C.� z TEMP. CONSTRUCTION FENCE C/7 CLEARING LIMITS SILT FENCE ASPHALT TO BE REMOVED N U CONCRETE TO BE REMOVED Know what's below. Call before you dig. Dial 811 P(OH ----------------------- C3 o- n\- �n 1 0 U,-On n- �O F-.---------------- a--1 L-- a-----------------J DEMOLITION AND T.E.S.C. SCHEDULE 0 ESTABLISH CLEARING LIMITS AS SHOWN FOR PROJECT. (DINSTALL TEMP. FILTER FABRIC PERIMETER SILT FENCE TO PREVENT SILT LADEN RUNOFF FROM DISCHARGING TO ADJACENT PROPERTY TEMPORARY CONSTRUCTION ENTRANCE (IF NEEDED) UTILIZE (DINSTALL EXISTING PAVEMENT PRIOR TO REMOVAL. 0 REMOVE EXISTING BUILDING STRUCTURE & DISPOSED OFFSITE. O5 REMOVE EXISTING CONCRETE DRIVEWAY & DISPOSE OFFSITE. OREMOVE EXISTING CONCRETE STEPS & DISPOSE OFFSITE. O7 REMOVE EXISTING CONCRETE WALKWAY & DISPOSE OFFSITE. OREMOVE EXISTING DECK AND DISPOSE OFFSITE. OREMOVE EXISTING ROCKERY/RETAINING WALL AND DISPOSE OFFSITE. CONSTRUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON. 2. CALL THE HOTLINE (DIAL 81 1) FOR UNDERGROUND UTILITIES LOCATES BEFORE YOU DIG. 3. INSTALL TESC MEASURES, FLAG OR FENCE CLEARING LIMITS TESC MEASURES SHALL BE MAINTAINED UNTIL FINAL GRADING, PAVING, AND HYDROSEEDING. 4. MARK ALL TREES TO REMOVE AND PROTECT TREES TO REMAIN PRIOR TO REMOVING TREES AS SHOWN. COORDINATE WITH OWNER REGARDING TIMBER LOGGING AND OBTAIN NECESSARY PERMITS FROM CITY PRIOR TO REMOVAL. 5. DEMO EXISTING PAVEMENT AND PERFORM ROUGH GRADING AS SHOWN ON THE PLANS. STABILIZE EXPOSED GROUND WITH SUITABLE GROUND COVER. 6. INSTALL UTILITIES, INCLUDING STORM DRAINAGE, SANITARY SEWER, WATER, POWER, GAS, ETC. 7. PERFORM FINAL GRADING, PAVING, AND SURFACING IMPROVEMENTS. 8. HYDROSEED AND MULCH ALL EXPOSED AREAS. 9. SWEEP AND CLEAN ALL PAVED AREAS, THEN CLEAN THE STORM SYSTEM. 10. REMOVE ALL CLEARING LIMITS AND TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES ONLY AFTER EXPOSED AREAS ON SITE ARE STABILIZED. 11. CALL FOR FINAL INSPECTION OF FACILITIES. 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. _SS N 9°0 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 Q J3NP E N G I N E E R I N G 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. 1735 POINTE WOODWORTH DR NE LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE TACOMA, WA 98422 UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS 1 REVISED PER CITY REVIEW COMMENTS Z SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT ENGINEER TO RESOLVE (206) 730-3348 W ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. N0. REVISION n - -n- -W- -W- -W- -W- -W- EROSION AND SEDIMENT CONTROL (ESC) 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 CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF SS SS S -- SS ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. ► -► -----------------------------1--------- 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE JG C _ ► ►>;-- G - ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO ► ► POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. ► i ► 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND GAS I ► ► ► AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE STUB ► ► ► PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ► ► ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ► N 89; 04'35" 60.02 (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION ► ► PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE ► I �� ► CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE ► �� `�""""`^^"" ^^^%ww�f DURATION OF CONSTRUCTION. i �� ► 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ► �� Q CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL ► _ _ _�� ► MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE ► - - - - - �► / REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ► ====�i �` �� ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF �/ - - - - - - - - SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE I� END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED i CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE c) I Q GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS + CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. �- 6- ; J / 48.3' 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL Q BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE Q IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC 173.7' BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. i. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE of 4 RUNOFF SHALL BE DISPOSED OF PROPERLY. c I 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES 22 AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON w THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE i OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS 1 THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER Ln I AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT (N I PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. ;r) I i I 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF o STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR i STORMWATER FACILITIES. I 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 59.2' 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE I DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF ~~�~�~�~" --- THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER I ►►li - - - - - - - - - - - - - 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, It; SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. tl� 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM j i OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND I� MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER --___- --- �� THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS 89 04 5" W►50.02' DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE O ;^ ,�� CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED IR PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE I STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. SURVEYED: DESIGNED: J3NP DRAWN: J3NP PT 4 17 19 PT CHECKED: J3NP BY DATE APPR A-mJ3NP SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM A. T9 4� of w A s,y1 f j, �o 378 F� � S T ER19 S70NA L NG 04117/2019 CITY OF RENTON Plonning/Building/Public Works Dept. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. DEMOLITION NOTES 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY FIRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT 2. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. FOUNDATIONS BELOW SLAB AND BELOW ADJACENT SURFACES SHALL BE REMOVED IN AREAS OF NEW CONSTRUCTION. REMOVE ALL STEM WALLS, ANCHOR BOLTS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 3. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO COUNTY, STATE AND FEDERAL REGULATIONS. 4. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. 5. DISCONNECT ALL POWER, TELEPHONE, GAS FROM BLDG. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE FIELD ENGINEER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT PERIMETER UTILITIES OUTSIDE OF THE BUILDING ARE TO REMAIN OPERATIONAL. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. 6. PLUG AND CAP ALL EXISTING WATER LINES, AND STORM DRAINS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES 7. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. EXISTING GRADE TEMPORARY 2:1 CUT SLOPE TYP. PROVIDE TEMPORARY SHORING WALL PER STRUCTURAL ENGINEER AS NECESSARY (SEE PLAN FOR LOCATION) 4' MAX. VERTICAL CUT PER GEOTECH. REPORT BOTTOM OF EXCAVATION VARIES (SEE PLAN) TYPICAL EXCAVATION SECTION NOT TO SCALE R-404902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 04/23/2019 U LLI DATE: SINGH RESIDENCE -LOT 21 2/11/19 w 1 1 2 9 N. 3 3 R D PLACE FIELDBOOK: PEE CIVIL PERMIT _ DRAWING N0: TEMPORARY EROSION & SEDIMENTATION CONTROL C2 DEMOLITION &T.E.S.C. PLAN SHEET SHEET: 2 OF: Z DocuSign Envelope ID: 6EECF5136-602A4E4A-B435-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-6436-A317AA638878 6' EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 0 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD O AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL w PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE w WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE U MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. z w 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 0 MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND Ln TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE w FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. = 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT U AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN Z DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT '- AREAS. V J 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO M ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST, THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, U ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT, 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED_ AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. TOE IN SHEETING IN_j - 4" %4' MIN. TRENCH IT MAX.. III - ---------- PROVIDE ENERGY DISS PATIOI f AT TOE IF LROSION IS LIKELY SANDBAG (TYP) 1 Lr MAX - NOTES: 1. CONDITIONS OF 418E 1-1. PLASTIC COWERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 90 DAYS. 12 PLASTC IS PARTICULARLY USEFUL FOR PROTECTI NG CUT AND FILL SLOPES AND STOCKPILES. 1-3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GR€ENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLAS TC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE STAMMER MONTHS. 1.4. THIS MET14DO SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUN -Of F. SUCH AREAS INCLUDE STEEP ARID UNSTABLE SLOPES 2- DESIGN AND INS7ALLATION SPECIFICATIONS 2.1- PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.P. If EROSION AT THE TOE OF A SLOPE IS LIKELY. A GRAVEL BERM, RIPRAP. OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.5 TIRES, SANE➢ BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4- SEAMS BETWEEN SHEETS MU5T OVERLAP A MINIMUM 01: 121NCHES AND BE WEIGHTED OR TAPED- S. MAINTENANCE STANDARDS 3,1- TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 32. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY RBMDVED AND REPLACED. 3.3- WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS aTNI'RWI5I NOTEO. DI;AWFNG IS Hot To SCALE (NTSI STD. PLAN - 213.30 • DEPARTMENT PUBLIC WORKS PLASTIC COVERING P�QVMGAZ 9/28/ZO18 1 limp - DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 S' MAX. DRAINAGE ORATE TRIM GRATE FRAME _ OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS b FILTERED WATER SECTION VIEW DRAI NAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP-) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECT3oN SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 501) FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS TREE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. 512E THE BELOW INLET GRATE DEVICE (NGD) FOR THE STORMwATER STRUCTURE IT WILL SERVICE. 5. THE 1316b SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15y B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS O'nfFRWISF NCTFD, DRAWING IS NOT TO WALE (NIT$) STD. PLAN - 216.30 PUBLIC WORKS uPPa �:rn DEPARTMENT CATCH BASIN INSERT C7 Z 9f28/201$ I DATE J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 1 (206) 730-3348 NO. REVISED PER CITY REVIEW COMMENTS REVISION :45 AN 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC T:-I IT MAX. PAST SPACING MAY BE INCREASED 474-MIN. TRENCH J TO&' IF WIRE BACKING IS USED BACKFILLTREHCH WITH NATIVE SOIL OR 314" TO 1.112' WASHED GRAVEL 2'x4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.) 2'MIN. NOTES: 1. CONDITIONSOFUSE 1..1. SILT FENCE MAYBE USED OC�WNSLOPE OF ALL DISTURBED AREAS. 1..2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW -ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 50-TOO SIEVE SLZE (0.60-U.I Smm) FOR SILT FILM 5D-100 SIEVE SIZE (0.36-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491 032 SEC' MINIMUM GRAB TENSLLE STRENGTH (ASTM D4632) 18D LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30%MAX. (WOVEN) ULTRAVIOLET RESISTANCE(ASTM 343M) 70% MIN. 2.2, STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:TV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANOA$10 4"X4" TRENCH MAY BE REOUCEO AS LONG AS THE BOTTOM R INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 25. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CON70URS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. F CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCUR$, REPLACE THE FENCE OR REMOVE; THE TRAPPED SEDIMEP-17 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NCITD. PILA W WC, IS NOT TO SCAL I IN TSI Sib. PLAN - 214.00 4 PUBLIC WORKS DEPARTMENT SILT FENCE GAZ PR 9128/201$ aum�wanc aem.��o DATE SEEDING NOTES :45 A[- 1. SEED MIXTURE SHALL BE EROSION CONTROL SEED MIXTURE, AND SHALL BE APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADER, AND SEDIMENT BASINS. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS' RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. SEED MIXTURE FOR EROSION CONTROL NAME PROPORTIONS BY PERCENT PURITY PERCENT GERMINATION WEIGHT REDTOP (AGROSTIS ALBA) 10 PERCENT 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40 PERCENT 98 90 CHEWING FESCUE (FESTUCA RUBRA COMMUTATA)(JAMESTOWN, BANNER, SHODOW, OR KOKET) 40 PERCENT 97 80 WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10 PERCENT 96 90 ��15jLrLGaQao R=25'MIN� �- r� INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STAN DARDS 4%8' QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 100' MIN. CONSTRUC710H ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY, 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15 MIN. PROVIDE FULL WIDTH OF INORESSIEGRESS AREA NOTES: 1. CONDITION OF i1SE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE. 1 2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNWDTH TO PROVIDE VEHICLE ACCESSMARKLNG. BASED ON LOT SIZEICONFIGURATICN. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE $HALL MEET THE FOLLOWING STANDARDS_ GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ACS (ASTM 04751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2, DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION B€CAUSE THESE PRODUCTS RAISE PH LEVELS IN 67ORMWATERAN❑ CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH OuARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL fS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL 15 NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2,4- FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE- 2.5, WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAO IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT $HALL BE USF-0 THIS MAY INCLUDE STREET $WEEPING, AN INCREASE IN THE DIMEN$IQN$ OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET- EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY- WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY $PALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT PDINTS OTHER THAN THE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHEIIWISE NOTED. 11RAWINC 15 NOT TO SCALE (NT$I STD. PLAN - 215,10 Adftm � PUBLIC WORK PPROVED 3,1 DEPARTMEN STABILIZED CONSTRUCTION ENTRANCE CAZ 9/28/2018 1 Po11t Wadi aemnisvmcr DATr RIP RAP SPECIFICATIONS ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA �11C A • T,9 STANDARD SPECIFICATIONS. C4 of WAS 1 4t 41 `y RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: t o PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" :45 A' PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" ��� ,pF37819 SURVEYED: DESIGNED: J3NP DRAWN: J3NP PT 4 17 19 PT CHECKED: J3NP BY DATE APPR A-mJ3NP T " 7ONA L 04117/2019 SCALE: VERTICAL: NAVD 83/ CITY O F AS SHOWN HORIZONTAL: NAD 1983/1991 RENTON oNE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STOCK PILES 1. INSTALL BIO BERM OR SEDIMENT FENCING/BARRIERS AT TOE OF SLOPE. 2. STOCK PILES ON SITE SHALL BE COVERED WITH POLYETHYLENE PLASTIC SHEETING 6 MIL MINIMUM THICKNESS. 3. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12" OVERLAP OF ALL SEAMS. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. 4. CONSTRUCTION MATERIALS CONTAINING TOXIC CONTAMINANTS SHALL NOT BE STORED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 5. DEBRIS, WASTE AND GARBAGE PILES SHALL NOT BE PLACED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 6. LOCATION OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE PROVIDED BY THE CONTRACTOR AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION. :45 AI R-404903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FiEVELOPMENT ENGINEERING chavez 04/23/2019 IF +11 SINGH RESIDENCE -LOT 21 1129 N. 33RD PLACE CIVIL PERMIT TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS DATE: 2/11/19 PAGE- C3 SHEET: OF: 3 3 ME LAKE WASHINGTON = N 361h St `a m w 371h SI N 371h St m Kennydale N 361h St Beach Park Quickstring Q N 35th St n � z D Boulevard Salon Q N 33rd St 2 � e V� tm L.LJ g N 32nd St 0 Uj C m O i � Z m N 3T St St LLJ 0 Coleman Point _ N 30th St W c M I� N 29th St D T Q O NTS Q C� N 34Ih St m z N 33rd PI SITE � 4 N 380� m ,GRADING AND STORM DRAINAGE PLAN z N36thS1 - 19-10T SURFACE WATER STANDARD PLAN NOTES: 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 0 5 10 20 - - - _ _ - - - - AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A700 PASSING; PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, 2 - 4 INCH ROCK / 30 - 40% PASSING; AND + W W W W W W W W W HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S LESS THAN 2 INCH ROCK / 10 - 20% PASSING. CONTRACTOR. NEW WATER SERVICE CONNECTION � 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE 3RD PL . NEW SIDE SEWER TO MAIN (BY C.O.R.) 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE ® NEW TO MAIN STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. a°04'35" W NEW 1" WATER CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS 25 6 PVC 0 8.6 0 . 11 +00 APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE / � � � METER (BY C R. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN gMPS. t 50.02' t ( ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER N 32nd St NEW 6 PVC IDE �W STUB DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED Know what's b@IOW. 3 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - SS SS S S00% N. S SS SS SS SS SS SS - - SS PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA . IT WITH A BOLT -LOCKING LID MARKED I STORM" SHALL BE LOCATED AT THE PROPERTY Call before you dig. 10 LF 6 P CAD 2.00%� ) LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE Dial 811 SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227 00 7-ElevenQ 1 CM OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. BPQ ► , 1 SEE SHEET R1 ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. ► 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A N3othst Chevron _-. ► _ - _ SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE 4 LF 16 PVC SDR 35 0.50 o N ► _ _ APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22 LF fj� PVC SDR 3 0.50% ► ► ► I G NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, Kenn dale '� ► ► ► N ► VC SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED PUBLIC AND PRIVATE STORM - -y- © 10 Y.F 6" PVC P F► 0 009' ► k► s E: 173 10' ( ) VICINITY MAP APPLICANT/OWNER SUKHIJINDER SAHOTA �--� 11708 SE 242ND ST. KENTS, WA 98030 (206) 218-9011 ARCHITECT DESIGNER LUIS SIALER SIALER DESIGN GROUP P.O. BOX 13942 MILL CREEK, WA 98082 (425) 877-7377 ENGINEER UTILITIES/SERVIC WATER: CITY OF RENTON (425) 430-7400 SEWER: CITY OF RENTON (425) 430-7400 POWER: PUGET SOUND ENE (888) 225-5773 GAS: PUGET SOUND ENE (888) 225-5773 STORM: CITY OF RENTON (425) 430-7400 J3NP ENGINEERING 1735 POINTE WOODWORTH DR. NE TACOMA, WA 98422 (206) 730-3348 EARTHWORK OUANTITES: 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. J3NP 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 PROVIDED, 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 ► I ► O VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ► ► GAS IN ►E NEW 1-1/2" THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND ,:... .:r '.._` ..•:.: ;:i.::>.; > ° ::.: WATER BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TODOMESTIC _:.,, .}..:...:.�..:...0: :-;..::...::::::. .. ,:.;..,...,i►. ,...,... ..........:..:.::.:`.:_:.: -:: . THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTENSERVICELINEINSTALL PROJECT CURBS GUTTERS AND/OR PAVEMENT.3`At' ►.:5:......:w:M: `:...:.::; ,a.::.:.:.:: Y B GC APPROVAL FROM THE CITY. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN CONNECT Fa01IN DRAIN TO ► ► ► ► ► ► ► FOUND REBAR & CAP 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS 6" OUTLET PIPE:: YPASS ► 1'11.35 n 71.83 ► CAP OBLITERATED CONSTRUCTION IS IN PROGRESS. AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS PERF. PIPE°' NECTION '5' gg-3 NEW CONC. I�EWALK t 0.07 W SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS ► `' i ► ► PVC 4.52% 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN TESTED. ► 171.27 ► i 32 LF 6" SDR 35 ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND Ems+ 169 17 ► - _ -- ► 171.86 ► 174.20' ► � SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) _ _ _ ► OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL �_ APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL ► _ _ ► ► TO FURTHER AND ANY EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE t UTILITY LOCATIONS SHOWN, AND DISCOVER AVOID OTHER TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD - -.- - UT SCTI UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION L PLAN 264 00 �r - ►_� - - --" . -' - -r - - _ - - - - - ► OF THIS PLAN.THE APPLICANT SHALL RECORD ONTHE AS -BUILT DRAWINGSALL SEXX) 10 i UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT I I �-11 173 78 PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY 10' WIDE PUBLIC �'4 174 I 1 1 174.00 A CONFLICT EXISTS. CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY RGY STORM EASEMENT lI 1 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM 1 II NEW SEWER SERVICE CONNECTION TO BLDG. I 1 I (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. SYSTEM PROVIDED DURING CONSTRUCTION. 6"0 PERF. PIPE CONNECTION I NEW WATER SERVICE 1 I 1 REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND RGY W/ 10'L x 3'W x 24"D CONNECTION TO BLDG. 1 PLANS. ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE GRAVEL TRENCH F N E 1 _ PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF I 1 70 LF 6" PVC SDR 35 @ 3.00% � 1 f 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY /• 11 LF 6 PVC SDR 35 121 LF 12 D.I. C� 0.50% 1 1 MAXIMUM DRY DENSITY PER SECTION COMPACTION AND 95%MOISTURE THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL SD C4� 0.50% I 1 I I STANDARD MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN S E PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD 71 LF 6" PVC SDR 35 @ 1.91 % 1 PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 1 SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO I1 1 MORE THAN 92% OF MAXIMUM DRY DENSITY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL - I NEW BUILDING i 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER STRUCTURE TABLE I 1 ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE PROTECTION REGULATIONS (RMC 4-3-050). MAIN F.F.=174°50 1 APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE L 169.50 BSMT. F.F.=164.50' CITY TRENCH RESTORATION STANDARDS. 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CB#2, TYPE 2-48" o CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, STANDARD W/ STANDARD GRATE 171.50 I 22 F ► 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND 1 17 4 23 PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE RIM = RIM = .44(12" 174.00 WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A .1 E) IE=INLETS I I SHALL BE ADJUSTED TO THE GRADE AS STAKED. NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. IE=162.51 (12" S) 1 co IE=163.89 (6" S) is 1 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS IE=162.51 (12" W) I I N OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE SHALL BE MAINTAINED BY THE APPLICANT. 1 I I 4" DIA. PERF. PERIMETER FOOTING I � APPROVED BY THE CITY. FTG-22, Footing Drain Connectic 9 f I 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 RIM = 171.02 DRAIN, (I.E. =16 Of, S=0.0%) i z 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED OF THE RENTON SWDM. IE=164.17 (4" N) 1 I I BYPASS PERF. PI CONNECTION FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON 1 STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB SDCO-08, 6-inch Cleonout I 1 INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE RIM = 170.36 I I i FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. IE=168.51 (6" E) 1 BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO IE=164.14 (4" S) I I I I WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED IE-164.00 (6" N) I BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO 1 _ _ 220.00, 220.10, AND 220.20. THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER SDCO-09, 6-inch Cleonout 169.14 1 lI I 1 I 1 PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO RIM = 171.23 1 1 SDpp_1 1 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE IE=168.51 (6" S)=.: 9D00-14 1 1 2, OR 5 INSIDE AND OUTSIDE. CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS - :- _... ► 1 .. _ NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. IE-168.51 (6" W) 1 174 30 174 30 174 I 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE " 174.23 1_...4 173.78 FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK SDCO-10, 6-inch Cleonout Tajy-1:74:.00< ► _ _ _ _�:.-.`- . ; ...,:-----: 174.00 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE RIM = 171.51 BW 171:,20 3' HIG MAX ► RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND PAVERS SHALL BE TESTED USING ASTM C1781. IE=168.53 (6" W) - - ROCK Y WA{,L _:.. OUTSIDE OF THE ROADWAY. IE=168.53 (6" E) [. ;=_l.'7348` ►..::. -:: ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE IE-168.53 (6" N) B ..< 3. .: �: '. ; . ROADWAY BUT OUTSIDE OF THE CURB GUTTER LINE. / 1 `::. 4, .: _ NEW CONCRETE ,... ►..... . . NEW 10 WDE:. f'l1BL ;:: :, DRIVEWAY ►>..:.. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC SDCO-11, 6-inch Cleonout ..:: . ::Bilit$170., .:> :...: STORM EAS M:ENT:'.'. :::..:: ;: ::• • ..._: ,.::. •... RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS RIM 170.77 ► :.: ; , ;. 17...•4 17 : 1 '.:.:: OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT IE=168.59 (6" S) :: 1:::".::.::.' :1 ► :`. ..: : FOUND REBAR &CAP DISPLAY THE CITY LOGO. IE=168.59 (6" E) = ; ►.:.: i.14'S J OYLER LS 5524 ..t;.: . , . 0.07'W -172.8974. i 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH SDCO-12, 6-inch Cleonout 50 0 ' } 8ID 4N' \ 7 n?" X TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON RIM = 170.83 Coer ^ CE*4 % �� SWDM. o o 1 1 +00 u� GATE 7 N J 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE SDCO-13, 6-inch Cleonout 6" BIRO O I ^ Q I ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS RIM = 174.17 `.�° 1 BI i SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS IE=169.95 (6" S) OTHERWISE SHOWN. IE=169.95 (6" W) i6 Eii- 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF R-404904 SDCO-14, 6-inch Cleonout SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE RIM - 174.05 DRIVEWAY TO THE BOTTOM OF THE DITCH. PROJECT ENGINEER DOES EX-TOPOGRAPHY/SURVEY NKI EY INFORMATION NOTEOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE IE=171.30 (6" N) I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DRAWINGS IS REPRESENTATIVE OF WHAT IS EXISTING AND/OR CONSTRUCTED. IT IS THE SS-3, 6-INCH SS CLEANOUT CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL RIM = 170.93 IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE IE=159.79 (6" S) BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO WORK. UTILITIES IE=159.79 (6" N) AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED. SS-4, 6-INCH SS CLEANOUT RIM = 171.66 UTILITY CONFLICT NOTE: E--160 00 16" N) G� A . T9 4` �F W A Sq/ rl, r ��`y DEVELOPMENT ENGINEERING WASTEWATER UTILITY W a Z o jchavez 04/23/2019 0 Ann Fowler 04/23/2019 U z �osF C/S T1�R�G\���� agafour 04/23/2019 WATER UTILITY SURFACE WATER UTILITY 0 �N DEMOLITION AND T.E.S.C. PLAN 0 O 1 CV U 1 " • 0 5 10 20 \A \\\\ T.E.S.C. LEGEND EXISTING STORM DRAIN EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD POWER SAWCUT LINE CATCH BASIN PROTECTION TEMP. CONSTRUCTION ENTRANCE TEMP. CONSTRUCTION FENCE CLEARING LIMITS SILT FENCE ASPHALT TO BE REMOVED CONCRETE TO BE REMOVED Know what's below. Call before you dig. Dial 811 w- - - -w- - Ie P(OH iannUUnnn°°I --Q ---- - - - --- -.-- a L----- ---------------� DEMOLITION AND T.E.S.C. SCHEDULE ( ESTABLISH CLEARING LIMITS AS SHOWN FOR PROJECT. (INSTALL TEMP. FILTER FABRIC PERIMETER SILT FENCE TO PREVENT SILT LADEN RUNOFF FROM DISCHARGING TO ADJACENT PROPERTY ( INSTALL TEMPORARY CONSTRUCTION ENTRANCE (IF NEEDED). ( REMOVE EXISTING CONCRETE STEPS & DISPOSE OFFSITE. OCOORDINATE THE DISCONNECTION OF POWER SERVICE & REMOVAL OF OVERHEAD LINES TO EXISTING ADJACENT BUILDING (TO BE REMOVED) WITH POWER COMPANY. (D REMOVE EXISTING VEGETATION & DISPOSE OFFSITE. CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON. 2. CALL THE HOTLINE (DIAL 81 1) FOR UNDERGROUND UTILITIES LOCATES BEFORE YOU DIG. 3. INSTALL TESC MEASURES, FLAG OR FENCE CLEARING LIMITS TESC MEASURES SHALL BE MAINTAINED UNTIL FINAL GRADING, PAVING, AND HYDROSEEDING. 4. MARK ALL TREES TO REMOVE AND PROTECT TREES TO REMAIN PRIOR TO REMOVING TREES AS SHOWN. COORDINATE WITH OWNER REGARDING TIMBER LOGGING AND OBTAIN NECESSARY PERMITS FROM CITY PRIOR TO REMOVAL. 5. DEMO EXISTING PAVEMENT AND PERFORM ROUGH GRADING AS SHOWN ON THE PLANS. STABILIZE EXPOSED GROUND WITH SUITABLE GROUND COVER. 6. INSTALL UTILITIES, INCLUDING STORM DRAINAGE, SANITARY SEWER, WATER, POWER, GAS, ETC. 7. PERFORM FINAL GRADING, PAVING, AND SURFACING IMPROVEMENTS. 8. HYDROSEED AND MULCH ALL EXPOSED AREAS. 9. SWEEP AND CLEAN ALL PAVED AREAS, THEN CLEAN THE STORM SYSTEM. 10. REMOVE ALL CLEARING LIMITS AND TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES ONLY AFTER EXPOSED AREAS ON SITE ARE STABILIZED. 11. CALL FOR FINAL INSPECTION OF FACILITIES. 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 Q 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. ik G 3� C) GAS I�STUB i JNE 0 i AGS 0 i i NT F. J3NP ENGINEERING - 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 1 (206) 730-3348 NO. - - _"_ -TV- -W- -W- -W- -W- -W- -W- -W- -W- -W- 1 � 1 FOUND REBAR & CAP -CAP OBLITERATED 0.07'W FOUND REBAR & CAP KJ OYLER LS 5524 0.14'S 0.07'W SURVEYED: DESIGNED: J3NP DRAW J3NP REVISED PER CITY REVIEW COMMENTS PT 4 17 19 PT CHECKED: J3NP REVISION BY DATE APPR -J3NP EROSION AND SEDIMENT CONTROL (ESC) 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 CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. SCALE: VERTICAL: NAVD 1988 1 "= 10, HORIZONTAL: NAD 1983/1991 ONE INCH DAT U M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY G* A • T9 41 of w A s,y/ f j, � O �o 37819 p �� F� � S T ERA`' S70NA L NG 04/17/202 9 CITY OF RENTON Plonning/Building/Public Works Dept. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. DEMOLITION NOTES 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY FIRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT 2. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. FOUNDATIONS BELOW SLAB AND BELOW ADJACENT SURFACES SHALL BE REMOVED IN AREAS OF NEW CONSTRUCTION. REMOVE ALL STEM WALLS, ANCHOR BOLTS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 3. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO COUNTY, STATE AND FEDERAL REGULATIONS. 4. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. 5. DISCONNECT ALL POWER, TELEPHONE, GAS FROM BLDG. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE FIELD ENGINEER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT PERIMETER UTILITIES OUTSIDE OF THE BUILDING ARE TO REMAIN OPERATIONAL. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. 6. PLUG AND CAP ALL EXISTING WATER LINES, AND STORM DRAINS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES 7. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. EXISTING GRADE I TEMPORARY 2.1 CUT SLOPE IP. PROVIDE TEMPORARY SHORING WALL PER STRUCTURAL ENGINEER AS NECESSARY (SEE PLAN FOR LOCATION) 4' MAX. VERTICAL CUT PER GEOTECH. REPORT BOTTOM OF EXCAVATION VARIES (SEE PLAN) TYPICAL EXCAVATION SECTION NOT TO SCALE R-404905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 04/23/2019 SAHOTA RESIDENCE - LOT 22 1133 N. 33RD PLACE CIVIL PERMIT TEMPORARY EROSION & SEDIMENTATION CONTROL DEMOLITION & T.E.S.C. PLAN SHEET DATE: 2/11/19 PAGE- C2 SHEET: OF: 2 3 DocuSign Envelope ID: 6EECF5136-602A4E4A-B435-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-6436-A317AA638878 6' EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 0 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD O AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL w PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE w WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE U MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. z w 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 0 MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE w FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. Q 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN Q DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT = AREAS. Q 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR C/) CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO M ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST, THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, U ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT, 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED_ AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. TOE IN SHEETING IN_j - 4" %4' MIN. TRENCH IT MAX.. III - ---------- PROVIDE ENERGY DISS PATIOI f AT TOE IF EROSION IS LIKELY SANDBAG (TYP) 1 Lr MAX - NOTES: 1. CONDITIONS OF 418E 1-1. PLASTIC COWERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 90 DAYS. 12 PLASTC IS PARTICULARLY USEFUL FOR PROTECTI NG CUT AND FILL SLOPES AND STOCKPILES. 1-3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GR€ENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLAS TC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS MET14DO SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUN -Of F. SUCH AREAS INCLUDE STEEP ARID UNSTABLE SLOPES 2- DESIGN AND INSTALLATION SPECIFICATIONS 2.1- PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.P. If EROSION AT THE TOE OF A SLOPE IS LIKELY. A GRAVEL BERM, RIPRAP. OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.5 TIRES, SANE➢ BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4- SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM 01: 121NCHES AND BE WEIGHTED OR TAPED- S. MAINTENANCE STANDARDS 3,1- TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 32. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY RBMDVED AND REPLACED. 3.3- WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS aTNl'R1A115I NOTEO. DI;AWFNG IS Hot To SCALE (NTSI STD. PLAN - 213.30 • DEPARTMENT PUBLIC WORKS PLASTIC COVERING P�QVMGAZ 9/28/ZO18 1 limp - DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5' MAX. DRAINAGE ORATE TRIM GRATE FRAME _ OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS b FILTERED WATER SECTION VIEW DRAI NAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP-) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECT11ON SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 501) FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS TREE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT PONE) OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. 512E THE BELOW INLET GRATE DEVICE (NGD) FOR THE STORMwATER STRUCTURE IT WILL SERVICE. 5. THE 1316b SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15y B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS O'nfFRWISF NCTFD, DRAWING IS NOT TO WALE (NIT$) STD. PLAN - 216.30 PUBLIC WORKS uPPa �:rn DEPARTMENT CATCH BASIN INSERT C7 Z 9f28/201$ I DATE J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 1 (206) 730-3348 NO. REVISED PER CITY REVIEW COMMENTS REVISION :45 AN 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC T:-I IT MAX. PAST $PAGING MAY BE 1I1C11EA5E❑ 474-MIN. TRENCH J TO&' IF WIRE BACKING IS USED BACKFILLTREHCH WITH NATIVE SOIL OR 314" TO 1.112' WASHED GRAVEL 2'x4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.) 2'MIN. NOTES: 1. CONDITIONSOFUSE 1..1. SILT FENCE MAYBE USED OC�WNSLOPE OF ALL DISTURBED AREAS. 1..2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW -ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 50-TOO SIEVE $LZE (0.60-0.15m FOR SILT FILM )) 5D-100 SIEVE SLZE (0.36-0.15mmFOR OTHER FABRICS WATER PERMITTIVITY (ASTM ❑4491 032 SEC' MINIMUM GRAB TENSLLE STRENGTH (ASTM D4632) 18D LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30%MAX. (WOVEN) ULTRAVIOLET RESISTANCE(ASTM 343M) 70% MIN. 2.2, STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAYBE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANOA$10 4"X4" TRENCH MAY BE REOUCEO AS LONG AS THE BOTTOM R INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 25. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CON70URS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. F CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE; THE TRAPPED SEDIMEP-17 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NCITD. OILA W WC, IS NOT TO $CAL I IN TSI Sib. PLAN - 214.00 4 PUBLIC WORKS DEPARTMENT SILT FENCE GAZ PR 9128/201$ aum<wanc aem.��o DATE SEEDING NOTES :45 A[- 1. SEED MIXTURE SHALL BE EROSION CONTROL SEED MIXTURE, AND SHALL BE APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADER, AND SEDIMENT BASINS. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS' RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. SEED MIXTURE FOR EROSION CONTROL NAME PROPORTIONS BY PERCENT PURITY PERCENT GERMINATION WEIGHT REDTOP (AGROSTIS ALBA) 10 PERCENT 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40 PERCENT 98 90 CHEWING FESCUE (FESTUCA RUBRA COMMUTATA)(JAMESTOWN, BANNER, SHODOW, OR KOKET) 40 PERCENT 97 80 WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10 PERCENT 96 90 ��15jLrLGaaao R=25'MIN� �- r� INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STAN DARDS 4%8' QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 100' MIN. CONSTRUC710H ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY, 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15 MIN. PROVIDE FULL WIDTH OF INORESSIEGRESS AREA NOTES: 1. CONDITION OF i1SE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION 51TE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE. 1 2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNWDTH TO PROVIDE VEHICLE ACCESSMARKLNG. BASED ON LOT SIZEICONFIGURATICN. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS - GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ACS (ASTM 04751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2, DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION B€CAUSE THESE PRODUCTS RAISE PH LEVELS IN 67ORMWATERAN❑ CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH OuARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL 15 NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS. BEING CARRIED ONTO PAVEMENT. 2,4- FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE- 2.5, WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAO IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT $HALL BE USED THIS MAY INCLUDE STREET $WEEPING, AN INCREASE IN THE DIMENSION$ OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET- EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY- WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT PDINTS OTHER THAN THE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHEIIWISE NOTED. 11RAWINC 15 NOT TO SCALE (NT$I STD. PLAN - 215,10 Adftm � PUBLIC WORK PPROVED 3,1 DEPARTMEN STABILIZED CONSTRUCTION ENTRANCE CAZ 9/28/2018 1 Po11t Wadt aemnisvmcr DATr RIP RAP SPECIFICATIONS ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA �11C A • T,9 STANDARD SPECIFICATIONS. C4 of WAS 1 41 `y RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: Q o PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" o :45 A' PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" ,02�,3 781 R<z� SURVEYED: DESIGNED: J3NP DRAWN: J3NP PT 4 17 19 PT CHECKED: J3NP BY DATE I APPR I J3NP APPROWD, T " NA L 04/17/2019 SCALE: VERTICAL: NAVD ,BBB • CITY O F AS SHOWN HORIZONTAL: NAD 1983/1991 RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STOCK PILES 1. INSTALL BIO BERM OR SEDIMENT FENCING/BARRIERS AT TOE OF SLOPE. 2. STOCK PILES ON SITE SHALL BE COVERED WITH POLYETHYLENE PLASTIC SHEETING 6 MIL MINIMUM THICKNESS. 3. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12" OVERLAP OF ALL SEAMS. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. 4. CONSTRUCTION MATERIALS CONTAINING TOXIC CONTAMINANTS SHALL NOT BE STORED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 5. DEBRIS, WASTE AND GARBAGE PILES SHALL NOT BE PLACED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 6. LOCATION OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE PROVIDED BY THE CONTRACTOR AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION. :45 AI R-404906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 04/23/2019 SAHOTA RESIDENCE - LOT 22 1133 N. 33RD PLACE CIVIL PERMIT TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS W U z w w DATE: 2/11/19 Q FIELDBOOK: PAGE - O DRAWING NM C3 Q c/') SHEET: OF: 3 3 W z Li EXIST. HYDRANT 6� O HORIZONTAL: 1"=10' 0 5 10 20 vmmm wv w VERTICAL: 1" =5' 0 5 10 - - - SS SS SS SS SS CORE & CONNECT C� TO EX CB w ® - U / z SD c w Know what's below. RIM:153.75: Call before you dig. IE W:151.60 ?d (12" CONC) V) Dial 811 t49'E OF W W LI NE 0 F LOT 20 wM L }� r, - I u Q LEGEND 0 074 FOUND CASED SURVEY MONUMENT AL p FOUND REBAR & CAP C/7 SET REBAR & CAP 025 ;•� SET NAIL & SHINER 2 ® MAIL BOX z El POWER METER O PP POWER POLE ^P�o POWER POLE W/ LUMINAIRE (^) SEWER MANHOLE CULVERT ❑❑ CATCH BASIN, TYPE 1 Oo TREE, TYPE & SIZE FIRE HYDRANT u WATER METER WM NWV WATER VALVE X X FENCE (CHAIN LINK) FENCE (WOOD) G GAS LINE P POWER LINE (OVERHEAD) SS SEWER LINE SD DRAINAGE LINE QS?QQQS2QQQQSX BUILDING RETAINING WALL ASPHALT SURFACE CONCRETE SURFACE ® DECK - GRAVEL SURFACE HEDGE ROW ROCKERY OFFSITE CIVIL SHEET INDEX R1 N. 33RD PLACE - PLAN & PROFILE R2 ALLEY - PLAN & PROFILE R3 DRAINAGE EASEMENT - PLAN & PROFILE R4 MISCELLANEOUS NOTES & DETAILS R5 MISCELLANEOUS NOTES & DETAILS R6 MISCELLANEOUS NOTES & DETAILS 175 Ice 0 0 145 9+20 N. 33RD PLACE - PLAN & PROFILE SS \SS � � N GO L0 L0 PP W W W W W W W W W N. 33RD P L . ADA ASPHALT TRANSITION F OM END OF 10+00 SIDEWALK, MATCH EX GRAE @ STREET, N 89°04'35" W 11 +00 SEE BLOW-UP DETAIL ON SHT. R2. 50.02' NEW CONC. - + 3 CURB & GUTTER SS SS SS SS SS SS SS- S - - SS S SS SS S SS �S SS c9m 168.41 173.08 BEGIN CONC. CURB GUTTER -\ it 163.73 11 r - - - - S 1 1 + 09, 13.00'RT 7.36% I ► � 49 LF PVC SDR 35 @ �T 23% ' �MEN =1► 9 F 12" PVC SDR' 35 @ 11.94 I I STA 1 5.05, 13.00'RT - - - _ ► ' END C C. CURB & GUTTER STA 10+29.0 1.50'RT �� "' ; STA 11+17.49, 21.50'RT RELOCATE ►\ 00 cn rn o „END CONC. SIDE LK MAILBOX BEGIN CONC SIDE K \ _� � ^ E:173.10' STA 10+29. 6, 26.50'RT 22 LF 6"1 PVG 35 @ 0.50% 131 " GAS �I ; 2k LF 6" C S[�R 35 @ 0.50% ^ i „ F ______STA 11+17.49 26.50 RT 1W 50. 2 }.. ."� .rich .z. �A N 890435 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 @ J3NP E N G I N E E R I N G 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. 1735 POINTE WOODWORTH DR WE LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE TACOMA, WA 98422 UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS (206) 730-3348 SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ADA ASPHALT TRANSITION FROM END OF SIDEWALK, MATCH EX GRADE @ STREET, SEE BLOW-UP DETAIL ON SHT. R2. REVISED PER CITY REVIEW COMMENTS REVISION / - - _- ILA LMLN / t$ WIUL FLAN I LH 51 HIF 26.5' R WN 5' WIDE CONCRETE SIDEWALK 1.5' DEDICATION - _ - ___ 0.5' I"q EXIST. HYDRANT STRUCTURE TABLE CB#1, TYPE 1 W/ STANDARD GRATE RIM = 163.76 IE=159.00 (12" E) IE=159.50 (6" S) IE=159.00 (12" W) CB#2, TYPE 2-48" W/ STANDARD GRATE RIM = 168.44 IE=162.51 (12" E) ` IE=162.51 (12" S) IE=163.89 (6" S) IE=162.51 (12" W) CB#3, TYPE 1 W/ STANDARD GRATE RIM = 173.11 IE=168.30 (12" W) EX CB, RIM = 153.75 IE=151.60 (12" E) I ---- _ = - _ - 58' 13' EX PVMT SAWCUT EX PAVEMENT MATCH _ - - - - - EX SECTION ON N 33RD PL III=11 I=11 I=11 MI MI 1 I I=1 I I=111= .33RD PLACE PLAN VIEW 1=1T10-111-11N-1 1T1=1T1 =III _ _ _ _ _ - - _ _ - CEMENT CONRETE SIDEWALK lir��lir111ir111i1=_ullirillirillir111i11i11iu SCALE: 1 "= 10' LO c9 Lc� c9 N. 33 D PLACE fROFILE VIEW 1 HORIZONTAL: 1 "=10' VERTICAL: 1 "=5' SURVEYED: DESIGNED: J3NP DRAWN: J3NP PT 4 17 19 PT CHECKED. J3NP BY DATE APPR -ROVED: B1a'J I PER C.O.R. STD. PLAN 102 -„ .... .... - - - - - - - - - - PLANTER (SEE LANDSCAPE PLANS 6" HMA CLASS 1/2" 64-22 FOR TREE REQUIREMENTS) 6" CRUSHED SURFACING TOP COURSE CEMENT CONRETE CURB ADDITIONAL STRUCTURAL FILL MAY PER C.O.R. STD. PLAN 101 BE REQUIRED DEPENDING ON SOIL CONDITIONS ���TYPICAL SECTION (N. 33RD PL.) A • T4 WAS111 Q Q o� ►o 37819 p �� F01STER�` S/0NA L NG 0411V2019 SCALE: " VERTICAL: NVD 1988 HORIZONTAL: NAD 193/19911=10' w CITY OF RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INC" SCALE ACCORDINGLY SCALE: N.T.S. n5 Lam A_L!� W11 1W 145 W R-404907 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS L`J DEVELOPMENT ENGINEERING WASTEWATER UTILITY w jchavez 04/23/2019 Ann Fowler 04/23/2019 ' Q WATER UTILITY SURFACE WATER UTILITY agafour 04/23/2019 0jfarah 04/26/2019 _ Q SINGH & SAHOTA RESIDENCES DAM 2/11/19 112 9& 1133 N. 33RD PLACE FIELDBOOK: o2S PAGE CIVIL PERMIT _ DRAWING NO: N 33RD PLACE STREET IMPROVEMENTS R 1 z N. 33RD PL - PLAN & PROFILE s"EET: 1 OF: 6 C/') HORIZONTAL: 1"=10' 00 _Knowbelow. • 5 10 20 Call before you dig. Dial 811 NE m\\ \\"`®\\\® U w 0 w Q CD _ '35" W 50. 2' Q (V Cn 10+00 0 C.� z ME . �; • n5 n0 m K6 ALLEY - PLAN & PROFILE I O II ® I I I = � I I I I s N I I J ! I i _ 10' STORM 1 I EASEMENT 1.. 89� 04 5" W \50.02' �� 1 1 + 0 �` GATE CBf4 EY PLAN VIEW SCALE: 1 "=10' I I I I I STRUCTURE TABLE I I II I CB#4, TYPE 2-48" �I W/ STANDARD GRATE RIM = 169.88 IE=163.11 (12" W) IE=163.11 (12" N) CB#S, TYPE 1 W/ STANDARD GRATE RIM = 165.90 IE=163.30 (12" E) FOUND REBAR & CAP J OYLER LS 5524 0.14'S 0.07'W I ---\� w Q NEW ASPHALT PAVEMENT h (APPROX. 1,800 SF) EX GRADE AT CENTERLINE—\ A] FLUWLINL O STANDARD GIQATE , - 9.88 " IE _ M LO Q0N rn M CDto 0000 �O r Nto to 10+20 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 Q 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. LLEY PROFILE VIEW HORIZONTAL: 1 "= 10' VERTICAL: 1 "=5' J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 1 REVISED PER CITY REVIEW COMMENTS (206) 730-3348 N0. REVISION SAWCUT, MEET & MATCH EXISTING ASPHALT PAVEMENT 12+00 I I SAWCUT, MEET & MATCH EX. PAVEMENT 162.73 1 163.76 163.73 163.18��� IRI i I \ 1 162.73__-- \ o 175 •ems i 1 � / INSTALL ASPHALT TRANSITION W/ \ I 164.66 / 4'X5' LANDING AT END OF \ / 170 SIDEWALK TO STREET, PROVIDE 3' / \ i 4'X5' LANDING WIDE MIN. ADA PATH TO STREET TO MAXIMUM EXTENT FEASIBLE. / 1 4.50 -1.0 . 155 11+40 / 164:63 :.� .:....... 1 / ;n WM I � I 4' 5' WIDE CONC. I � -'� SIDEWALK I � STA. 10+25 ADA ASPHALT TRANSISTION BLOW-UP LE: 1 "=5' DAYLIGHT TO MATCH EX GRADE (3:1 TYP. OR 2:1 MAX.) EXISTING GRA V--� 12' ALLEY F " CRUSHED SURFACING 1 11 u , L TOP COURSE -SS- SS 1 7 SS SS SS — 173.08 173.68 1 173.30 ♦\ 0% SAWCUT, MEET & /d1° /- MATCH EX PAVEMENT 173.32 N � �.00 G _ G INSTALL ASPHALT TRANSITION W 4'X5' 173.40 LANDING AT END OF SIDEWALK TO TREET, ° PROVIDE 3' WIDE MIN. ADA P TH TO ' �° STREET TO MAXIMUM EXTENT FIE SIBLE. ^� �77 �o / C° 5' WIDE CONC. / SIDEWALK 173A 6 -1.0% 173.20 4'X5`: LAN ING ° b\ < 173.21 17 STA. 11+25 A�AASPHAL�TT RANSITION �BLOW-UP ADDITIONAL STRUCTURAL FILL MAY r,it A. ?' BE REQUIRED DEPENDING ON SOIL 4� pF W ASIjI CONDITIONS TYPICAL SECTION (ALLEY) °" z A SCALE: N.T.S. SURVEYED: DESIGNED: J3NP DRAWN: J3NP PT 4 17 19 PT CHECKED: J3NP BY DATE APPR --mm J3NP SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 19W/1991 DATUM �o 37819 p �� �� f 01 S S70NA L �Np 04/19/2019 CITY OF RENTON Plonning/Building/Public Works Dept. SCALE: 1 "=5' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY , w jchavez 04/23/2019 jfarah 04/26/2019 Q C) Q SINGH & SAHOTA RESIDENCES DAM 2/11/19 112 9& 1133 N. 3 3 R D P L A C E FIELDBOOK: PEE CIVIL PERMIT _ DRAWING N0: N 33RD PLACE STREET IMPROVEMENTS R2 ALLEY -PLAN &PROFILE SHEET: OF: 2 C 6 DRAINAGE EASEMENT - PLAN & PROFILE m W z Li L� �- �,- oo � 00000000�o�o... VERTICAL: 1" =5 Know what's below. Call before you dig. Dial 811 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 @ 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. rt •I II ► • I,INNES�.� STRUCTURE TABLE CB#2, TYPE 2-48" W/ STANDARD GRATE RIM = 168.44 IE=162.51 (12" E) IE=162.51 (12" S) IE=163.89 (6" S) IE=162.51 (12" W) CB#4, TYPE 2-48" W/ STANDARD GRATE RIM = 169,88 IE=163.1 1 (12" W) IE=163.11 (12" N) 175 155 I / / I / II - I 00 1�2 cg N N ur -r- - It DRAINAGE EASEMENT PLAN VIEW SCALE: 1 "=10' I ME I LF6"P' �0' 171.29 '' '171- b\ I 7 M N L N (n re z r w cTI IX N o o N o w cn U a / T N Ln lJ r (N L/ F Cn ry W (n 1► (n ICn 168.41 / 35 d O.50% I � r r N STUB I (n L I M Ln / o -_III■ • t���=•1•ll=•L���=�•R•1�![•�IIIIIIIIIIII■-_III■ -1111111 �-1111111 - IIIII, - IIIII, - IIIII, YY L - IIIII, - IIIII, - IIIII, IIIII, - IIIII, _- �I �MEL�;:� - _ ° OF . :: ���.17��4.11•IC�U : ii- � �a•r�risv� • L81 15 J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 (206) 730-3348 NO. \/ \/ \/ \/ \/ \/ \/ \/ \/ 1DRAINGE EASEMENT PROFILE VIEW HORIZONTAL: 1 "=10' VERTICAL: 1 "=5' REVISION SURVEYED: DESIGNED: J3NP DRAWN, J3NP CHECKED: J3NP BY DATE APPR A'ROVEJ3NP SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1+40 A • T4 41 of w A s,y/ f j, �0 9 37819 p �� F��STER�` ��� S��NA L �-NG 04117/2019 - N CITY OF RENTON Plonning/Building/Public Works Dept. R-404909 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY , jchavez 04/23/2019 jfarah 04/26/2019 SINGH & SAHOTA RESIDENCES 1129 & 1133 N. 33R D PLACE CIVIL PERMIT N 33RD PLACE STREET IMPROVEMENTS DRAINAGE EASEMENT - PLAN & PROFILE DATE: 2/11/19 PAGE: R3 SHEET: Z OFc c ME DocuSign Envelope 10; 6EECF5B6.602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF586-602A4E4A-B435-A317AA638878 DocuSign Envelope la: 6EECF536-602A-4E4A-B436-A317AA638878 DocuSign Envelope 10; 6EECF5B6.602AAE4A-B436-A317AA636878 Ln W U z LIJ 0 LMMLI O Q n W z �i z TRENCH WIDTH, ME NOTES PIPE ZONE BEDDING AND 111 RACKF ILL, SEE NOTE 4 9" FOUNDATION LEVEL FOUNDATION MATERIAL. IF REQUIRED, SEE NOTE 5 O.D TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN BACKFILL, SEE NOTE 4 7 RISE FOUNDATION LEVEL RIGID PIPE NOTES. 1. PIPE COMPACTION LIMITS SHOWN CN THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN A TRENCH; THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH, 2. O.D. 15 EQUAL TD THE =SIDE DIAMETER OF A PIPE OR THE OUTSIDF $PAN OF PIPE -ARCH. 3. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 4 PIPE ZONE REDOING AND BACKFILL MATERIAL SMALL 9E PLACED IN 6- LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY. 5_ EXCAVATE U NSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD W SDOTIAPINA SPECIFICATIONS SECTION 9.03.17 ® GRAVEL BACKFILL FOR PIPE ZONE BFUDING IWSOOT %-0N-AZ(3A OR MAINTENANCE ROCK IWSDQT 9-LI9.W41) FOUNDATION MATERIAL, L 6" IF REQUIRED, SEE NOTE 5 PYPETYPE MINIMUM PUBLIC? PRIVATE? ALLOWED INZONE I COVER [MOIF THE APA7 CORRUGATED 2-1) YES YES YES STEEL PIPE SPIRAL RIB STEEL 26 YES YES YES PIPE PLAIN CONCRETE PIPEIPCP} 213 NO YES NO REINFORCED CONCRETE PIPE 1,0 YES YES NO IRCP) CORRUGATED OR SPIRAL R113 2J3 YES YES N0 ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" 12" 3(r TO S6' DIAMETER 13 102" TO 180" 4V PIPE-ARC16 SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TD 36" 12" 43, TO 142" 5PAk f 3 148" TO 199" 48' UNLESS ❑THERVVISE NOTES, DRAWING IS NOT To SCALE INY51 STD, PLAN - 220,00 ��y PUBLIC WORKS PIPE ZONE BEDDING AND APP$ ED [ice ❑EPARTMEI�T COMPACTION - RIGID PIPE GAZ 917$I2018 1 ELAN TESTING DETAIL so rr • C NEW 0,1, WATER LINE TAPPING TEE (MJxFL) VERTICAL CRO5S(MJxFL) FOR POLYPIGGING TAPPINC GATE VALVE (FL XMJ) 1-13LIND FLANGE ON TOP WITH 2- TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-EIUNO FLANGE ON BOTTOM AND 2-;NCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2-TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL f ' NEW D-I. WATER LINE AFTER ALL CLEANING 8Y POLYPIG; PRESSURE It5TING AND DISINFEC1TON, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) de 0.1. SPOOLS FINAL CONNECTION ElY CITY FORCES NOTES; 1. TAPPING TEES 5HALL LIE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL 13E WATER TESTED BEFORE YAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER T14AN THE EXISTING MAIN. .3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4- WET -TAPPING OF EXISTING CITY OF RENTON WATER MAIM WILL BE DONE BY $PEER TAP OR SUPERIOR TAPPING IkC- 5- CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LIME OR STAB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. '•. CITY FORGES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D_I. SLEEVE AND MI. SPOa_ STD. PLAN - 300.1 r� PUBLIC WI7RTtiS CONNECTION TO WATER MAIN WITH « ' DEPARTMENT TAPPING TEE & VALVE MARCH 2010 :45 M SEE NOTE 4_ IJMIT OF PIP€ ZONE PIPE ZONE BF-­- BACKFILL, SE FOUNC LEVEL FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE S FLEXIBLE PIPE ® GRAVEL BACKFILL FOR PIPE IONE REDDING (WSDOT 9A3.12I31) OR MAINTENANCE ROCK (WSDOT 9-03.9(4D FLEXIBLE PIPE NOTES: 1 PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2 HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY_ A. SEE STANDARD W540T1APYVA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 5 PIPE ZONE BEDDING AND BACKFI ILL MATERIAL SHALL 9E PLACED IN 6' LOOSE LAYERS AND COMPACTED TG 95% MAXIMUM DENSITY. B EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WI TH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WEDOTIAPWA SPECIFICATIONS SECTION 9-03.17- PIPE TYPE MINIMUM PUBLIC? PRIVATE? ALLOWED IN ZONE 1 COVERIFTI OFTHERPA? LINE CORRUGATED POLYETHYLENE PIPE (LL:PE) 2-1)YEs YES YES CORRUGATED POLYETHYLENE PIPE ICPE)- TRIPLE WALL 2.9 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY 20 YES YES YES POLYETHYLENE PIPE tHOPE) OTAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TD 24' 12' 30' TO 96" DIAMETER 13 102" TO 100" 49" UNLESS OTHVR1Al15E NcltO. DRAWING IS Hot TO SCALE [NT$( STD. PLAN - 220.10 • PUBLIC WORKS PIPE ZONE BEDDING AND pPR D DEPARTMENT GAZ 9/28j2418 j COMPACTION - FLEXIBLE PIPE Pa1161Mmb 41mnl-,aic hw- DATE 13'n24" PLASTIC METER MIX EQUAL To MID -STATES PLASTIC" INC. BCF SERIES MSBCF 1324-18 WITH 1,75- THICK DUCTILE HRON DIAMOND PLATE GQVEH EQUAL TO MID -STATES PLA5T1C5. NC. MSCBC--1324 R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WA TER MAIN R" MIN . 12" MAX FINISH GRADE if N C) O 22 -1 /2' CITY PRIVATE PI Pee. PWN6 IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT 91 PROPERTY LINE WITH 12' Cc LONG COPPER TAILPIECE. M ccSIDEWALK 'CI'TY FTOUCHREAD WATER METER TD BE 12" SUPPLIER BY THE x -TYPE "K" SOFT o 0 COPPER TUBING IF SERVICE LINE TO HOUSE 15 3/4" OR I" TO 13E INSTALLED IN THE FUTURE GALVANIZED INSTALL roRD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING `LDOP DOWN TO CENTERLINE DF WATEn MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5_/8"x314" METER: FORD SERVICE LINT! TO METER. V13H72-15W-44-330, OR McDONALD BRASS: 21-275WC0033, OR MUELLER! Sr4-13-247D-2 WITH ANGLI` eALL VALVE ON INLET AND SNIGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FQRD VDH72-T5W-44-441]. OR TAPERED THREAD (CC). -QUICK JDINT MCODNALD BRASS: 21-4T5WCQQ44, OR MUELLER' 1-8-2410-2 '3/4- F81D00-3-6) OR AY MCDONALO 47015 BOTH INLET AND OUTLET WITH QUICK' JOINT. PADLOCK WINGS -ON 1" F91400-4.-0) OR AY UCDDNALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH DUICK JOINT. NOTE_ - ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAWD DRIVEWAYS SHALL BE CAST-IRON EQUAL To ❑LYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SITES OF METER BOX. I L - A DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LIT? F rYPIcAL 1 RO 1 NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST I" FROM UNDERNEATH R155 UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WOIZIk.' 4" AND V WATER SERVICE STD. PLAN - 320.1 ■ i DEPARTMEN] NOVEMBER 2009 J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 (206) 730-3348 NO. REVISION :45 M I SEE STANOARal PLANS 110. 11D.1, 110.Z, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS 12• MIN. EXISTING PAVEMENT SURFACE NEAT LINE TRENCH BENCH AS NEEDED FOR f SHORING SYSTEM WHEN J/ DEPTH IS W OR GREATER _ PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.30 AND 220.10 in/ UNPAVED AREAS I SEE NOTE 1 PAVED AREAS I 6' MIN. .6EE NOTE.4 "CRUSHED SURFACING TOP COURSE' PER WSDOT STD. SPEC 9-03.9(3}- COMPACTED 74 95%GF MAXIMUM DENSFTY 'rRUSHED 5URFACING TOP COURSE' PER WSDOT STD. SPEC 9-03.9(3). "BANK RUN GRAVEL FOR TRENCH BACKFILLa PER WSDOT STD. SPEC 9-0a.19. OR'GRAVEL BORROW" PER WSDOT ST6_ SPEC 4-03.14{1 }, COMPACTED TO95Ye OF MAXIMUM DENSITY NOTES: 1. SEE WSDDTIAPWA STANDARD SPECIFICATIONS SECITDN 2409-4 FOR MEASUREMENT OF TRENCH WIDTH. 2- EXCAVATIONS OVER d' DEEP SHALL COMPLY WITH THE SRFETY STANDARD DESCRIBED IN CHAPTER 29r,155 PART N OF THE WAC 3_ MAXIMUM SACKFILL DEPTH ABOVE PIPE SHALL NOT RE EXCEEDED, AS DETERMINED BY PIPE MANUPACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE'CRUSHEO SURFACING TOP COURSE' FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE 5 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, UNLESS OTHERWISE NpTEG, DRAW LNG 15 NpT TO 5CALE IN T51 STb. PLAN - 220.2:Al PUBLIC WORKS TYPICAL TRENCH AND BACKFILL [PROVED �Iz812j DEPARTMENT CAZ P.Ie1.1YmLx A,ImMoioiw SURVEYED: DESIGNED: J3NP DRAWN: J3NP CHECKED: J3NP BY DATE APPR APPwmD-' SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 19MIlNI DATUM :4S Ar PRIVATE ROOF DRAIN COLLECTOR PIPET L07 LINE, TYR 6' OIA MIN.. G" QK MIN. ROOF DRAIN PRIVATE TYPE 1 0 5% MIN. SLOPE. 5'MIN. CATCH BASIN STULJ WITH CLEANOUT (TYP,d (Typ ) 2 FT MIN. COVER HOUSE (FYP,T I I I I I I a MIN. *� SD ® SO 3D 90 PRIVATE JOINT UTILITY EASEMENT CURB, SIDEWALK CD'Y STORM DRAIN (SD} SYSTEM 5'MIN. WIDTH R.0 W_ LINE PRIVATE STORM DRAIN [SD) SYSTEM, a" MIN- DIA. PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH 9ASIN ICU). MIN, SLZE TYPE I CLEANCut TYP AT EVERY 9T. DA 2ND 45' tIEND, AND AY 103' MAx SPACING ON STRALGHT SECTIONS NOTES: 1 SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS 2. THE ROOF AND FOOTING DRAIN SYSTEMSARE PRIVATELY MAINTAINED. 3. FLOW PATTERN SHOULD BE TO THE NEAREST CS IF GRADE ALLOWS. OR TO THE NEXT DOWNSTREAM Co. 4_ R.GOF GRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAA PEAK FLEW. 5. PVC PIPE MUST BE SOR 35OR7HICKER AND MEETTHE REQUIREMENTS OFASTMD3034. $. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MLJ5T RE WHITE IN COLOR 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NIT To SCALP I N I'S 1 STD. PLAN - 225.00 � PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR % ❑EPARTMENT C7AZ 9/2812018 1 COLLECTION SYSTEMDATr A • T9 4� of WAsy', 0 �o 37819 p �� FG' S s/0NA L NG 04/17/2019 w . CITY OF RENTON Plonning/Building/Public Works Dept. :45 Al' R-404910 I z IN COMPLIANCE WITH CITY OF RENTON STANDARDS `-LJ DEVELOPMENT ENGINEERING jchavez 04/23/2019 Q O Q DATE: SINGH & SAHOTA RESIDENCES 2/11/19 112 9& 1133 N. 3 3 R D PLACE PALDBooK: CIVIL PERMIT PGE _ DRAWING 140: N 33RD PLACE STREET IMPROVEMENTS R4 z MISCELLANEOUS NOTES & DETAILS SHEET: 4 OF: 6 LLJ U z LIJ '0 V LIJ 0 Z z M. FACE OF CURB a 12' 1R• R. I I- R. r 24 P + TOP OF ADrYR. ROADWAYI'. T j J m 7 y 1 Er f CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE Or ADJACENT CURB y81n" FLUSH WITH GLITTER PAN AT SIDEWALX WIMP ENTRANCE tat 124 TOP OF 1id-R ROADWAY I } DEPRESSED CURB SECTION AT SIDEWALK RAMPS P. 110 PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 5• CE MENT MNCR= 1r2"0. 1_R SIDEWALK RAMP VARIES OR LANDING FROM 6•TOO s- r 3f8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTR€AN CURB AT SIOEWA-K RAMPS ,AND LAN DINGS FACE CIF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF Ir'R. ROADWAY 2' 1 i 1 in 1-� f DEPRESSED CURB SECTION AT REV DENTAL DRIVEWAYS ONLY_ FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURS FACE DF ADJACENT CURB GUTTER SURFACE 1' R_ 1" R_ - 6 V2"' � 512- 1Fi"R. J � TOP OF ROADWAY :e r r e tf4" F CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT f&SIDENTIAL OR COMMERCIAL IJRFVEWAYS, AND ALLEYS GENERAL NOTES: 1 See Standard pfam 102 erld 101.1 For curb expansion and mn"ctw juril Spednp. Z. E"nsian joint shall be full depth. I/Ir {in.} pmr-iolded joint Fillor. 3 For Depre"ad Wonolithic Driveway Curb 8 Guitar SWidn, see Standard Plan 11142 PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN -- 101UEPARTMENT 71/ �{t 1l' VARIES 1' I T• _ I MINI MIN � MIN r MIN SHEQ16L NOV-- fM THE EVENT TRANSVERSE PATCHES EJrIST WITHIN THE AFFECII0 STREET, THE LENGTH Of THE PATCH SHALL EZ EXTENDED TD INCLUDE ANY EX#STING PATCH WITHIN 10 1 FEET OF THE EDGE OF THE PATCH REQUIRED + FOR THE NEW CROSSING AND ANY I i SUBSEQUENT PATCFI EDGE WTHIN 10 FEET Or THE EDGE OF THE SECOND PATCH AND I 4 5D ON UP TO A TOTAL OF 3Dp FEET j I I FACE GF GUTTER OR ' OCE or PAVEhPEfJ7 I. II-- � TRAFFIC FLOW I f� 2" HUA +j { I 1 CENTER LINE OR LANE LINE 2" TO 9" HMA 6.5- MIN. 2- DEPTH OF PLANING OR SAWCUT AND REMS)q vARiEs: s.s' MIN. 1' 1' VARIES q11 DEPTHOF EXISTING PAVEMENT NIN MIN FAI 2" SAWCUT AND REMOVE OR PLANE. SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR- 4000W (EACH SIDE) E17 CRUSHEb $URFACING TOP COURSC CCSTC) 2- HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, SANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL WSOOT1STANDARD SPECIFCATIONS3.14OR(NATIVE MATERIAL IF APPROVED IN WRITING 6Y ENGINEER BASED ON GEDTECH REPORT, COMPACTED TO R5% MODIFIED PROCTOR, WIDTHIMPROVEMENT OF TRENCH A5 REQUIRED BY SIZE CF CATIONPROPOSED2 IMPROVEMENT {SEE EVZOTFOR STANDARD SPECIFICATION 2-09:4} PLUS AN ALLOWANCE FOR ANY SHORING. SHORING. IF PIPE IONS BEDDING. MATERIAL-- SEE STANDARD NEEOED, SHALL MEET THE REQUIREMENTS DF WSDOT PLAN 1101 STANDARD SPECIFICATION 7-08.3(1)9 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN kMl TYPICAL TRANSVERSE PATCH FOR SM. PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID `VPR i.'I DEPARTi�Ik:M1'P PAVEMENT WITH OVERLAY 3 f$• PREA1=ED JOINT FILLER (TYP) RWEOF CEwwIl "Wor FRAl,IE8t3R10E Ct1FM � 6 lIr L 13" (1,09' 51 1• I f 2R. 1 R- MATCH PAIN AY GLOM o • o- REGM 8 ' • SECTION GENERAL NOTES. --BMNCFMZ f8R X 5j8"0 Dl1MMYJO(N7 If FWM AW GRATE- MW W-LUDED IN CUMANO GUifM11110 ITF!'M TOPIDF R0ADw1kY . y. AGIIiBifl�ll'I'SECt!SdH••FJG:1NC111nF.0 ,� • ' • 17r CURBAHD OLFrl6i BID CrvM '' LLr17L'FTgAS:N-!'M7'TflJCt.YDE4 ••� IN Cults AND$urmi 01D TT�rI D a@E NCrfE2 ACEPE�f1D 1. 'rho Indent of 9ft design is to fso ifte ilia FOMOV l of raft basin with do-imel T;l>'S1<1fll rm of the aft. 2_ The expanslon jatnts of t17e adjawd sldeMralk aWl - be -adjusted to be In - One vd1h them curb expenolon Idnts ISOljE4C VIEW CEMENT CONCRETE CURB SAD. PLLN - PUS= MRKS INSTALLATION AT PRO ❑: DEPARTMENT CATCH BASINS LANE LINE MARKING VARIES! 4,5' MIN, SAWCUT AFTER BACKFILL . DEPTH OF EXISTING PAVEIVENT 2" - S" HMA J (SEE NOTE 2) 1 EDGE OF PAVEhAENT, EDGE T OF CURB & GUTTER, OR MIN. /2"SAWCUT MIN. CENTER OF LANE MARKING 2" HMA {SEE NOTE 2) 5" CRUSHED SURFACING TOP COURSE (CSTC) (9-03,9(3)) PER WSCCT STANDARD AND REMDVE Sf ECIFCATION5, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-400DW C5TC, BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO MDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED (MPROVEMEN-F (SEE WSDOT 57ANDARID SPECIFICATION 2-09.4) PLUS AN PIPE -ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING_ SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-.08.3(1)B L � • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SANE) WITH 957. PASSING A #4 SIEVE AND LESS THAN 52 PASSING A #200 SIEVE N ❑ I ES; 1. WHEN EXISTING PAVEMENT IN A LANE REOUIRNG A FULL MOTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE CEPTH PER CITY STANOARO, WHICHEVER IS GREATER. 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNLSS SHALL 6E HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN N4 CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACIfFILL" ENCROACHES INTO AN ADJACENT LANE, CUR15 & GUTTER CR SHOULDER, THE AFFECTED LANE SHALL ICE PLANED AND OVERLAID WITH HMA FULL WIDTH. THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4, IF TRENCH UNDERMINES EXTSTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT_ 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL 9E REPLACED TO MEET ADA STANDARDS, TYPICAL LONGITUDINAL PATCH S . PLAN - 110.1 >► PUBLIC WORKS FOR FLEXCIBLE PAVEMENT DR DEPARTMENT RIGID PAVEMENT WITH OVERLAY l� f J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 (206) 730-3348 NO. REVISION C RAISED EDGE DETAIL 1 T Srj VDIEWALK LEVEL 1q't>Ml i[ "Y On END WOEWALK TPAtM ERSE JOINTS TO INCLUDE RAISED EDGE 3 C i�N1 PREMDLgEp�O.rFKR L6t TWIXAL WHORE APPLrAPAZ � RI7U DiN4 - 1 Trr N R 1TW1 P 1 . Fr 4 1.Si FOR CURB 6EiN1E SEE STD PLAN 01 1'ORyR • ... �QY; .0 _ '-•bi•-- _-• y.• CRUSH 0 RWAOCD*AY . 1' •P SIDEWAILiL RETAIL - THIS 1lrPICAL UNDER SIDEWALK DRUSHEL81Mi ADW TOP Govim it 1f q ALO, CUTLAM, 11{ [IM R {TYP.] `7WFFH RAISED EDGE C'MPACT TO 95k V001FIED PRLICTCX- (UNLESS AJ gWRE7WEMT YMMM 9Y ENCAKEGUTTER A S tkX KORCURIDETAILS 51OMAL L CHL UNDER DER CILM&GUM#[tOeE£TlICKE66oR SEE RTO P► AID1 r% -_"� MATCH EIM341NG ROADWAY CRIt51ED ROCK • .. ?• `a=="• RASE. VAICNEVER IS GRFATEROW FOR AU CURB d GIfRER7 F I FINISKED GRADE 1" (IN IIELM 7-0' 6ihfWAlklL TOP ❑-C'OIIL•RET6 SURFACE ADJACENT TO CURB r-cr Y-o- ON. ROu LNG v2,1IIIitfr`m) �2- 1 FORCURROSTAILS SEE BYO Pr_nN 101 BADGE OR PEDEyTRIAN a . •...{ 1 RULING g� AAIACEHT TO CURB BA19RIEFI - SEE Firma CURB DkrAILS SaDE1NALa SEE STD PLMr lot lS17ER FILL SLOPF S; CGwTRAGT FLANS 9a ALL OR ME4 l l 11r0NIR rrYP.) %+ SIDEWALK FLU I 1ri N I R VERTICAL WALL __. ._�__. •� ■.• SEE DETAIL •� � Oro TF JOIIt7m ITT FILER 1LiER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE JOI7TF GILLER TREATMENT 91DEWmx BUFFER stRlP SIDEWALK ADJACENT TO WALL DETAIL 67<WALK i86E NOTE 10) gECTtO•IS 7!7 {IM R 7 frYr.} T.56MIN. FDA ruRe WFAAS SET: 5TD PLAN Mh - BRpg1AE0 FINISH GRAVSTCH OOSTING � .•wTpE.snPDorrr 5-� Lit TROWELED PERIMETER FTFPI8HE0 GRADE O(R )STING- FOF CONCRETE SURFACE Fv7R PLAINFLUSFI IF P✓ti1rED a f � �. • Q' J c:WEIfrcONcRErEcUR% ADJACENT } -~�` ~ } .. (CUR8AN R 3H OWI, TO BUFFER STRIP - FOR Cl1Ra DETMLR SEE STD PLAN 101 WTOW NOTES• .• . 1_ Far leol cf 1hp Sidewalk width shall t>d the minimum pedowlan • ' s • ,. T accessl6le mule "a free of vertk:sl �': IN SIDEwALLN ONLY • ' ..I •�,' '• and rlodLpntal ObSVDCtionn. Grnhr%gm. j AcW5* covers. jjncban B3axe5, - .` F1I.L•CEPTH EXPANsigN JpNT NIarJF1P COMO Vaults. PUN 9oxes am other .• �I` j CURaANDSADEwrlxlsce sra PiMU .y eppunenaf,ces within Inc sidewalk �� yg MUM Ile flush with SW3f®ce, and match � '�� grade*( the Sidewalk `* r JOINT AND FIN ISH " DETAIL • .. 2- ManaUINS Cement Concrete Curb and • * • •• • •� �', Sidewalk Is not permuted In new For other referenced NOTES see donstrucrion. When neplseameRl wort STET PLAN 1442_ • �■ necelsitat- a Momliti lc Cement Concrete Curb build per WSDOT JDINr rea.ER Standard Pion F-30_I"3_ Paved Sudece6 rnu51 com;Ay µSU1 STD PLAN 1D2.1 as a Irca-Ne. E EXPAN91ON 3. Concrete m be 4,id00 AST. pP FJrPAN51 ON JOINT - n PUPUBLICC WORKSOWORKS CECEMENT CONCRETE STD. PLAN 102 f DEPARTMENT' SIDEWALK N'-/JIT.11W3�t ICMT! I7 SURVEYED: DESIGNED: J3NP DRAWN: J3NP CHECKED: J3NP BY DATE APPR N"mD. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 198a HORIZONTAL: NAD 19W/1991 DATUM NOTES, 1. NatItsnd. 2- All ramp and landing edges shall be separalWy formed. 3. Utilities a lrucluras ftl must Twain are In be made hen -Op at nw-11lid. A. UUlitiBs strUrAUMS suds as vauits and junclion boxes shall not be located In the Padesinan Access Route (PAR) of II1a Pedestrfeti Girculafilln Route. 5. Drainage appurlen.-mms, such as mznholes, catch basins. etc. shall nut be lacaled in file PAR. These sht7Lid be Corded In the St mel or I he bUfler ausp, 5- Aceembte pedestrian acom ahall oe provided for during mnalrucdon. ti G STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN s'I'F'[ TI • DEPARTMENTCEMENT CONCRETE SIDEWALK �J1y�Ao �_ G� A. TRA WASy,, r� � 37819 O �� S F� l S T ERA`' ��`` S��NA L E��' 04/17/2019 CITY OF RENTON Plonning/Building/Public Works Dept. _.rem Lrrmre- A, Ps*%Wwka•dnr"Illbl" v J W R -404911 Iz IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ 0 DEVELOPMENT ENGINEERINGIL ` LJ.J jchavez 04/23/2019 Q O Q SINGH & SAHOTA RESIDENCES DATE:4/17/19 112 9& 1133 N. 3 3 R D PLACE FIELDBOOK: o2S PAGE - CIVIL PERMIT _ DRANTNG NO- N 33RD PLACE STREET IMPROVEMENTS R5 z MISCELLANEOUS NOTES & DETAILS SHEET: 5 OF- c/') DocuSign Envelope ID: 6EECF5B6.602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF586-602A4E4A-B435-A317AA638878 DocuSign Envelope la: 6EECF586-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6.602AAE4A-B436-A317AA636878 ME 4* FRAME AND VANED GRATE 'i �1% T. 4", 6', 12'. OR 24- ONE #3 BAR HOOP FOR 6" HEIGHT INCREAIFNT (SPACED ERUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 1 � I I *3 BAR EACH CORNER 43 BAR EACH SIDE #5 EAR EACH WAY v PRECAST BASE SECTION #3 BAR HOD' PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN lY CONCRETE ALL METAL PIPE IV CPSSP', iZ„ SM. SPEC §.H-x SOLID WALL PVC, 15" STD_ SPEC. ms_12(1} PROFILE WALL PVC, STD. SPEC.9-05.12(2} 15' • CORRUGATED POLYETHYUNE STORM SEYIIER PIPE NOTES: 1 AS ACCEPTABLE ALTERNATIVES 70 THE REBAR SHOWN IN TFIE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPEGFFICATION D-05.500A OR WIRE MESH HAVING A MINIMUM AREA OF D.12 SQUARE INCHES PER FOOT SHALL BE J5ED WITH THE MINIMUM RECUERED RESAR SHOWN IN THE ALTERNATIV£PRECASTSAB!ESECTION. WIREMESH SHALL NOT 8E PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HAVING A MINIMUM AREA OF 0_12 SQUARE INCHES PER FOOT MAY BE U SED 2. THE KNOCKOUT DIAMETER SHALL NOT HE GREATER THAN 20". KNOCKOUTS SHALS. HAVE A WALL THICKNESS OF 2" MINIMUM 702.5" MAXIMUM. PROVIDE A I.5- MLNIMUM GAP BETWEEN THE KNCCKCUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARC SPECIFICATION 91-U.3. 3_ THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE POWH. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR_ AND THE WALLS MA? BE SLOPED AT A RATE OF 1 H:24Y OR STEEPER. 5, THE OPENING SHALL BE MFASUR€ I AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE E FOR NON$HR INK APPLICATIONS SIN ACCORDANCE WITH STANDARD SPECIFICATION 9120.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD 5PEGIFICATION 4-04.3. THEN APPLY MORTAR TO INSIDE AND CLRSIDE OF ALL J04NTJS. RINGS, RISERS, AN ❑ FRAMES. 9, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL EE ADJUSTEO TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLASH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL EE TRIMMED FLUSH AND SEE NOTE 1 INVISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS a1HERVV15E NOTED, DRAWING 15 NOT 7p SCALE INTSI STD. PLAN - 200,00 PUBLIC WORKS DPP$ Eb' 14 DEPARTMENT CATCH BASIN TYPE I GAZ 9/28/201s 1 43 BAR EACH CORNER 1B' MIN. RECESSED Not to Scale LOFT POCKET FRAME o U � ' 3/4" LETTERING 'SEWER'I^D DIAMETER , 2'-0' SEWER (2) BCLT SOC. (ALLEN HEAD) 1 (� 5/8" - it % 1,5 STAINI�E55 C� I� STEEL u REF. PART #'44981177 o u o T 1-3/16" 8" CLASS / 5/8„ ASPHALT „$'P 10-1 2" 1/4" 7 2-1/4* BOLT DETAIL I i 4" f 12-3/4"� 8" 11" -i 2-1/4 CAST IRON RING AND COVER 45" (1/8) BEND -- 45' (1/8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER ROJE51 1. 9" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. No. 3698 (PRODUCT NO. D0359803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. Z IN UNIMPROVED AREAS, POUR A 1'-0" TH10(. V-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. STD. PLAN - 443.1 Vw R11PUBLIC WORKS 8" OR 6" CLEANOUT A "ROVED DEPARTMENT FOR SANITARY SEWER MAIN G r.A 1 :45 A CATCH BASIN F RAME AND VANED GRATE PER STD. PLAN 2-04.09 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR_ (TYP.), SEE NOTE 5 4MIN. 23" MAX. w MAX. FLAT SLAB TOP 48', 54%60', 72'. SP, of 98". 127 OR 144" SEE NOTE C TYP. 15' MAIL FOR - MAkNTENANGEg--\ STEPS 4R LADDER ` 1 r LT1'P.) 1` MIN. 4 'O'24" 2.5-MAX 1 REINFORVNGSTEEL, ITYR) MIN. 12" MAX. I GRAVEL BACKFILL FOR PIPE ZONE lr BEDDING PER WSDOT STD. SPECIFICATrON SECTION 9.03 1213! 6' 17 SEPARATEBASE INTEGRAL BR5E PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WREN HEIGHT IS 4' OR LESS. 2- THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FAC ILITATE CLEANING. 3, THE RECTANGULAR FRAME AND GRATE MUST BF - INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Z' MINIMUM TO2-5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. APTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9,04.3 5. ALL GRADE RINGS, RISERS, AND CASTINGS $HALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 41�-D4.3. S. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR {KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTI NG TO AN EKi5TING PIPE, LIMAFAD MCATED SAND COLLAR QF THE SAME MATERIAL AS THE CONNECTING PIPE 7 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 6. 1` IM 1E SHALL BE ADJUSTED TO PAVEMI=NT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITHPAVEMENTAS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL M TFUMMEb FLUSH AND REMAIN VISIBLE UPON COMPLETION_ CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN_ BASE THICKNESS MA]UMUM KNOCKOUTS2E MINIMUM DISTANCE BETWEEN KNOCKOUTS 4W 4" 6" B6" B" ws 4 " a 42 e w 5" 8" 49' 8' 72' B" 8" I 80` 12, w 86 1-e 1 12" 12` 95' 8" 1Y 34" 12' 120" IT it 96" 12' 144' 12" 12' 10R' 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL NTH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC' PROFILE WALL PVC' 48" 24, 30" 24' 30, 30" 54" w 36, 30` 36, 3r 69" w 42- 36, 42- Q. M. 4r 84' 4Z' 48. 4e• w 54, 8D" 54' 49" 18' 16, SD" 72" 61' 486 48" 12T 66" 84" 80' 48` d8" 144' T8" 96" 60, 48, 40" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) z 5T0. SPEC. 9-05.12111 ° STD. SPEC_ 9-W-12(2) UNLESS OTHVA3A115E NOTtO, DFMWFNG 3S Hot TO SCALE (NT$F STD. PLAN-Z41.OD �• PUBLIC WORKS CATCH BASIN TYPE 2 PR 1R1 DEPARTMENT GAZ 9/28/2018 P ... 1Mmb Mmn,"ram RATE ! EX- SEWER MAIN PROPERTY LINE JSPOOL (LENGTH AS NEEDED) x a J� J'-0• 6" SEWER STUF3E � 1 FUTURE 4" SIDE SEYIER Z"I; 4" STUD MARKING POST PAINTED SEWER MAN TEE x 6" TEE a fi" CAP WRITE WITH THE WORD "SEWER' STENCILED IN 3" HIGH SLACk LETTERS AND #6 WIRE y I WRAPPED AROUND THE STUD AND ExTENDED TO THE TCP OF THE STUD, I i COUPLING (TYP.) I II 1 6"X5'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER F I (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR APPROVED EQUAL, SPECIFY "SEWER" ON UO), I (SEE STD. PLAN 403.1 FOR INSTALLATION) ------------------------ f r- `�- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB S0 AS & PLUG (OR APPROVED EQUAL) REQUIRED "STIKG SANITARY SEWER MAIN -� IN. SLOP \ 11 FUTURE 4' SIDE SEWER 16" SEWER 5 U6 `s'x6'xE' WYE FUTURE 6",t 4" REDUCER SEWER MAIN SIZE X 6- TEE A. wRim CLAY MAIN - CUT IN A NEW PVC 'TEE" USF14G 'STRONG -BACK' FL-EXFM COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT W A NFW PVC "TEE" USING "STRONG -BACK- FLEXUU COUPLINGS (FERNCC OR APPROVED EDUAL). C_ PVC & CSM PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -GRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL), D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR ISLE STRUCTURE SHALL BE CORE-DRILLED. V1*G­ 3000 CONCRETBLOSLOPE i HaRIZQNTAL 6" MIN. —HANK LSEWER MAIN OF TEE AT MAIN BETWEEN 25" AND 45' TYPICAL SIDE SEINER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE FI EVAIION, WHICHEVER ES LOWER, STANDARD SIDE SEINER STO. PLAN - 406.1 • . PUBLIC WORKS INSTALLATION (SEWER MAIN TO PROPERTY LINE) •WM NYC CIA J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 (206) 730-3348 NO. REVISION :45 A M 3F4" FLAT FAGS GOTHIC 4 �TCIA� aC .a a a 0 574Ri1 O 4" aCloo 8-178' VIA �{ �,3,6 ❑IA 10-712' DIA l'21 3f8'-16 SS SOCKET HEAP CAP 75' D:A ; 1) OPEN PICKHOLE �1" SCREW(ALLENHEAD) WAVSHRS ON A 8' DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND PAVED AREA (TYP ) COVER, SEE NOTE 3 12, Jl.r---1I EXTEND CLEANOUT RIDER 2' AB{}VE PESiGN PONpINa XABOVE ELEVATION OR PER PLAN FERNCO GASKETED Ol11It CAP Dai SIMILAR � a " DESIGN PONDING 8' CLASS "B" ELEVATION 4' STREAMBED C08BLES PER WSDOT B•03.11I2j ASPHALT, SEE NOTE 4 j1 C L 4' COMPACTEO SANDOR GRAVEL BACICFILL FOR DRAINS PER WSDOT 9-03.144) CLEANOUT RISER, SEE NOTE 2 -.' y !"I�1 I l T [= T CLEANOUT RISER, SOIL TIGHT 45' BEND SEE NOTE 2 YyYE - .. SOIL TIGHT COUPLER UNDERDFiAJN, FOOTING DRAIN COLLECTOR, OR ;`: ROOF DRAIN COLLECTOR PIPE. SEE NOTE T CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA .-ti. II{ TO OVERFLOW STRUCTURE OR STORM MAIN u W4&I MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CL£ANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 54NGHES MINIMUM PRIVATE, &INCHES MINIMUM PUBLIC- UNDERDRAIN PIPE PER STP. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL 9E EJ PRODUCT NO. 00307549BOl OR APPROVED EQUAL. COVER TO BE LOCKING WfTH ALLEN HEAD BOLT, MARKEO'STORM'_ 4. FOR CLEANOUTS FULLY OR PARTIALLY WITH IN UNPAVED AREAS OUTS DE OF BIORETENDON PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3"000 PSI. GENERAL NOTES: 1, CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN CDLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLER AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE_ AND AT EACH ENO OF AN UNDERDRAIN PIPE NO I CONNECTED TO AN OVERFLOW STRUCTURE_ CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2, ALL FITTINGS SHALL BESOILTIGHT 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE 4. CLEANOUTS SHALL NOT 8E LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLE55 MrFkW I5E NpTEG, DRAW LNG 35 NOT TO SCALE IN TFI STD. PLAN - 226.00 %r PUBLIC WORKS APPROVE DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 I Pall6 wmbnn".,xwoiu E1ATT SURVEYED: DESIGNED: J3NP DRAWN: J3NP CHECKED: J3NP BY DATE APPR A�J3NP WASTEWATER UTILITY Ann Fowler 04/23/2019 ul SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :45 Al' CONFIGURATION ON SLOPING GROUND — — — — — — — — — — — — — — — — — — — DOWN5POLIT WRH CLEANOUT FILTER, SEE DETAIL CLEANOUT PER STD, PLAN 226.00 I III'MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 I MEN. I _ 5' h MIN. L7 & I GLEANOUT PER STD. PLAN 226-00 I TO STORM ORAN SYSTEM j FOOTING DRAIN BYPASS I MIN MIN. I CLEANOUT PER STD. PLAN226.1D TO STORM FAIN SYSTEM I WITH CLEANOUT I 10' MIN. LEVEL TRENCH WITH FILTER. SEE RERFgRATEO PIPE, SEE NOTE 1 I - — — — — — — — — — — — — — — — — — — — — — — — — — — � CONFIRWRATION ON FLAT GROUND COMPACTED TOPSOIL OR OTHER GLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSD07 SPECIFICATIONS SECTION 0-33 2T1 F TABLE 3 — _ 1 18" MIN_ I PLAN VIEW OF PARCEL 6" MIN. PVC PERFORATED PIPE PER ASTM 01785 SOL DS1 e LEAVES FILTER SCREEN 1 FU WASHED + DRAIN ROCK Li} 75' TO GROUND " "f•� ' '�.. 24' MIN. UKPISTLIRRE❑ NATIVE SOIL .. TYPICAL DOWNSPOUT MIN. VABOV£SEASONAL HIGH FILTIER DETAIL GROUNDWATER TABLE SECTION A NOTES: 1. TRENCH LENGTH TO BE 19 FEET IN LENGTH FOR EVERY 5,00D SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,WO SF OF NOWNATNE PERVIOUS SURFACE, OR PORTION THEREOF. GENERAL NOTES: ,. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INLIECTION CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MAT0.43EMENT, 2. IMPERVIOUS AREAS LARGER THAN 10,0W SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED SY A CIVIL ENGINEER. S, THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THM 25%. 4, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS_ UNLESS OTHERWISE NOTED, DRAWING I$ NOT To $CALE IPLN STD, PLAN - 2111,40 11,R) PUBLIC WORKS PERFORATED STUB -OUT APPIL ED ,„ DEPARTMENT CONNECTION GAZNXIO 9/28/za18 f reex wwe. s,I:....., ,,. EIATE A • T9 4� of w A s,y/ f j, o C �o 37819 p �� S'ONALT��NG���, w . CITY OF RENTON Plonning/Building/Public Works Dept. .45 0 R -404912 Iz IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ DEVELOPMENT ENGINEERING WASTEWATER UTILITY Oj LJJ jchavez 04/23/2019 Ann Fowler 04/23/2019 SURFACE WATER UTILITY jfarah 04/26/2019U+ CD = SINGH & SAHOTA RESIDENCES DATE:4/17/19 112 9& 1133 N. 3 3 R D P L A C E FIELDBOOK: PAGE CIVIL PERMIT _ DRAWING N0: N 33RD PLACE STREET IMPROVEMENTS R6 z MISCELLANEOUS NOTES & DETAILS SHEET: c OF: 6