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R-418307
(y) 00 T 1 1 0 n 7 CITY OF RENTON STRUCTURAL NOTES L THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROOKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH TIE INTERNATIONAL BUILDING CODE. CRY OF RENTON STORM DRAIN GENERAL NOTES m/2ol 1. BEFORE ANY CONSTRUCTON OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, ME APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2, THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3, ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SAGM). RENTON MUNICIPAL CODE ( RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY AN AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT Q TO WE CITY. 4, APPROVAL OF THE ROAD. GRADING, PARKING. BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS Q APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER. SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR J STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND ON. APPROVAL BY ME CITY PRIOR TO CONSTRUCTION. ME SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL F REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5, A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. W 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR 0 OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY ME ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT V SHALL IMMEDIATELY NOTIFY TIE ENGINEER OF RECORD IF A CONFLICT EXISTS. z ]. VERTICAL DATUM SHALL BE NAIVE 88 AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY WE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS Q SHALL BE NOTED ON THE PLANS. Z 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 MOISTURE CONTROL TESTS OF THE WELDOR Q STANDARD SPECIFCATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH J BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9, OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIRCALLY APPROVED BY ME CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE Z RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10, ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE W START OF CONSTRUCTION. MERE SHOWN ON ME PLANS OR WERE DIRECTED BY THE CITY, THE W EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11, ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. OR IN CONJUNCTION KITH. ANY CONSTRUCTION ACTIVITY UNLESS OMERWSE APPROVED BY THE CITY. / ST 12, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE V 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 KILL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF ME PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 22Y 20. 13, STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 2041 30, 2041 40, AND 204. 50. STRUCTURES SHALL HAVE: -RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. -ROUND, SOLD LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF TIE CURB/ GUTTER LINE. -ROUND, SOLID LIDS DISPLAYING ME CITY LOGO WHEN WITHIN ME PUBLIC 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 LOCO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE KITH TABLE 4.1 EASEMENT WOWS AND BUILDING SETBACKS LINES OF ME RENTON SWDM. 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH NTH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17, ALL DRIVEWAY CULVERTS LOCATED WTHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ME EDGE OF TIE DRIVEWAY TO TIE BOTTOM OF THE DITCH. 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 SPECIRCATONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. IA 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 SIZE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BUCE. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED KITH A BOLT -LOCKING LID MARKED " STORM'OR ^ DRAIN" 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 CCN ACCORDING TO THE CITY STANDARD PLAN 265. 01 COW 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 KITH SECTION 7-04.3(1) OF THE ASSET 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 DISIDRSED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF ME SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTINC DUFF LAYER AND NAIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE KITH LNEENI STANDARD PLAN 264. 00, EX 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 WII SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTIONS >e> 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 WEI STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27 PROJECTS LOCATED WTRN THE CITY S AQUIFER PROTECTIONAREA APA SHALLCOMPLY WITH SPECIAL SOUP UD 6 MADE PER OR STD 204.50 A JJSI LID REV. TO FNIS4 GRATES (TP) We ACCESS RISER _ PREFABRICATED LAYER OR CYOLYMER STEPS PER CY STD SOUND ( ) REQUIREMENT N 6 OF THE RENTON AND AQUIFER PROTECTION REGULATIONS 4l ,,"„,„,,,w,„,,,,,,=,a„„„a,a.„,,,,„SENT ,,m.,�q„- 28. ASIMONNCE MANHOLE LIDS, ET PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ UTs, INLETS, ETC.) THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES BIKE LANES SIDEWALKS F LANES, BIKE L OC=BA`"" �flifli ,e AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A MET �A �MW" M.T "".`°'°"'°` SIDEWALK OR CROSSWALK SHALL BE FITTED NTH A NON- SLIP OR NON- SKID LID PER ADATHE REQUIREMENTS. `.o""" '�...".°".`°""'°`"`^""""®,„ fie.. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON ME PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED TIBEENTINNEENEENNENTLEENT By ME APPLICANTELLI NEXT w ^ ' ' 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. h XL°"'°"�aENTENI uuw`a¢'-'°' ...�,..„„„,..„.w""A ""� LANE 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�IXI LNNNTLB ELECT CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WNH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE HE PREENCELEN ,,.„,„.,,u,„„^„",„.,os.,,.e„„,„„�m,,,,�.,o,„,,.,„^,TEENEXTEXLEE ,,�„,,,„,.,, BUCKET LEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO TIE PAVEMENT SURFACE ALL AT ONCE. IF "SENT" ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS„„-,„.„,,,,,",,,EN,,,,,,„„,"„„„,.,e, CONSIDERED TO MEET SHE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER a„-„^"..-°w..,w....^...„,,.•..NB 1,000 SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER NEW C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (SOL PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO ME BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. Gil P T4WTMl0 DON BMx� Yw Oy 1-800-424-5555 UieLAHIIeTpalntl LaceWOTH C.eIWeF mAIFMARWA) STAMP NOT VALID VPULIC WORKS DEPARTMENT ACCESS ROAD AND RAMP /� LITCHFIELD ENGINEERING T 1 7tiFTH1425)821-5038 0 BIST AVENUE NE FN tit l/�/��L/J,'irklSnrl, Washington 98Q34 Fax 142 1821-5T39 Copyright © 2000 Litchfield Engineering. Inc. All rigM1fs reserved -INLET BEYOND I174 60.20' RESTRICTOR 9 RESTRICTOR SPECIFICATIONS _ _ MQSEL: MERGE _ _ _ _ _ _ END OF PONY 386.35 Q PRIVATE DETENTION / WATER QUALITY VAULT SECTION ALA SCALE: HOR.:1"=10', WR.:1"=ff PRIVATE MATE REV to, 5LAO' GRATED REMOVABLE ACCESS MTH Ll LOCKING =40225 HINGED ACCESS MANHOLE 8 STEPS AT RESWERK INSTALL DI PER MANUFACTURER'S RECOMMENDATIONS. m IT IE=397.14,0 CELL 2 CELL 1 BATTLE WALL YgSEL: ]90.35 EAST FLYNNG °Y CHANNEL "V CHANNEL PRIVATE DETENTION / WATER QUALITY VAULT SECTION B-B SCALE: HOR.:1"=10'. VER.:1"=2' PRIVATE PRIVATE STORMWATER FACILITY STRUCTURAL NOTES BUILDING PERMIT FOR THE PRIVATE STORAWATER VAULT SHALL BE OBTAINED BY APPLICANT & APPROVED STRUCTURAL PLANS FOR THE STORMWATER VAULT SHALL BE PROVIDED PRIOR TO THE CONSTRUCTION PERMIT ISSUANCE. IN eLe"I a. NEENEENEENNEXENNENE ENEXXTEENEENEENTINEENTLEENNINENNTLENEENE ETE CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER REVISION BY I DATE I APPR 'Eflefleflyfley X.. urr MANUAL!! GRAPHIC SCALE SCALE IN FEET LOT 5 LOT 6 12'e VENTILATION 1^-10• B NELI%PE IN 3 CORNERS 5 LANDSCAPE SUFFER We ECCENTRIC CONE SET N TOPTIIe ACCESS MINING �5DC0 TO GAPDE IOU. � E000 TO CRAM DAL _ _ --_ ___________ __ _ -_ __ _ _ _ - _ ---_ - ^� / ( INI£i i0 V Li IE]9TJ4 LPDDER OR 6 12' WIDE 12' WIDE DRIVEWAY a he60. PERIII 0' DER 61FP6 I It MAINTENANCE FOR MAINTENANCE ACCESS SR PLAN LEE PVC FOOPNG DRAIN R 30600 L ACCESS SET PLAN N FOR PAVING TYPE FOR LOCATION S=0% 1MIN -V BOTT M 0 .50% CONNECT TO CB 111 --- --- iI I OR WA R ETE TIO /WA R $ os 0. Q ALI V ULT j m AEFIF ALL . Ifle- DO 6Q� 0.5 12% BY 0 it BE IPfl MW. M. __ ___ ____ ___ _ _ 796 _ __ ___ _ _ _ -- F �'i New � _ N 0.00' w rc Sw n � ACME RD D SiORA EARS : VOLUME VOLUME 10461 F n 1 W OL Z OW I WAIF QUAD VOLUME 034 III q F� I I I E N L3B5.62 H. 355]4 I m iNSTILL " BOTT M ® 50% A AIR uIIY O of AM A 4 e V ULi BE LT BE OMERE ESICN CCE4 BACK OF L 1 OR � IRE SOEWAIK. IRE I m AM 4 2,35 TWO BOUARDS 0,NOTE RMOVAC i1_ d E. OUTER __ _ _ _ _ _ _ _ __ __ _ _ _ a/WgAI -� RIMS BOLLARDS FIXED. 5' LANDSCAPE BORER Sd HINGED MANHOLE DOOR CADGER OR STEPS B RESIRICTOR ENLARGED DETENTION / WATER QUALITY VAULT PLAN SCALE: VII PRIVATE INTENNEI LEGEND 0 FOUND CONCRETE MONUMENT G SIGN AS NOTED ON PLANS 0 MAILBOX 0-}{UTILITY POLE WIN LUMINARE B WATER METER R FIRE HYDRANT M WATER VALVE ® CATCH BASIN ® CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION -W- APPROX. WATER LINE LOCATION _SD_ APPROX. STORMWATER LINE LOCATION -SSS-SS- APPROX. WASTEWATER LINE LOCATON - E - APPROX. OVERHEAD UTILITY LINE LOCATION EXISTING ASPHALT PAVING EXISTING CONCRETE ( EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE 0 PROPOSED CATCH BASIN OR YARD DRAIN 4 PROPOSED CATCH BASIN TYPE 2 PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT IN PROPOSED WATER METER v PROPOSED SIGN 00 PROPOSED USES NDCBU (REM.)TO BE REMOVED (BEL.) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WQSELWAMR QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TC TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION Oorene= MESECTONSNFARWTE QAZ a/ie/xovl M AX As NOTED °"°"^.A' loathe°' CITY OF "AL � RENTON DATUM Planning/Building/Public Works Dept. `" KAL =^KAL GRAZE ELV. - 402,35 6" MIN. IMBEDDED 2" IN WALL AT MAX. 3' SEACaINO /�\/' p.• CI_EANOUT/ 8" SHEAR GAT 12" OUTLET PE 12" IE 390.35 WITH 9/16"0 ORIFICEIN SHARP iEDGE SHOP \\ ELEV D38835 LAIN TE i4 \/a0 BOTTOM I\ I\ GO T 0 0 N \ \ \ \//\ RESTRICTOR SPECIFICATIONS J SCALE: NONE PRIVATE ON. III N COMPLIANCE WITH CITY OF RENTON STANDARDS Ir DEVELOPMENT ENGINEERING O msippo 06/25/2021 CJ Z FA J GREEN'S LANDING SHORT PLAT MTI4-23-21 U) 5008 NE 2ND STREET _ "- Z DETENTION/ WATER QUALITY VAULT °"""` LLU DETAILS & STORM DRAIN NOTES D. NE C'S R-418307