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HomeMy WebLinkAboutR-404904LAKE 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