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HomeMy WebLinkAboutzR-3701Set9 4 N V ) J W Q ry wz pp D O O �Nz I 1w U W 71 r I n r GENERAL NOTES AND CONDITIONS OF APPROVAL PROPOSED FEA7URES CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) Q �y ii � n — . — . -EDGE OF WETLAND JURISDICTION: RIGHT- OF-WAY • • ................ C] pN LOT LINE -FENCE SITEWORK DETAILS GUTTER, FLOW, k CURB LINE STORMWA TER FACILITY DETAILS YS - CENTER LINE SITEWORK DETAILS BARRICADE m EASEMENT WATER AND SEWER PROFILES - MAILBOX - - - - - - - BUILDING SETBACK LINE (BSBL) C4.3 x LAMP POST C4.4 WATER AND SEWER DETAILS � H 3 GRADING AND TEMPORARY EROSION AND SEDIMENTA77ON U I ��INE I HERITAGE HILLS APARTMENT COMMUNITY LEGEND GENERAL NOTES AND CONDITIONS OF APPROVAL PROPOSED FEA7URES CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) � —BOUNDARY o - • — . — . -EDGE OF WETLAND JURISDICTION: RIGHT- OF-WAY • • ................ p pN LOT LINE -FENCE SITEWORK DETAILS GUTTER, FLOW, k CURB LINE STORMWA TER FACILITY DETAILS - GUARDRAIL - CENTER LINE SITEWORK DETAILS BARRICADE - -- EASEMENT WATER AND SEWER PROFILES - MAILBOX - - - - - - - BUILDING SETBACK LINE (BSBL) C4.3 x LAMP POST C4.4 WATER AND SEWER DETAILS � H 3 GRADING AND TEMPORARY EROSION AND SEDIMENTA77ON CON7R0L -- -420--- - - N m C) ROCK CHECK DAM --------- 2' PROPOSED CONTOURS ® STRAW BALE �a DAYLIGHT LINE ® OVERFLOW STRUCTURE ® RETAINING WALL ■ TEMPORARY CATCH BASIN, TYPE I ROCKERY Mm v RLTER FENCE 0- PIPE FLOW N� B CLEARING 00 TEMPORARY STAND PIPE LIMBS OF CLEARING INTERIM CA70H BASIN PR07EC77ON (GRAVEL) • • • TEMPORARY INTERCEPTOR SWALE INTERIM CATCH BASIN PROTEC77ON TEMPORARY INTERCEPTOR CULVERT bU (INSERT) CUT SLOPES ® RIPRAP � FILL SLOPES PROPOSED STORM DRAINAGE STOW DRAIN PIPE * R/PRAP -- - -- -ROOF d FOOTING DRAIN ■ CATCH BASIN, TYPE I ROOKERY DRAIN ® CATCH BASIN, TYPE lI VI L STREET FLOW PIPE FLOW �-- ��- ��INE I HERITAGE HILLS APARTMENT COMMUNITY ROAD, STORM AND UTILITY PLAN SET „., N% PARCEL NO. PARCEL N0. PARCEL NO. t 2023059014 2023059013% 8644110000 i SHEET INDEX IL b ,i I\ i PARCEL NO. ..._. 2023059015 PARCgG NO. N 202305 016 AB /TARE APARTMENTS PARCEL NO. 2023059118 LEGEND GENERAL NOTES AND CONDITIONS OF APPROVAL PROPOSED FEA7URES CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) � —BOUNDARY OFFSITE STAGING /STOCKPILE AREA STORM WATER POLLUTION - • — . — . -EDGE OF WETLAND JURISDICTION: RIGHT- OF-WAY • • ................ BUFFER LINE LwC2.2 LOT LINE -FENCE SITEWORK DETAILS GUTTER, FLOW, k CURB LINE STORMWA TER FACILITY DETAILS - GUARDRAIL - CENTER LINE SITEWORK DETAILS BARRICADE - -- EASEMENT WATER AND SEWER PROFILES - MAILBOX - - - - - - - BUILDING SETBACK LINE (BSBL) C4.3 x LAMP POST C4.4 WATER AND SEWER DETAILS GRADING AND TEMPORARY EROSION AND SEDIMENTA77ON CON7R0L -- -420--- - - -10' PROPOSED CONTOURS C) ROCK CHECK DAM --------- 2' PROPOSED CONTOURS ® STRAW BALE - 7 —I —T— DAYLIGHT LINE ® OVERFLOW STRUCTURE ® RETAINING WALL ■ TEMPORARY CATCH BASIN, TYPE I ROCKERY ® TEMPORARY CATCH BASIN, TYPE ll RLTER FENCE 0- PIPE FLOW CONSTRUCTION FENCE CLEARING 00 TEMPORARY STAND PIPE LIMBS OF CLEARING INTERIM CA70H BASIN PR07EC77ON (GRAVEL) • • • TEMPORARY INTERCEPTOR SWALE INTERIM CATCH BASIN PROTEC77ON TEMPORARY INTERCEPTOR CULVERT O O (INSERT) CUT SLOPES ® RIPRAP � FILL SLOPES PROPOSED STORM DRAINAGE STOW DRAIN PIPE * R/PRAP -- - -- -ROOF d FOOTING DRAIN ■ CATCH BASIN, TYPE I ROOKERY DRAIN ® CATCH BASIN, TYPE lI —� • • • -- SWALE OR DITCH STREET FLOW PIPE FLOW �-- ��- SURFACE FLOW • STORM CLEANOUT O YARD DRAIN ® OVERFLOW STRUCTURE PROPOSED SANITARY SEVER AND WATER -_- -SEWER MAIN A FIRE HYDRANT —SEWER FORCE MAIN I. FIRE DEPARTMENT CONNECTION (FOC) SEWER SERVICE A/R/VAC RELEASE VALVE - - - - -- -WATER MAIN 0 SEWER MANHOLE '-- BLOW OFF PIPE FLOW H GATE VALVE • SEWER CLEANOUT F=i TEE Iff- SINGLE WATER METER BEND DOUBLE WATER METER W REDUCER CONCRETE BLOCKING EVS7ING FEATURES - -300- - -- - -- -- -- 10' EXS77NG CONTOURS 4 EXISTING POWER POLE - -- 302-------- - - - -2' E70S77NG CONTOURS E-- EXISTING GUY ANCHOR — —SD— — — E70STING STORM DRAIN PIPE - -SS - -- EXISTING SEWER MAIN © EXISTING POWER VAULT - -FM - -- EXISTING SEWER FORCE MAIN ❑A EXIS77NG TRANSFORMER - -W - -- EXISTING WATER MAIN -- OHP - -- DUSTING AERIAL POWER LINE AB' EXIS77NG POWER METER - -P - -- EXISTING BURIED POWER LINE [2 EXISTING GAS METER - -C - -- EXISTING GAS MAIN M EXISTING GAS VALVE - -TV - -- EXISTING BURIED TV /CABLE -- 0 TV— -- EXISTING AERIAL N /CABLE m EXISTING TELEPHONE VAULT - -T - -- EXISTING BURIED TELEPHONE LINE EXISTING TRAFFIC SIGNAL — —OH T--- EVS77NG AERIAL 7ELEPHONE LINE }(� EXISTING STREET LIGHT - -FO - -- EXISTING BURIED TIBER OPTIC CABLE M Y EXISTING YARD LIGHT EXISTING RETAINING WALL ° EXISTING MAIL BOX d EXISTING PIPE FLOW CCGQ EXISTING ROCKERY 11 EXISTING CATCH BASIN, TYPE I ® EXISTING CATCH BASIN, TYPE /I EXIS77NG SIGN O EXISTING YARD DRAIN EXISTING CONIFEROUS TREE 0 EXISTING STORM CLEANOUT ® EXISTING STORM DRAW STUB j.uj EXISTING DECIDUOUS TREE 0 EXISTING SEWER MANHOLE EXIS77NG CONIFEROUS TREE 0 EXISTING SEWER CLEANOUT TO BE SA VED 0 ENS77NG SEWER STUB EXISTING DECIDUOUS TREE Q EXISTING WATER MANHOLE TO BE SAVED EEI­- EXISTING WATER METER EXISTING GRAVEL P. EXISTING TIRE HYDRANT EXISTING AR/VAC RELEASE VALVE El EXlS77NG ASPHALT EVS77NG BLOW OFF W EXISTING CATE VALVE a WE7LAND )T EVS77NG WATER WELL Ea EXISTING HOSE BIB ROAD, STORM AND UTILITY PLAN SET „., N% PARCEL NO. PARCEL N0. PARCEL NO. t 2023059014 2023059013% 8644110000 i SHEET INDEX IL b ,i I\ i PARCEL NO. ..._. 2023059015 PARCgG NO. N 202305 016 AB /TARE APARTMENTS PARCEL NO. 2023059118 PARCEL NO. 2023059157 C1.0 COVER SHEET GENERAL NOTES AND CONDITIONS OF APPROVAL C2.0 CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) C2.1 OFFSITE STAGING /STOCKPILE AREA STORM WATER POLLUTION m" PREVENTION PLAN (CSWPPP) JURISDICTION: CSWPPP N OTES AND DETAILS ROAD, GRADING AND DRAINAGE PLAN LwC2.2 ACCESS ROADWAY AND DRAINAGE PROFILES SITEWORK DETAILS PARCEL NO. 2023059157 C1.0 COVER SHEET GENERAL NOTES AND CONDITIONS OF APPROVAL C2.0 CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) C2.1 OFFSITE STAGING /STOCKPILE AREA STORM WATER POLLUTION © PREVENTION PLAN (CSWPPP) JURISDICTION: CSWPPP N OTES AND DETAILS ROAD, GRADING AND DRAINAGE PLAN LwC2.2 ACCESS ROADWAY AND DRAINAGE PROFILES SITEWORK DETAILS STORMWA TER FACILITY DETAILS C3.4 SITEWORK DETAILS C3.5 SITEWORK DETAILS C4.0 WATER AND SEWER IMPROVEMENT PLAN C4.1 WATER AND SEWER PROFILES C4.2 WATER AND SEWER NOTES AND DETAILS C4.3 WATER AND SEWER DETAILS C4.4 WATER AND SEWER DETAILS PROP05ED 2' R/W DEDICATION SCALE: 1"= 40' 0 20 40 80 NO7E• THE APPLICANT SHALL RETAIN A QUAURED EXPERT 70 REVIEW THESE PLANS FOR COMPLIANCE N17H CURRENT AMERICANS WTH DISABIURES ACT (ADA) AND FEDERAL FAIR HOUSING ACT (FFHA) STANDARDS /F ADJUS7MEN7S TO 7HE DESIGN ARE RECOMMENDED AS A RESULT OF 7HIS REVIEW, THE ENGINEER SHALL BE N077RED AND GIVEN AN OPPOR7UNI Y 70 REVISE 7HE PLANS PRIOR 70 CONS7RUC77ON AS AN ADDI77ONAL SERWCE �7F LIGH77NG NOTED NOTE.• A 577E LIGH77NG PLAN %%ALL BE PROVIDED AT THE 77ME OF BUILDING PERMIT RENEW. THE SITE LIGH77NG PLAN SHALL PROVIDE PUBLIC SAFETY NTTHO)T CAS77NG FJ(CESSV£ GLARE ON ADJACENT PROPERTIES to ' e VICINITY YY MAP SCALE Nor SITE INFORMATION PROJECT ADDRESS; 1250 S PUGET DRIVE RENTON, WA 98055 PARCEL NUMBER: 202305 -9157 ZONING; CA (COMMERCIAL ARTERIAL) SITE AREA; 1.56 ACRES JURISDICTION: CITY OF REN701V PROJECT INFORMATION OWNER: COMPLETE CONSTRUCTION, LLC 9757 JUANITA DRIVE NE 1300 KIRKLAND. WA 980J4 (425) 821 -3844 CONTACT GREG SPARHAWK CIVIL ENGINEER: TRIAD ASSOCIATES 12112 1151H AVENUE N£ KIRKLAND, WA 98034 (425) 821 -8448 CONTACT. RIO( TOMKTNS, PE EMAIL. • RTOMKINSOTRADASSOCIATESNET ARCHITECT. THE BUILDING DESIGN ALLIANCE, LLC 22 EUCLID AVENUE WYOMING OHIO 45215 (513) 678 -JI34 CONTACT.. T. SCOTT KYLE EMA11' SCOT7K riE07HESUILDINGD£SGNALUANCECOII/ LANDSCAPE ARCHITECT • TRIAD ASSOCIATES 12112 115TH AVENUE NE KIRKLAND, WA 98034 (425) 821 -8448 CONTACT.. DENISE LIFIW EMAIL' DLIF7W07RIA0ASS0CA7ESNET GEOTECHN /CAL ENGINEER: TERRA ASSOCIATES INC. 12525 MLLOWS ROAD, SUITE 101 KIRKLAND, WA WON (425) 821 -7777 CONTACT THEODORE SCH£PPER, PE R= 310101 LEGAL DESCRIPTION LOT Z CITY OF RENTON SHORT PLAT NUMBER LUA- 96- 149 -9HPL, RECORDED UNDER RECORDING NUMBER 9702259004 IN KING COUNTY, WASHINGTON. VERTICAL DATUM NAND 88, BASED ON THE CITY OF RENTON VERTICAL CONTROL NETWORK. BENCHMARK ORIGINAL BENCHMARK - CITY OF RENTON CONTROL MONUMENT NUMBER 787, MACH IS THE TOP OF A MONUMENT IN CASE NEAR THE OBSERVED INTERSECTION OF SOUTH 187H STREET AND GRANT AVENUE. ELEVATION = 317.57' (CRTHO, US SURVEY FEET) TBM A' - SCRIBED X' 0.3' NORTH OF TINE BACK OF CONCRETE SIDEWALK ON THE SOUTH SIDE OF SOUTH PUGET DRIVE APPROXIMATELY 0.3' EAST OF AN ANGLE POINT IN THE BACK OF THE SIDEWALK AND 2.8' EASTERLY OF A 'NO LEFT TURN' SIGN. ELEVATION = 2773Y 76M 6' - SCRIBED 'X' APPROXIMATELY X SOUTH OF BACK OF CURB ON A CONCRE7E SIDEWALK ON THE SOUTH SIDE OF SOUTH PUGET DRIVE SOUTH OF DRIVEWAY INTO SITE AND APPROXIMATELY 25' EASTERLY OF A LIGHT POLE ELEVA7ON = 290.64' CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Ib1uJ6 Date: to 3 /S .7Vr` Approved by: tW_/ w✓- Date:OCC- 2- 1&13 Q0`1 �'Dt - 3701Ot TRIAD TRLAD A S S OCIA TES 12112115th Ave. IE Kirkland, WA 98034-8923 425.821.8448 425.821.3481 tav SW.A .0756 toll Dee v Anadassociatesnet �J V 2 J Q J 'w Lu W V y� W W 2 p qr /4R V IZ Q U Z V � Q ''ti0ww a! W m YJ X C Q, '0` qqq V " 3 3 3 V. Duo a S i A o O'MGGORY T. AAFA14 PLS MAX S 1IA2OW4 PES PIN= summR KEM a R-YNN, FE FEW= RIGU Df6 DERM LFTW /8A FROM UND9C0 ANCmrrN,'r M f SUM= DAM 10/15/12 SCATS MM' 11 -40' ML'N /A VW NOT VAM DIUM Slid® AND DA18D 0 Z H 3 W Q a V JOB NO. 09 -02c9 MR N01 c 1. 00 16A i d rm Owl so rm wz 0o Ez W N�y 4 71 4 f U a a U i N m 0 F g ._ u OI q l0 0 N O p O o�c 0 c � sQ G Z 0 N al Of O Z W 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. SURFACE WATER STANDARD PLAN NOTES 1. THESE N07ES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN RENEW SECTION AND THE APPUCANT. 3 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WIN THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICA7ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIA77CIV FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING` PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY 07HER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE SEWER CONVEYANCE GA$ ELECTRICAL ETC)R /E SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO 771E APPROVED PLANS WHICH ARE ON FILE IN WTH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WU REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SURFACE WATER U77LITY SECTION. 5 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SI7F WIENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERARON) ARE LIM17ED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS 07HERWSE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANTS /CON7RACTORS RESPONSIBILITY TO OBTAIN ALL CON57RUC77ON EASEMENTS NECESSARY BEFORE INITIATING OFF -577E WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR 70 CONSTRUCTION. B FRANCHISED UTUTES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAM 88 UNLESS 07HERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE N07ED ON THE PLANS. to ANY DEIVAmwNG SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL URLI7Y TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12 OPEN CUTTING OF EXISTING ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND N07ED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH 714E CITY OF RENTON TRENCH RESTORA TON STANDARDS. 1.1 ALL SEDIMENTAnON1ER051ON FACIU77ES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA775FACTORILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE P07EN77AL FOR ON -517E EROSION HAS PASSED. 14. ALL REIENTION/DETENTION FACIU77ES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONXNC77ON WTH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15 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 BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN7RE LENGTH OF THE PIPE WLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CUSS 'C; WITH THE EXCEPTION OF PVC PIPE 1B. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WTH ASPHALT 7REA774ENT it OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS UNLESS 07HERMSE NOTED ON THE PLAN. ALL DRAINAGE STRUCTURES ASSOC4A7TD WTH A PERMANENT RE7ENRON/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS 1& BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE W7H TABLE 4.1 EASEMENT MOTHS AND BUILDING SETBACKS LINES 19. ALL CATCH BASIN GRA 705 SIfALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20 ALL DRIVEWAY CULWR7S LOC47ED WITHIN CITY OF RENTON 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. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPEaRCATONS 4 - B INCH ROCK / 40 - 70X PASSING. 2 - 4 INCH ROCK / 30 - 4OX PA5SMG` AND LESS THAN 2 INCH ROCK / 10 - 20X PASSING 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WLL BE SUBMITTED TO THE CITY UPON COMPLETION. 22 DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE L07S APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM 70 THE FOLLOWING.` A EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS YARD DRAIN$ AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TU RENDER 774E LOTS SUITABLE FOR THEIR INTENDED USE EACH OUTLET SHALL HAVE FREE- FLOWNG, POSITIVE DRAINAGE TO AN APPROVED S7CRMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WIN A FIVE - FOOT -HIGH, 2- X 4- STAKE MARKED 'STORM' OR DRAIN'. THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL., BE VISIBLE, AND BE SECURED TO THE STAKE C PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, lF NON - METALLIC, THE PIPE WALL BE PLACED IN A TRENCH WIN A 7RAONG WIRE ABOVE OR 07HER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E THE APPUCANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WIN RESPECT TO OTHER UTILITIES (E.G. POWER, GAS TELEPHONE, TELENSICN). F. ALL INDIVIDUAL S7UB -OU7S SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES PROVIDED 714E SUMP PUMP SYSTEM INCLUDES BACXFLOW PREVENTION OR A CHECK VALVE. 2.1 ALL DISTURBED PERVIOUS AREAS (COMPACTED GRADED LANDSCAPED, ETC.) OF THE DEVELOPMENT SI7E MUST DEMONSTRATE ONE OF THE FOLLOWNG: THE EXIS77NG DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL OR, • AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 2A PROOF OF UABIUTY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WTH STORM SURFACE WATER DISIPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR 774E PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CCNSnRUCnON. 26. FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSOOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CON7ROL SHALL APPLY. 27. PROECT LOCATED W7NlN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WIN SPECIAL REQUIREMENT j6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3 -050). SEPA - DETERMINATION OF NON - SIGNIFICANCE MITIGATED CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DETERMINATION OF NON- SIGNIFICANCE - MITIGATED MITIGATION MEASURES APPLICATION NO(S). LUA11 -091, ECF, PPUD, FPUD APP/ CANT.• GREG SPARHAW,, COMPLETE CONSTRUCTION PROJECT NAME: HERITAGE HILLS APAR774ENTS PUD DESCRIPTION OF PROPOSAL: THE APPLICANT IS REQUESTING ENVIRONMENTAL REVIEW (SEPA), PRELIMINARY AND FINAL PLANNED URBAN DEVELOPMENT (PUD) FOR THE CONSTRUCTION OF A 125539 SQUARE FOOT, 75 -UNIT APARTMENT BUILDING THE SUBJECT S17E IS LOCATED AT 1250 SOUTH PUGET DRIVE AND IS ZONED COMMERCIAL ARTERIAL (CA). THE 97E IS 1.56 ACRES IN SIZE AND CONTAINS 9,921 SQUARE FEET OF PROTECTED SLOPES THE PROPOSED DEVELOPMENT WOULD RESULT IN A DENSITY OF 59.5 DNEIING UNITS PER ACRE AND NO COMMERCIAL COMPONENT IS PROPOSED. LOCATION OF PROPOSAL• 1250 S PUGET DRIVE LEAD AGENCY THE CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, PLANNING DIV4SION M177GA77GN MEASURES 1. THE APPLICANT SHALL COMPLY WTH THE RECOMMENDATIONS FOUND IN THE GE07ECHNICAL REPORT PREPARED BY TERRA ASSOCIATES INC., DATED JUNE 29, 2011 (REVISED JANUARY 9, 2012) THAT WAS SUBMITTED WITH THE PROJECT APPLICATION. INCLUDING BUT NOT LIMITED TO: A THE BUILDING FOUNDATIONS THAT PARALLEL THE SLOPE CREST SHALL BE SET BACK A MINMUM DISTANCE OF TEN FEET FROM THE FACE OF THE SLOPE AS MEASURED FROM THE EDGE OF THE FOOTING AT THE BOTTOM OF FOOTING ELEVATION. THIS SETBACK SHALL RE SHOWN ON THE .97E PLAN SUBMITTED WTH THE BUILDING PERMIT APPLICATION. COMPLIANCE WITH THIS REQUIREMENT WOULD BE REVIEWED AND APPROVED BY THE BUILDING PLANS REVIEWER. B. A MONITORING PROGRAM SHOULD BE IMPLEMENTED 70 VERIFY THE PERFORMANCE OF THE SHORING SYSTEM AND POSSIBLE EXCAVA BON EFFECTS ON ADJACENT PROPERTIES G EXCAVATING AND GRADING SHOULD BE COMPLETED BETWEEN THE END OF APRIL THROUGH THE END OF OCTOBER OR AS APPROVED BY A GE07ECHNICAL ENGINEER OR THE DEVELOPMENT SERVICES DIVISION, 70 REDUCE SLOPE EROSION. 2. THE APPLICANT SHALL PAY A PARKS IMPACT/TWTIGATION FEE AS REQUIRED AT THE TIME OF CONSTRUCTION PERMIT OR BUILDING PERMIT BASED ON THE CODES IN PLACE AT THAT TIME. 3 THE APPLICANT SHALL PAY A TRAFFIC IMPACT/MITIGAnON FEE AS REQUIRED AT THE TIME OF CONSTRUCTION PERMIT OR BUILDING PERMIT BASED ON THE CODES IN PLACE AT THAT TIME. 4. THE APPLICANT SHALL PAY AFIRE IMPACT/AHITGATION FEE AS REQUIRED AT THE TIME OF CONSTRUCTION PERMIT OR BUILDING PERMIT BASED ON THE CODES IN PLACE AT THAT TIME. CONDITIONS OF APPROVAL THE PROPOSED PRELIMINARY PUD IS APPROVED SUBJECT 70 THE CONDITIONS IDENTIFIED BELOW. REQUESTED MODIFICATIONS TO RMC 4 -3 ARE LEFT TO ADMINISTRATIVE APPROVAL AS OUTLINED IN THE SUMMARY OF DECISION, ABOVE FINAL PUD APPROVAL IS DEFERRED 70 A STAFF FINDING OF COMPLIANCE WITH PREUMINARY PUD CONDITIONS OF APPROVAL, AS DETAILED IN THE CONDITIONS OF APPROVAL NO. 22 BELOW. 1. THE APPLICANT SHALL COMPLY WIN THE 4 MITIGATION MEASURES ISSUED AS PART OF THE DE7ERMINA77ON OF NON - SIGNIFICANCE MITIGATED, DATED FEBRUARY 27, 2012. 2 THE APPUCANT SHALL RECEIVE APPROVAL OF THE GRASS CELL PAVING SYSTEM FROM THE RENTON FIRE DEPARTMENT PRIOR 70 BUILDING PERMIT ISSUANCE. J. THE PROTECTED SLOPES ON VIE SHALL BE PLACED MINIM A NARY£ CROWD/ PR07EC77ON AREA (NGPA) USING A METHOD OF CREATION IDENTIFIED WINN RENTON MUNICIPAL CODE 4- 3- 050E.4.C. PRIOR TO BUILDING OCCUPANCY. 4. THE APPUCANT SHALL PROVIDE COLOR ELEVATIONS AND A MATERIALS BOARD TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 5 THE APPLICANT SHALL FINAUZE AND RECORD THE ACCESS EASEMENT DOCUMENTS. THE FINAL RECORDED DOCUMENTS SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE 6. THE APPLICANT SHALL 07HER DESIGN 774E EMERGENCY ACCESS ROADWAY TO NOT EXCEED 15X GRADES OR RECEIVE A VARIANCE FOR A STEEPER GRADE 77404 15X THE VARIANCE APPROVAL SHALL BE RECEIVED FROM THE RENTON FIRE DE'PAR774ENT PRIOR TO BUILDING PERMIT ISSUANCE. 7. THE WALKWAY FROM THE SOUTHWEST OPEN SPACE SHALL BE CONNECTED TO THE LOBBY AND SIDEWALK ALONG ROAD A AND THE EXIT DOOR FROM THE ELEVATOR LOCATED ON THE SOUTHEAST OF THE BUILDING SHALL BE CONNECTED TO THE SIDEWALK ALONG ROAD A. AT THE NORTH END OF THE DEVELOPMENT THE APPLICANT SHALL PROVIDE ADD177ONAL SIDEWALK OR PEDESTRIAN PATHWAYS TO CONNECT THE PEDESTRIAN CIRCULATION SYSTEM AROUND THE ENTIRE SITE. THE APPLICANT SHALL UPDATE THE VIE PLAN TO REFLECT THE REQUIRED ADDITIONAL PEDESTRIAN CONNECTION, WHICH SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE B. THE APPLICANT SHALL SUBMIT A DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ROOF MOUNTED EQUIPMENT FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 9. THE APPLICANT SHALL SUBMIT A DETAILED FINAL LANDSCAPE PLAN FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR 70 BUILDING PERMIT ISSUANCE. THE DETAILED FINAL LANDSCAPE PLAN SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: A SCREENING AROUND ALL PORTIONS OF THE ABOVE GROUND GARAGE B. PLANTS W7H A MATURITY HEIGHT OF 6 -FEET FOR THE ENTIRE LENGTH OF THE REWIRED 15 -FOOT BUFFER AREA C. 10 -FEET OF LANDSCAPING ALONG THE STREET FRONTAGE D. IRRICARON PUN 10. THE APPLICANT SHALL PROVIDE AN UPDATED LANDSCAPING PLAN IDENTIFYING LANDSCAPE SCREENING AROUND ALL PCR17ONS OF THE ABOVE GROUND GARAGE AND UPDATED ELEVATION DRAWNGS IDENTIFYING SCREENING FOR THOSE PORTIONS OF THE PARKING GARAGE LOCATED TWO STORIES UP. THE PARKING GARAGE SCREENING PLAN SHALL BE RENEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR 70 BUILDING PERMIT ISSUANCE 11. THE APPLICANT SHALL PROVIDE REVISED FLOOR PLANS IDENTIFYING COMPLIANCE WIN THE PUD PRIVATE OPEN SPACE STANDARDS ELEVATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 12. THE APPLICANT SHALL PROVIDE A BICYCLE PARKING PLAN CONSISTENT WTH RMC 4- 4- 06O:11.0 TO THE CURRENT PLANNING PROJECT MANAGER FOR RENEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE 13. THE APPLICANT SHALL PROVIDE THE CURRENT PLANNING PROJECT MANAGER A REFUSE AND RECYCLE PLAN FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 14. THE APPUCANT SHALL PROVIDE A DETAIL OF THE CANOPY FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE 15 THE APPLICANT SHALL PROVIDE DETAILED DRAWINGS FOR THE GROUND FLOOR UNITS SHOWING HOW ACCESS WOULD BE PROVIDED TO THE UNI7S FROM 771E EXTERIOR SPACE 16. THE APPLICANT SHALL PROVIDE SITE AMENITIES SUCH AS OUTDOOR SEATING THESE AMENITIES SHALL BE SHOWN IN AN UPDATED SITE PLAN THAT SHALL BE PROVIDED 70 THE CURRENT PUNNING PROJECT MANAGER FOR REVIEW AND APPROVAL 17. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS THAT DEPICT MODULATION THAT IS COMPLIANT WITH THE 40 -FOOT MINIMUM STANDARD. REVISED ELEVATIONS AND FLOOR PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE I& WET SEASON NOTES ANY SITE WTI EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. IN ADDITION TO THE ESC COVER MEASURES (SEE SECTION D.3$ P. D -10), THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WTH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE MET SEASON. A 'NET SEASON ESC PLAN' MUST BE SUBMITTED AND APPROVED BY THE COUNTY BEFORE WORK PROCEEDS OR CONTINUES NET SEASON SPECIAL PROVISHONS ALL OF THE FOLLOWNG PROVISIONS FOR MET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF TIE DE90NER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED 70 7W0 CONSECJ77W WORKING DAYS RATHER THAN SEVEN (SECTION D32) 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION OJT). J. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE 57OCKPILED DN SITE ( SECnON D.32). 4. ALL AREAS THAT ARE TO BE UNW7RKED DURING THE WET SEASON SHALL BE SEEDED WTIH/N ONE WEEK OF THE BEGINNING OF THE NET SEASON (SECTION D.3.25). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.321). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON 97E (SECTION D.131). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE - GRAINED SOIL (SECTION D..14.2). B. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSIIE DISCHARGE IS ANTCPATED FOR THE SPECIFIED DESIGN FLOW (SECTION OA5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFSITE DISCHARGE IS AN17CIPATD FOR THE SPECIFIED DESIGN FLOW (SECTION D.36). 1O. PHASING AND MORE CONSERVATIVE sup 's MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.SJ). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED 70 DISCHARGE TO THE SANITARY SEVER (WTI APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS 12 THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO MEEKLY (SECTION D.54). 19. COVENANTS SHALL BE EXECUTED THAT RUN WTH THE LAND STATING THAT SUCH PROPERTY IS PART OF AN APPROVED PLANNED URBAN DEVELOPMENT AND INCLUDING THE FILE NUMBER THEREOF AND A DESCRIPTION OF THE USES, DENSITIES AND PHASES OF THE APPROVED PLANNED URBAN DEVELOPMENT. SUCH COVENANT SHALL ALSO BE RECORDED FOR EACH PROPERTY CREATED THROUGH ANY SUBSEQUENT SUBDIVISIONS THE APPLICANT SHALL PROVIDE THE CURRENT PLANNING PROJECT MANAGER A COPY OF SUCH RECORDED COVENANT PRIOR TO BUILDING PERMIT ISSUANCE 20. THE APPLICANT SHALL RECORD ALL SPECIFICATION OF THE FINAL PLANNED URBAN DEVELOPMENT, INDICATING WITCH LOTS OR STRUCTURES VARY FROM WINCH SPECIFIC ZONING REQUIREMENT. COVENANTS SHALL INDICATE THAT SUCH L07S OR STRUCTURES SHALL MEET THE STANDARD CREATED WITH 714E APPROVAL OF 774E PLANNED URBAN DEVELOPMENT OR THE CURRENT ZONE IN EFFECT AT 21. FOR RESIDENTIAL PLANNED URBAN DEVELOPMENTS THE DEVELOPER OR OWNERS) OF A PLANNED URBAN DEVELOPMENT SHALL BE REQUIRED TO FORM A LEGALLY INCORPORATED PROPERTY OWNERS' ASSOCIATION PRIOR TO THE OCCUPANCY OF ANY PORTION OF A PLANNED URBAN DEVELOPMENT. IF THERE IS ONLY ONE OWNER OF THE PLANNED URBAN DEVELOPMENT, EITHER A PROPERTY OWNERS' ASSOCIATION SHALL BE FORMED OR A COVENANT RUNNING WITH THE LAND SHALL BE FILED REQUIRING THE FORMATION OF SUCH AN ASSOCIATION PRIOR TO THE FIRST SUBSEQUENT SALE OF THE PROPERTY, OR PORTION THEREOF. PROOF OF COMPLIANCE WITH THIS CONDITION OF APPROVAL SHALL BE PROVIDED 70 THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT FINAL OCCUPANCY. 22. FINAL PUD APPROVAL IS DEFERRED UN77L STAFF CAN MAKE A DE7ERMINATION THAT ALL FINAL PUD PLANS COMPLY WITH ALL CONDITIONS OF PRELIMINARY PUD APPROVAL. THE APPLICANT MAY NOT APPLY FOR ANY BUILDING PERMITS AS CONTEMPLATED IN RMC 4- 9- 150(G)(7)(8) UNTIL STAFF MAKE THIS DETERMINATION. A STAFF FINDING OF CONSISTENCY WTH PRELIMINARY PUD CONDITIONS OF APPROVAL SHALL CONSTITUTE FINAL PUD APPROVAL. 23. THE PROPOSED SI7E PLAN DOES NOT REFLECT REQUIRED STREET IMPROVEMENTS ALONG SOUTH PUGET DRIVE OF AN B -FOOT SIDEWALK, B -FOOT PLANTER STRIP K17H CURB AND GUTTER, INCLUDING STREET LIG H77NG AND TWO FEET OF RIGHT- OF-WAY DEDICATION. PRIOR TO APPROVAL OF FINAL PUD APPROVAL, THE APPLICANT SHALL INCORPORATE THESE IMPROVEMENTS INTO 714E FINAL PUD PLANS OR RECEIVE A MODIFICATION FROM THE STREET IMPROVEMENTS STANDARDS 24. ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED IN ACCORDANCE WTH THE LANDSCAPING PLAN SUBMITTED BY THE APPLICANT AND APPROVED BY THE CITY, PROVIDED THAT COMMON OPEN SPACE CONTAINING NATURAL FEATURES WORTHY OF PRESERVATION MAY BE LEFT UNIMPROVED. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE DEVELOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY IN AN AMOUNT EQUAL TO THE PROVISIONS OF RMC 4-9 -060 LANDSCAPING SHALL BE PLANTED MINIM ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF TWO (2) YEARS THEREAFTER PRIOR TO THE RELEASE OF THE SECURITY DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A LANDSCAPING MAINTENANCE CONTRACT W7H A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A TWO (2) YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIVISION. LANDSCAPING SHALL BE MAINTAINED PURSUANT TO REQUIREMENTS OF RMC 4- 4-070. 25. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS ALL COMMON FACILITIES INCLUDING BUT NOT UM17ED TO UTILITIES STORM DRAINAGE, STREETS RECREATION FACILITIES ETC., SHALL BE COMPLETED BY THE DEVELOPER OR, IF DEFERRED BY THE PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR OR HIS/HER DESIGNEE, ASSURED THROUGH A SECURITY DEVICE 70 THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9 -060, EXCEPT FOR SUCH COMMON FACILITIES THAT ARE INTENDED TO SERVE ONLY FUTURE PHASES OF A PLANNED URBAN DEVELOPMENT. ALL COMMON FACILITIES NOT DEDICATED TO THE CITY SHALL BE PERMANENTLY MAINTAINED BY THE PUNNED URBAN DEVELOPMENT OWNER, lF THERE IS ONLY ONE OWNER, OR BY THE PROPERTY OWNERS' ASSOCIATION, OR THE AGEN7(S) THEREOF. IN THE EVENT THAT SUCH FACILITIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER. AS DETERMINED BY 774E CITY, THE CITY SHALL HAVE THE RIGHT 70 PROVIDE FOR THE MAINTENANCE THEREOF AND BILL THE OWNER OR PROPERTY OWINERS' ASSOCIATION ACCORDINGLY. SUCH BILL IF UNPAID, SHALL BECOME A LIEN AGAINST EACH INDIVIDUAL PROPERTY. FINAL PUD: EXPIRATION: THE APPLICANT SHALL PREPARE AND SUBMIT BUILDING PERMIT APPUCARONS WHICH ARE ACCEPTED AS SUBSTANTIALLY COMPLETE TO 774E DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT WTIHIN SIX (6) MONTHS OF THE EFFECTIVE DATE OF APPROVAL THE DEVELOPER SHALL COMPLETE THE APPROVED PUNNED URBAN DEVELOPMENT OR ANY PHASE THEREOF INCLUDED IN THE APPROVED FINAL PLAN WTH/N TWO (2) YEARS FROM THE DATE OF THE DECISION TO APPROVE 7HE FINAL PLAN BY THE PLANNING DIRECTOR, UNLESS A SHORTER TIME IS DESIGNATED. FAILURE TO COMPLETE THE PUNNED URBAN DEVELOPMENT, OR ANY PHASE THEREOF, WTH/N THIS TIME LIMIT WLL REQUIRE THE SUBMITTAL OF A NEW PREUMINARY AND FINAL PLAN APPLICATION IN ORDER TO CONTINUE CONSnRUCTON OF THE PLANNED URBAN DEVELOPMENT. FAILURE TO SUBMIT A NEW APPLICATION OR TO COMPLETE THE PUNNED URBAN DEVELOPMENT ONCE CONSTRUCTION HAS BEGUN SHALL CONSTITUTE ABANDONMENT OF THE PLANNED URBAN DEVELOPMENT SUBJECT 70 SUBSECTION J OF RMC SECTION 4-9 -150. EXPIRATION OF ANY BUILDING PERMIT ISSUED FOR A PLANNED URBAN DEVELOPMENT SHALL BE GOVERNED BY THE PROVISIONS OF THE APPLICABLE BUILDING CODE. CONSTRUCTION OF ANY PORTION OF THE PUNNED URBAN DEVELOPMENT REQUIRES A CURRENT APPROVED PLANNED URBAN DEVELOPMENT AND A CURRENT DATED THIS 107H, DAY OF APRIL 2012 R=370102 STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY PLANS FOR STRUCTURES SUCH AS BRIDGES VAULTS AND RETAINING WALLS REQUIRE A SEPARA IF RENEW AND APPROVAL BY THE CITY PRIOR TO CON57RUCTION. 2 ROCKERIES ARE CONSIDERED 70 BE A METHOD OF BANK STABIUZA77ON AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS ALL ROCKERIES IN CITY ROAD RIGHT- OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WIN CITY STANDARDS ROCKERIES OUTSIDE OF ROAD RIGHT- OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WTH THE INTERNATIONAL BUILDING CODE. EMERGENCY RADIO COVERAGE NOTE.* BUILDING SHALL MEET CITY OF REN70N EMERGENCY RADIO COVERAGE ORDINANCE. THIRD PARTY 7ES77NG SHALL CONFIRM RADIO SIGNAL COVERAGE AND AMPUFICA71ON EQUIPMENT SHALL BE INSTALLED IF COVERAGE IS INSUFROENT. SEPARATE PLANS AND PERMITS REQUIRED FOR INSTALLATIONN, CITY OF RENTON Approved byjj2m. Date: , s 3 Approved by: Date: Approved by: Date: Approved by: Date: TRIAD J 0 a.' Q 0 2 Q Z V 2 Q W 2 4- 2 � 8 8 12 12 b }�j FFL��1 n a� TRIAD ASSOCIATES 12112115th Ave. W Kirkland, WA 88034.6923 425.821.8448 425.821.3481 fax 800.488.0758 too free a v.wAnadaecodate net J r p J Www 0) Q PC O � V 2 Q J m /0 V 2 2 H 0 W 0 V �. iI7Ar: ci PRIUM SOSFSFOH KEVIN C FLYN( FE DENSE LFIN, RLA FHDB= LANDSCAFB ASC®F&.7 FWT SUMff L DAM 101`15/12 SCH& Imm. ffiP ffw NOT FAM umm SICM AND DAf6D JON N°. 09- 0./2c9 SN&Bf 140. C 1. 10F 1J EROS /ON CONTROL NOTES SW 1/4 OF SEC. 20, TWP. 23N.,__RGE. 05E., W.M. , ," " SSMH ,7095 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - 97E IMPROVEMENTS, SURFACE WATER UTILITY, AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES RE57R1CT014S CHANNELS -" s ' " 8" PVC lE 280.07 (IN E),, 1� WASTEWATER UTILITY, WATER U77UTY, AND TRANSPORTATION PLANS OR RETENTION FACIUDES " 8 P,VC It 279:69 (OUT W) i C 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING 8. ANY AREAS OF EXPOSED SOILS INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISNRBED ' �' C9 itl MUST BE HELD WITH THE CITY OF RENTON, PUBLIC *VRKS DESIGN ENGINEER. FOR TWO DAYS DURING THE MET SEASON (OCTOBER IST 7ROUGH MARCH 307H) OR SEVEN DAYS .. ' 10CB -4 TYPE' II " 3 THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABIUZED WITH z ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING PLAS77C COVERING` ETF). " (` 12" CMP IE 288'.2 (N E) FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN 9, MET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION LOT 1 CONNECT PROPOSED 12 "„CMP IE X288.57 (OUT -w) - MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSVIE UNLESS OTHERWISE APPROVED BY THE C86 (DISCHARGE , BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE C17Y TIHROUGH AN ADJUSTMENT PROCESS. S.P. LUA -96- 1 49 -SHPL 8 MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR 7HE DURATION OF CONSTRUCTION. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER MONITORING POINT) 4. STABILIM) CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION DESIGN MANUAL. VOL, 1 13, P. 213 6" PVC O 2X:;M/N AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS CONS7RUC7E0 11. ANY AREA NEEDING ESC MEASURES, NOT REWIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WHEEL WASH SYSTEMS OR WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE WITHIN SEVEN (7) DAYS KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR 7HE OURA RON OF 7HE 12, THE ESC FACILITIES DN INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A " PROJECT. MONTH OR W7H /N 24 HOURS FOLLOWING A STORM EVENT. RL fER "CONE GU i I,. S ALL REQUIRED SEDIMEN7ATION/EROSON CON7ROL FACIU7ES MUST BE CONSTRUCTED AND IN 13. AT NO 71ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED 70 ACCUMULATE WITHIN SEE DETAIL .ON „ ___J OPERATIOV PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT 7RANSPORTA77ON OF A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PR /OR 70 PAVING J i,1 Zvi h SEDIMENT 70 SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERRES. ALL EROSION THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNRL SUCH TIME SYSTEM. THAT CLEARING AND /OR C0NS7RUC770N IS COMPLETE AND P07EN77AL FOR ON -SITE EROSION HAS 14, DURING THE 77ME PERIOD OF OCTOBER IST THROUGH MARCH 30TH ALL PROJECT DISTRIBUTED SOIL PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD /TIONS 70 AREAS GREATER, THAT ARE 7O BE LEFT UN- WORKED FOR MORE THAN 12 HOURS SHALL BE COVERED 11 B MULCH SODDING OR PLASDC COVERING, • i EROSION 1AND SE ON THE R Y USED CONTROL SYSTEMS SHALL BE E ESPONSIB/UTY OF THE PERMl7EE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON A THIS DRAWING ARE INTENDED TO BE 15. ANY PERMANENT THEN NECESSARY ERN FACILITY USED AS A TEMPORARY LL PROVIDE BASIN SHALL MINIMUM REQUIREMENTS 70 MEET UN IPECTLD OR SEASONAL CONDI7IONS DDATIDZ& THE PERM7FE SHALL ANTICIPATE THAPROGRESSES ORE EROSION A40DIFIED WITH IF THE ERMANEN SON CONTROL IS TO FUNCRONUL 77MA TELY AN lN�7RA77ON ., ' - ., W AND SEDIMENTATION CONTROL FACIU77ES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES -. CCE NG LIMlis ON THE PROPOSED 97E DURING THE COURSE OF CONS7RUCTIOA; IT SHALL BE THE OBLIGATION AND ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY, ( ) CD RESPONSIBILITY OF THE PERMI7EE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREA TED BY THE 16. PRIOR r0 THE BEGINNING OF THE WET SEASON (OCT 1), ALL DISTURBED AREAS SHALL BE -1 Q ACTIVITIES AND 70 PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE MINIMUM REQUIREMENTS AS MAY REVIEWED 70 IDEN77FY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WA 7ER QUALITY OF THE RECEIVING DRAINAGE DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE MET SEASON. / ,v" • r0 SYSTEM. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS 70 REMAIN UNCOVERED ,,,/ g2 I / ��� 7, APPROVAL OF THIS PLAN IS FOR EROSON/SEDIMENTATION CONTROL ONLY, IT DOES NOT CONSTI7U7E SHALL BE SUBMITTED TO 774E CITY OF RENION FOR RENEW SED /MEND TRAP `i ry FITTER f,ABR /C fENl7r1G 0 ry°6 ALONG gDGE OF NGPA I Z [lMl ) SEE jDE AIL xL , � ROIKC CHE( O:C Ile DAMS, ON 22 /. A Gj1GN - -r AT 5 ' " "flP a s£cnoN of c $� SWALE'OR. as NEEDED - - " E1� To SRCCEPT OR SWALE ' T TRAP 1 r O CATCH BASIN P [-I - - 3 . : .. .... - - .•,. SEE DETAIL ON C2.2 (TIP) y ` FILTER CONE OU11ETi- INSTALL Z NEW:6' PVC PIPE AT MIN -_ , E'I W SLOPE: CONSTRUCT AA ul I�i N. c� F TEMPORARY CONNECTION 70 ,V+ �j EVS77NO ti4T�QRAl DETAILS ON 4 CB AZI16 Ij .,. ,; 8" CMP IE 286.29 (IN -S) _- •• 9 4" CPP IE 286.42 (OUT - .E' r / �I /' 1 (UNDEVELOPED) 56 AC ACRES " '' .r " . �^PR pE�- 1ENPOR11�' M z r � , TOP 140 : I�Ir %: ..'� ,�,✓ = raP288.?5 1 I. �\ _.. -, A v ,� PdS -12" GONG 1E.284.91 (IN -E) i 1 ., II IST !' t � 8" CMP IE 2 _ 12 "GONG. 1E- 284.36(O(/7 , _ -J^•� r4r r.y /�'�I P /ii -a' CARP. IE 285.3 IN' � > INTERCEPTOR SWALE'-TO PROVIDE CATCH a SEDIMENT TRAP 2 SIA7 PRO 7EC7/ON €� SEDIMENT TRAP 2 BA l (6 SF) 0 FOR PATIO DRAINS OF SOMH 7260 TOP 312.00 EX /STING ASPHALT OR/Vfy r I 18" CONC. lE 302.88 RETAIN AND USE AS O LZ N2" RfSTRlCON lE 303.08 CA PCH PROTECT! �`� • TOO 1 ' �CONSTRUCTION ENTRANCE Jr"1 , M ,� � ��'� , /1��' 6" PVC IE 30.130 e -�'' (np)L ON �I CLEARING UMI7S (I)P) PROVIDE MULCHING OR NOTE: ALL SEDIMENT TRAPSAWNOFF S70RAGE HAY 70 STAB/UZE LOCA71ONS AECONTRACTOR ECOWMEIVDA71ONS FOR THE _ DIS7URBED SOILS REQUIRED (TYP) AS FACILITIES OR EMPLOY 7ERNATE STORAGE THESE (Er. BAKER TANKS) WITH CITY INSPECTOR APPROVAL NOTE' DUE TO I7S SIZE, 7H /S PRO,/ECT MUST OBTAIN COVERAGE UNDER THE NPDES BASELINE PERMIT FOR DISCHARGE OF STORMWA TER RUNOFF DURING CONS7RUC770N. A SEPARATE STORM WATER POLLUTION PREVEN77ON PLAN (SNPPP) HAS BEEN DEVELOPED FOR THIS PROXCT, INCORPORATING 7HE TEMPORARY EROSION CONTROL MEASURES DEPICTED HEREON. THE CONTRACTOR SHALL OBTAIN A COPY OF THE NPD£S PERMIT AND THE SNPPP AND REFER 70 IT FOR ADD17101VAL REQUIREMENTS AND GUIDANCE RELATED 7O CONS7RUC77ON PERIOD STORM WATER MANAGEMENT - PAR7ICULARLY MONITORING REQUIREMENTS AND SUPPLEMENTAL MEASURES TO BE IMPLEMENTED SHOULD S17E CON91770NS WARRANT ADDITIONAL PROTEC770N. SPEC /AL EROS /ON CONTROL NOTES A. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACES THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE S. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING STALL BE STOCKPILED ONSTE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS THE MATERIAL SHALL BE REAPPLIED TO 07HER PORTIONS OF THE SITE WHERE FEASIBLE C. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY, THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL HAVE ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 50MH #7260 TOP 312.00 78" CONC. IE 302.88 DRAIN SYS� PER. 8" PVC IE 323.30 EXISTING MULTI - FAMILY 01 CB -6 BUILDING SHEET C3.0 RIM 310.45 12" CMP IE 303.77 (IN -SE 18" CMP IE 303.21 (OUT -NW 559H#7263 C�OpNNE/CI(T717 ROPPSED 8" PVC IE 301.70 (OUT -W) V , 8" P" 'r an, Rn i WV MONITORING NT) 0! a n n � n p b m 0 U x i a C. m a o a ,OS � o Z A a °o p o % N o� 8 M a s N� y 00 m g a a0 q f U 00 .� p a4 Z �I CLEARING UMI7S (I)P) PROVIDE MULCHING OR NOTE: ALL SEDIMENT TRAPSAWNOFF S70RAGE HAY 70 STAB/UZE LOCA71ONS AECONTRACTOR ECOWMEIVDA71ONS FOR THE _ DIS7URBED SOILS REQUIRED (TYP) AS FACILITIES OR EMPLOY 7ERNATE STORAGE THESE (Er. BAKER TANKS) WITH CITY INSPECTOR APPROVAL NOTE' DUE TO I7S SIZE, 7H /S PRO,/ECT MUST OBTAIN COVERAGE UNDER THE NPDES BASELINE PERMIT FOR DISCHARGE OF STORMWA TER RUNOFF DURING CONS7RUC770N. A SEPARATE STORM WATER POLLUTION PREVEN77ON PLAN (SNPPP) HAS BEEN DEVELOPED FOR THIS PROXCT, INCORPORATING 7HE TEMPORARY EROSION CONTROL MEASURES DEPICTED HEREON. THE CONTRACTOR SHALL OBTAIN A COPY OF THE NPD£S PERMIT AND THE SNPPP AND REFER 70 IT FOR ADD17101VAL REQUIREMENTS AND GUIDANCE RELATED 7O CONS7RUC77ON PERIOD STORM WATER MANAGEMENT - PAR7ICULARLY MONITORING REQUIREMENTS AND SUPPLEMENTAL MEASURES TO BE IMPLEMENTED SHOULD S17E CON91770NS WARRANT ADDITIONAL PROTEC770N. SPEC /AL EROS /ON CONTROL NOTES A. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACES THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE S. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING STALL BE STOCKPILED ONSTE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS THE MATERIAL SHALL BE REAPPLIED TO 07HER PORTIONS OF THE SITE WHERE FEASIBLE C. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY, THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL HAVE ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. z G SCALE: 1"= 20' O 10 20 40 f\ v / R- 310103 COCA ON OF EVS77NG UTIU7IES SHONN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RAC7OR'S RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR 70 PROCEEDING WITH C0NS7RUC770N. YOU MUST CALL 1- 800- 424 -5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON NHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS t i r (>lpm rn 50MH #7260 TOP 312.00 78" CONC. IE 302.88 12" RESTRIC77ON IE 303.08 8" PVC IE 323.30 EXISTING MULTI - FAMILY 01 CB -6 BUILDING RIM 310.45 12" CMP IE 303.77 (IN -SE 18" CMP IE 303.21 (OUT -NW 559H#7263 RIM 310.53 8" PVC IE 301.70 (OUT -W) V , 8" P" 'r an, Rn z G SCALE: 1"= 20' O 10 20 40 f\ v / R- 310103 COCA ON OF EVS77NG UTIU7IES SHONN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RAC7OR'S RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR 70 PROCEEDING WITH C0NS7RUC770N. YOU MUST CALL 1- 800- 424 -5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON NHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS t i r (>lpm rn CITY OF ENTON Approved by Date: . 3 /.1 Approved by: Date: Approved by: Date: Approved by: Date: c6 A- 3 70103 2013 TRIAD 1� TRIAD ASSOCIATES 12112115th Ave. NE Kiddand, WA 980341923 425.821.8448 425.821.3481 fax 800.408.0756 U1 flee v Anadassociates.net 2 2 0 .4 3 �Q 2 V Fez 2 W 0 �W a TNu m c X ♦0 0 V , V yuy 13k5 R1 DD o C ga ga o s s � �Ca °z 7RF"Y r. LWEAV, PIS MAW S HAARISON, PLS PROJSCI' SORRM I0:VI N a FLW^ PE PBWSCr BNGM= OIafSE Li'7N. a!A PBDB3Cr » dBCBT[61,T MST SUBy11TAL DA48: 101`15112 SLAT ' MIL' 1 =20' W.WIA mw NOT TAM U1N/SS SIGNED M DA18D JOB NO. 09 -029 sBnr NO. C2.00 16A �1 'V y' t V , e i CITY OF ENTON Approved by Date: . 3 /.1 Approved by: Date: Approved by: Date: Approved by: Date: c6 A- 3 70103 2013 TRIAD 1� TRIAD ASSOCIATES 12112115th Ave. NE Kiddand, WA 980341923 425.821.8448 425.821.3481 fax 800.408.0756 U1 flee v Anadassociates.net 2 2 0 .4 3 �Q 2 V Fez 2 W 0 �W a TNu m c X ♦0 0 V , V yuy 13k5 R1 DD o C ga ga o s s � �Ca °z 7RF"Y r. LWEAV, PIS MAW S HAARISON, PLS PROJSCI' SORRM I0:VI N a FLW^ PE PBWSCr BNGM= OIafSE Li'7N. a!A PBDB3Cr » dBCBT[61,T MST SUBy11TAL DA48: 101`15112 SLAT ' MIL' 1 =20' W.WIA mw NOT TAM U1N/SS SIGNED M DA18D JOB NO. 09 -029 sBnr NO. C2.00 16A m G 6 R I J Q rK \\\0% �l 4 fi \\ A A s z CC, -N .� �W�yy �p `� °yq� T, t if EDC LS m FILTER CONE OUTLET. PUM \\ CLARIFIED DISCHARGE IN70 OAl\ INSTALL NEW 6' PIC PIP£ AT \ \\ �. MIN 2W SLOPE; CONSTRUCT A 9 TEMPORARY CONNEC710N 70 3! 07S77NG STORM DRAIN. SEE DETAILS ON C22 CONNECT 70 EMS77NG Z N N C (DISCHARGE x MO 17MNG P01I 1 1 E 8 � 5 TOP 328.63 � w U i a q O O E 2 ti a 2 a o cS a% n� NO 00 Q W 6 ao q U W 00 6a m, alai 05A \ °yA op POWER TRANSMISSION TOWER tiq \ 'yA °y A O O O O \ 'yA yq \ % \ oyA O,y pyq LARGE STEEL POWER \�,L,O OyA\ O A \ 05- FOR TRANSMISSION LINES yq yA \ \X 0% A�p3 is AP CLEARING LIMITS CONSTRUCT 15 x80 (L) ROCK CANS7RUC EN7RANCE PER L, SHEET C22. ROCK CHECK D %AT 50.O.C. ON ED S LE AS OR AS NEEDED 1 4 \oy A Sq A py \� A °ham INTERCEPTOR SWALE 70 DIRECT RUNOFF TO SEDIMENT 7RAP. (71P) °yA \ \ °y\y4o�P 1 \ LOCO NOT T� SCALE 5 \0% °yA ,yggP 11 °y- , , �'0/, \\`\� oyO \ ,% (( p p f�"P y\ Vv yA bA rp� oq\ nLONG AB R11�C� LING \ . \ C2SdA 0/1, r2.1 (�) °yA O,Sq PRCIPOS� L S70CICPlLE AREA CpN7RACTOR Y ADJVST F007PRfl�fo 19 0 0 AND HEIGHT AS N17H /N (XEAPo kip 'sA '�.e\ �.. UM173 70 A _ COATE REL � A _ 2 1 (jYP) 66 % %LS _#,�3, 0s, 4Z °y °.. ' 'Oh ekl .AP 5 EX RUDED CO CRARY 12 A pyq �� k soco vz A FOR 7RAP 7 LOfA IS A MAY R RELOCATE 7IOV FOR THE CON 70R. CO!•l1R TOR MAY RELOCATE. ' °yA,: THIS FACILITY OR PLOY AL TE STORAGE 6 � EX-SflPff� -- °yq FACILITY (t-G. BAKE7kTANK) Ili INSPEC704 \ LIGHT "A ClCU 17RY' % iPWV APPROVAL (Typ) h ° ADC m A p% O� \� 9,6 °yq EXTRUDED 'Sq 01 fl — OVERHEAD POWER NLERENDYARON OF TRANSM155FON N1RE MEASURED ASP • ON JULY 27, 2013 TEMP. = 67F, HUMIDITY = 57.T. BAROMETRIC PRESSURE = 30.14' °yq CONSTRUCT /ON NOTES: //-�■y\ \\ oyA 1.) INSTALL CONSTRUCRON ENTRIES, PERM17FR SILT FENCE AND TEMPORARY SEDIMENT TRAP. 0 I 0 \ 2) CLEAR AND GRUB REMAINDER OF SITE WITHIN CLEARING LIMITS. 3) ROUGH GRAVE S70CKPILE AND STAGING AREAS TO CREATE LEVEL SUBGRADE. OyA ,� 03 4) INSTALL PERIMETER INTERCEPTOR SWAGES. Aa{P• z SEDIMENT 7RAP SI2/NG CALCULA7/OYVS 5) PLACE AND COMPACT FILL PER PROJECT GE07ECHNICAL ENGINEER'S DIRECTION. 0 SEE DETAIL SHEET C22 6) PROTECT STOCKPILE WITH SHEET PLASTIC. UT 7) SEE 07HER 7ESC N07ES AND DETAILS SHEET C22 OF 16. DEFS/TE STOCKPILE / STAGING �j 70P OF NEW DIMENSION: 22 FT. x 24 FT. WORK SHOWN IS ALLOWED PER EX/S77NG LIMITED USE PERMIT rr 80770M ELEVA77ON = 325.5 FROM PSE. (RECORDED UNDER AUDITORS FILE NO. 6514859) BERM ELEVARGN =331.0 SPEC /AL EROS /ON CONTROL NOTES DESIGN FLONRATE = DEVELOPED 2 -YR RUNOFF EVENT (ASSUMING 100% IMPERVIOUS COVERAGE) = 0.1646 CFS (CONSERVA77W) REQUIRED SURFACE AREA = DESIGN FLONRATE x ZOBO SO. FT. = 343 SO. FT. PROVIDED SURFACE AREA AT D. WS. (329.0) - 500SF P A. 7HE SOIL MOISTURE HOLDING CAPACITY OF COMPLE770M WU NOT BE COVERED BY IMF FACILITY MUST BE PROTECTED. THE DUFF I UNDISTURBED STATE 70 THE MAXIMUM EX7 B. ANY DUFF LAYER OR TOPSOIL REMOVED DI DESIGNATED, CONTROLLED AREA NOT ADJA MATERIAL SHALL BE REAPPLIED TO 07HER C THE SOIL IN ANY AREA THAT HAS BEEN CI LAYER OR UNDERLYING TOPSOIL REMOVED MOISTURE- HOLDING CAPACITY. THE AMEND, REPLACED TOPSOIL SHALL HAVE ORGANIC AND A PH SUITABLE FOR THE PROPOSED I i SURFACES THAT AT PR06ECT OR INCORPORATED IN70 A DRAINAGE TOPSOIL SHALL BE RETAINED IN AN ILL BE STOCKPILED ON97E IN A -SOURCES AND CRITICAL AREAS THE 97E NHERE FEASIBLE. ' HAS HAD SOME OR ALL OF THE DUFF 7 TO MI77GA7E FOR LOSS OF PLACE BETWEEN MAY 1 AND OCTOBER 1. IETNEEN 8 AND 13 PERCENT DRY HEIGHT -�)ryA E 2 ,2. yA 0 _ — J SIGN BLOCK WATCH' � J/ \ 3�P99 REMOVE 14OLF: OF EXTRUDED CURB s 4".4" POST \ t ADDRESS SIGN ANC. & STONE SCALE: 1"= 20' 0 10 20 40 CITY 0 � RENTON Approved b . ^+s�fU' r) Date: fu/3(73 Approved by: Date: Approved by: Date: Approved by: Date: cp; ✓- 370(04 1� TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 425.821.3481 fax 8W tftft.07%toll free vm^x.tdadassociates.net Q 3a x OV 3 co = J W Q Qa � QO j V 2 �4 W C9 2 C m o O y4 E3 � �o e li l� o $ n n Q n o m w U i a q O O E 2 ti a 2 a o cS a% n� NO 00 Q W 6 ao q U W 00 6a m, alai 05A \ °yA op POWER TRANSMISSION TOWER tiq \ 'yA °y A O O O O \ 'yA yq \ % \ oyA O,y pyq LARGE STEEL POWER \�,L,O OyA\ O A \ 05- FOR TRANSMISSION LINES yq yA \ \X 0% A�p3 is AP CLEARING LIMITS CONSTRUCT 15 x80 (L) ROCK CANS7RUC EN7RANCE PER L, SHEET C22. ROCK CHECK D %AT 50.O.C. ON ED S LE AS OR AS NEEDED 1 4 \oy A Sq A py \� A °ham INTERCEPTOR SWALE 70 DIRECT RUNOFF TO SEDIMENT 7RAP. (71P) °yA \ \ °y\y4o�P 1 \ LOCO NOT T� SCALE 5 \0% °yA ,yggP 11 °y- , , �'0/, \\`\� oyO \ ,% (( p p f�"P y\ Vv yA bA rp� oq\ nLONG AB R11�C� LING \ . \ C2SdA 0/1, r2.1 (�) °yA O,Sq PRCIPOS� L S70CICPlLE AREA CpN7RACTOR Y ADJVST F007PRfl�fo 19 0 0 AND HEIGHT AS N17H /N (XEAPo kip 'sA '�.e\ �.. UM173 70 A _ COATE REL � A _ 2 1 (jYP) 66 % %LS _#,�3, 0s, 4Z °y °.. ' 'Oh ekl .AP 5 EX RUDED CO CRARY 12 A pyq �� k soco vz A FOR 7RAP 7 LOfA IS A MAY R RELOCATE 7IOV FOR THE CON 70R. CO!•l1R TOR MAY RELOCATE. ' °yA,: THIS FACILITY OR PLOY AL TE STORAGE 6 � EX-SflPff� -- °yq FACILITY (t-G. BAKE7kTANK) Ili INSPEC704 \ LIGHT "A ClCU 17RY' % iPWV APPROVAL (Typ) h ° ADC m A p% O� \� 9,6 °yq EXTRUDED 'Sq 01 fl — OVERHEAD POWER NLERENDYARON OF TRANSM155FON N1RE MEASURED ASP • ON JULY 27, 2013 TEMP. = 67F, HUMIDITY = 57.T. BAROMETRIC PRESSURE = 30.14' °yq CONSTRUCT /ON NOTES: //-�■y\ \\ oyA 1.) INSTALL CONSTRUCRON ENTRIES, PERM17FR SILT FENCE AND TEMPORARY SEDIMENT TRAP. 0 I 0 \ 2) CLEAR AND GRUB REMAINDER OF SITE WITHIN CLEARING LIMITS. 3) ROUGH GRAVE S70CKPILE AND STAGING AREAS TO CREATE LEVEL SUBGRADE. OyA ,� 03 4) INSTALL PERIMETER INTERCEPTOR SWAGES. Aa{P• z SEDIMENT 7RAP SI2/NG CALCULA7/OYVS 5) PLACE AND COMPACT FILL PER PROJECT GE07ECHNICAL ENGINEER'S DIRECTION. 0 SEE DETAIL SHEET C22 6) PROTECT STOCKPILE WITH SHEET PLASTIC. UT 7) SEE 07HER 7ESC N07ES AND DETAILS SHEET C22 OF 16. DEFS/TE STOCKPILE / STAGING �j 70P OF NEW DIMENSION: 22 FT. x 24 FT. WORK SHOWN IS ALLOWED PER EX/S77NG LIMITED USE PERMIT rr 80770M ELEVA77ON = 325.5 FROM PSE. (RECORDED UNDER AUDITORS FILE NO. 6514859) BERM ELEVARGN =331.0 SPEC /AL EROS /ON CONTROL NOTES DESIGN FLONRATE = DEVELOPED 2 -YR RUNOFF EVENT (ASSUMING 100% IMPERVIOUS COVERAGE) = 0.1646 CFS (CONSERVA77W) REQUIRED SURFACE AREA = DESIGN FLONRATE x ZOBO SO. FT. = 343 SO. FT. PROVIDED SURFACE AREA AT D. WS. (329.0) - 500SF P A. 7HE SOIL MOISTURE HOLDING CAPACITY OF COMPLE770M WU NOT BE COVERED BY IMF FACILITY MUST BE PROTECTED. THE DUFF I UNDISTURBED STATE 70 THE MAXIMUM EX7 B. ANY DUFF LAYER OR TOPSOIL REMOVED DI DESIGNATED, CONTROLLED AREA NOT ADJA MATERIAL SHALL BE REAPPLIED TO 07HER C THE SOIL IN ANY AREA THAT HAS BEEN CI LAYER OR UNDERLYING TOPSOIL REMOVED MOISTURE- HOLDING CAPACITY. THE AMEND, REPLACED TOPSOIL SHALL HAVE ORGANIC AND A PH SUITABLE FOR THE PROPOSED I i SURFACES THAT AT PR06ECT OR INCORPORATED IN70 A DRAINAGE TOPSOIL SHALL BE RETAINED IN AN ILL BE STOCKPILED ON97E IN A -SOURCES AND CRITICAL AREAS THE 97E NHERE FEASIBLE. ' HAS HAD SOME OR ALL OF THE DUFF 7 TO MI77GA7E FOR LOSS OF PLACE BETWEEN MAY 1 AND OCTOBER 1. IETNEEN 8 AND 13 PERCENT DRY HEIGHT -�)ryA E 2 ,2. yA 0 _ — J SIGN BLOCK WATCH' � J/ \ 3�P99 REMOVE 14OLF: OF EXTRUDED CURB s 4".4" POST \ t ADDRESS SIGN ANC. & STONE SCALE: 1"= 20' 0 10 20 40 CITY 0 � RENTON Approved b . ^+s�fU' r) Date: fu/3(73 Approved by: Date: Approved by: Date: Approved by: Date: cp; ✓- 370(04 1� TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 425.821.3481 fax 8W tftft.07%toll free vm^x.tdadassociates.net Q 3a x OV 3 co = J W Q Qa � QO j V 2 �4 W C9 2 C m o O y4 E3 � �o °z QXIXRY T. ANEAU PLS PEDn= NANA= MAMC S HARMWX PIS FRI)B T SUPsYOS ATM C FLYMK PE FHOIBLT FNGUI= DEWX LFIK RLA FHOISM LANDS AP8 ASCEITNT F®SY SUMUITAL DAYS: 10115112 Sf.AI& 10M 11-20' W-AfIA 9T W NUr VALID UNLESS SN2UW AND DAM JOB NO. 09 -029 SSB6r N0. � A .0 il A e o $ °z QXIXRY T. ANEAU PLS PEDn= NANA= MAMC S HARMWX PIS FRI)B T SUPsYOS ATM C FLYMK PE FHOIBLT FNGUI= DEWX LFIK RLA FHOISM LANDS AP8 ASCEITNT F®SY SUMUITAL DAYS: 10115112 Sf.AI& 10M 11-20' W-AfIA 9T W NUr VALID UNLESS SN2UW AND DAM JOB NO. 09 -029 SSB6r N0. � A .0 il A LJ: f u/ J W ry O � O ty� S ` 8 0 r 91 E31 ROp(WSFCQAREIELYCOVERTME eorrou ANDSIOes BFTxE DITCH 6FW. 34'MIN. x18L0{69 Q 2' ROCK L= THEDSTANCESUGH TNgT IVINIS i AANO BAREOF EWAL EIEVATNIN 1= A L D 11-1 I 1= �I -ICI- III- 1�1,�111 j NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. I TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. Z MANTENANCESTANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN OS FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 22 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. ® PUB11C WORKS CHECK DAMS SPACING AND SID. PLAN - 217.40 4 ' DEPARTMENT CROSS SECTIONS MARCH 2008 d 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FORALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN IN FEET OF A DISTURBED OR CONSTRUCTON AREA , UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND ORTRAP. 1.2. MY BE OSED ANYWHERE ATTHE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. IA THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGERTHAN I ACRE Z DESIGN AND dSTALLATION BPECF1CATpN$ 11. FILTER FABRIC IS ONLYALLOWED WERE PONDING WILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER 2x THE PIACEMENTOF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES I3 STRICTLY DIMfIED AND DISCOURAGED. 1 MANTENANCE STANDAft05 3.1. ANTACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST SE DISPOSED OF AS FILLON SITE OR HAULED OFF SITE PUBLIC WORKS FILTER FABRIC PROTECTION' PLAN - 218.20 DEPARTMENT MARCH 2008 4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. NOPSIMIN. ° ONVEEMY SXNLBEPAVEOTOTEEOGI S� OFROMPRpRTO1N3TAl OFIIE z o FAABla1311E5R£YOIFIMIM WGiij IL16L MX.iMFlI1MSIPEMpIFyNC TOP OF BERM EL rtR==:= -_- TNATTXE R =25 MIN. O I.w .ITE-.N1 uTwvlDUrzvFar AxcE MTM R.FFDMN50FFTEPMA 0 y TOP OF SPILLWAY EL N E� o O o ° ° 6 U�TY DRAIN DESIGN WATER SURFACE � o, DT 8 X13 �g 00 m a W� o E i a iu Z c ROp(WSFCQAREIELYCOVERTME eorrou ANDSIOes BFTxE DITCH 6FW. 34'MIN. x18L0{69 Q 2' ROCK L= THEDSTANCESUGH TNgT IVINIS i AANO BAREOF EWAL EIEVATNIN 1= A L D 11-1 I 1= �I -ICI- III- 1�1,�111 j NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. I TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. Z MANTENANCESTANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN OS FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 22 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. ® PUB11C WORKS CHECK DAMS SPACING AND SID. PLAN - 217.40 4 ' DEPARTMENT CROSS SECTIONS MARCH 2008 d 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FORALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN IN FEET OF A DISTURBED OR CONSTRUCTON AREA , UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND ORTRAP. 1.2. MY BE OSED ANYWHERE ATTHE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. IA THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGERTHAN I ACRE Z DESIGN AND dSTALLATION BPECF1CATpN$ 11. FILTER FABRIC IS ONLYALLOWED WERE PONDING WILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER 2x THE PIACEMENTOF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES I3 STRICTLY DIMfIED AND DISCOURAGED. 1 MANTENANCE STANDAft05 3.1. ANTACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST SE DISPOSED OF AS FILLON SITE OR HAULED OFF SITE PUBLIC WORKS FILTER FABRIC PROTECTION' PLAN - 218.20 DEPARTMENT MARCH 2008 4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. f / INSTP oavEWAY 4LLWET IF TNERE IS A ROPASIDE DITCH PRESENT, M PER OTY RIND STNRD M 9'-0'aWRRY SPAILS OEOTE%TILE 1r MIN.THIOENESS �� PRONLE FW. WIDIHCF METES INtliESSEORESS'VEA 1. CONDITIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE ANOTRAVEUNG ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE GM8lEN511£STHEBNGIH ASIA W751 NOPSIMIN. ° ONVEEMY SXNLBEPAVEOTOTEEOGI S� OFROMPRpRTO1N3TAl OFIIE AOSASTMWRI TRIGOFTE TO AVTOAVaEI FAABla1311E5R£YOIFIMIM WGiij IL16L MX.iMFlI1MSIPEMpIFyNC TOP OF BERM EL rtR==:= -_- TNATTXE R =25 MIN. ENIwMCE BEf.RtlXMDSOTYT I.w .ITE-.N1 uTwvlDUrzvFar AxcE MTM R.FFDMN50FFTEPMA f / INSTP oavEWAY 4LLWET IF TNERE IS A ROPASIDE DITCH PRESENT, M PER OTY RIND STNRD M 9'-0'aWRRY SPAILS OEOTE%TILE 1r MIN.THIOENESS �� PRONLE FW. WIDIHCF METES INtliESSEORESS'VEA 1. CONDITIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE ANOTRAVEUNG ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE GM8lEN511£STHEBNGIH ASIA W751 NOPSIMIN. GRAB TFNSIIE DONGATON ASTM 04832) M6 MAN, MULLEN BUMT ETPENGTH FSTM D37%90A CCO P5I MIN. AOSASTMWRI 3 (U.5.STANIDARDSIWESIZB 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, W E 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 PAD IS NO LONGER IN ACCORDANCE NATIVE. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF ETHE WHEEL WASH. IF WASHING R USED, R SHALL BEDONE ON AN AREA COVERED WITH CRUSHED ROCK, HAT WASHED WATERSHALL DRAIN TOA BETE REMOVED OR POND. 3.3. SWEEPING SHALL BE MOVE TRACKED OR PAVED NT ITE.W PAVEMENT SHALL NOT SWEEPING. BY SEDIMENT WE STREET. SWEEPING SHALL BE REMOVED OR STABILIZED ON $TILE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING GOWN THE STREET. 3.4. 3.5. BE WASHED INTO THE SUMP WHERE PUBLIC WORKS STABILIZED BID. PLAN - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 6 J INRTERFA&iIC81NLL BE9PNCED AT P OSM IRE 8TARE9•= RMOB. OR Etll VAIdf TO 1TTMl1 F1aRE TD PoRTR. Y,T eY 146. WIRE OR EWNALEM. IF BTANDARD ...THFAEROIISED MTER 1. NATIVEMOIL P=, RESM, OR MUMENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENOEO TO TREAT SURSTANTIAL AMOUNTS OF OVERUINO FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND, 2 OBSIGNANOMSTALLATIONSPECIFIQIlTIONS 21. THE GEOTEXTLE USED MOST MET WE STANDARD LIMO BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAII ARLF ON RETF. 3ilW RfVfRR10.W4RMAIfM51MRIM POST ro e w x1I1E eAOOrR R IREo .10MIPMY NG141.13 SdL031fVEi@ OYQ iM 01xPFABRIC4 Y,T eY 146. WIRE OR EWNALEM. IF BTANDARD ...THFAEROIISED MTER 1. NATIVEMOIL P=, RESM, OR MUMENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENOEO TO TREAT SURSTANTIAL AMOUNTS OF OVERUINO FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND, 2 OBSIGNANOMSTALLATIONSPECIFIQIlTIONS 21. THE GEOTEXTLE USED MOST MET WE STANDARD LIMO BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAII ARLF ON RETF. 2.2 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE WE STRENGTH OF THE FENCE WIRE BACKING OR MOSER POST SPACING MAY BE REWIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 23. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV Z4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 3. MANTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDMTELY. 32 IF CONCENTRATED FLOES ARE EVIDENT UPHILL OO THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK WE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEL TION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC( GEOTEXTILE) HAS DETERIORATED WE TO ULTRAVIOLET BREAKDOWN, IT SHALLBE REPLACED. PUBLIC WORKS DEPARTMENT 3ilW RfVfRR10.W4RMAIfM51MRIM A^31MTMdRI) FREE GRAIN /TUG MA 77R /AL SdL031fVEi@ OYQ iM 01xPFABRIC4 WATLRPERMnN11Y 0@SFG13MNIMM FAABla1311E5R£YOIFIMIM WGiij IL16L MX.iMFlI1MSIPEMpIFyNC TOP OF BERM EL WIAi. MN.FCM STANMPDSnIf1:GMFAWt OVERFLOW I mxws. I.w .ITE-.N1 uTwvlDUrzvFar AxcE MTM nxA1 x. 2.2 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE WE STRENGTH OF THE FENCE WIRE BACKING OR MOSER POST SPACING MAY BE REWIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 23. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV Z4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 3. MANTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDMTELY. 32 IF CONCENTRATED FLOES ARE EVIDENT UPHILL OO THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK WE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEL TION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC( GEOTEXTILE) HAS DETERIORATED WE TO ULTRAVIOLET BREAKDOWN, IT SHALLBE REPLACED. PUBLIC WORKS DEPARTMENT TO 955 MIN, DRY DENSITY. 4' MIN. 1' MIN. FREE GRAIN /TUG MA 77R /AL 0 0 0 1B' PERF. CRAP STANDPIPE \ SUCH AS SAND AND GRAVEL / 0 0 TOP OF BERM EL - / ROCK LWED OVERFLOW I \ / HOLES TO BE 114' (TYP) SPILL WAY 0 y TOP OF SPILLWAY EL TILE PIPE O o ° ° 6 U�TY DRAIN DESIGN WATER SURFACE TO 955 MIN, DRY DENSITY. FREE GRAIN /TUG MA 77R /AL 0 0 0 o0 SUCH AS SAND AND GRAVEL / 0 0 e ° ° 6' SHALL NOT BE U o 0 o g° MIN• 0 0 0 0 0 y TILE PIPE O o ° ° 6 U�TY DRAIN o owe �11 1' FR ®OARD OVER SPILLWAY 1' TO SPILLWAY 2' SET77JNG DEPTH 1.5' SEDIMENT STORAGE T TRAP BOTTOM EL. AND WRE OR CONCRETE BASE MAY BE REQUIRED TO STABUZE RISER PIPE. SEDIMENT TRAP WITH GRAVEL FILTER CONE DETAIL NOT TO SCALE SILT FENCE STD. PLAN - 214.00 MARCH 2008 CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND THE PRE - CONSTRUCTION MEETING Z POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERNSOR. (MAY BE CONSOLIDATED WITH THE REWIRED NOTICE OF CONSTRUCTION SIGN). J FLAG OR FENCE CLEARING UM17S 4. INSTALL aurw BASIN PROTECTION, IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENIRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS B. GRADE AND STABILIZE CONS7RUCTTON ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS ETC.) SIMULTANEOUSLY WT7H CLEARING AND GRADING FOR PROJECT DEVELOPMENT. )0. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTDN STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. if. RELOCATE EROSION CONTROL MEASURE$ OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS 12. COVER ALL AREAS THAT WU BE UNWORKED FOR MORE THAN SEVEN DAYS DURING TH£ DRY SEASON OR TND DAYS DURING 771E WET SEASON WITH STRAW, ROOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS M7H /N SEVEN DAYS OF REACHING FINAL GRADE 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNRDRKED FOR MORE THAN M DAYS 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMP'S lF APPROPRIA7E R- 310105 CITY OF RENTON Approved by: A< L Date: tots/z.1 Approved by: Date: Approved by: Date: Approved by: Date: CIS; �-� 70175 T78AD ASSOCIATES Q Q I� 2 a V TRLAD ASSOCIATES 1211211511, Ave. NE KITMand, WA 98034-6923 425.821.8448 425.821.3451 fax 800.488.0758 toll fRee WNM,tnaclaa ales.net J J 'w v+ Lu V \ ~ - W 2 a O V 'V � Z W Q 2 2 y 3 0 W n .nt n °z GIM' DaY T. ,LAS AU. Fss PRO= WANAM MARK S HAI Ill FLS PROIRCT ROROM KEVIN C FLYW PE PROIRC! Bli1R� DEMSE LFTSI ISA PROIRCT LAIRSM ARCBITWr FIRST RRORITAL DM 10/15/12 SEMI& Rte: vw: RTtlP NOT WD oNl%45 Sm AIR TTATRO '°° NO. 09 -029 7113: R ri 9 n z U, i SW 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. SSMH 7095 FALL PR07EC770M NOTE. 111 950 PER CITY OF RENTON STANDARD.% PROVIDE GUARDRAILS ...... HE a F� RawO7,(IN�SE), PVC 286.07 IN-E AT TOP OF ALL WALLS ACCESSIBLE TO PEDESTRIANS I RAILS] a PVC �79,69' (CUT ?D LGArRD E GUARDRAILS (WERE DROP EXCEEDS 30-) AND HANDRAILS AT ALL STAIRS WIN 3 OR MORE RISERS (SEE ARCHITEC7UREILANDSCAPE PLANS FOR DETAIL). .... 1 +58. fl, 45.1 (R7 TYPE ZL FOR CATCH BASIN DETAILS� SEE SHEET CIA ... ... 12+7199 .1 . ...... • TYPE 1. PER RENTON SID PLAN 200.00 • TYPE IL* PER REN70N SID PLAN 200.10 • V-,7REN TYPE 2 PER REN70N SID PLAN 201.00 LF CH DRAW 4 12'pvc 8. ....... rA JE,29160, T__w) ...... (AGO CH SL ALL P110 PIPES Ul-10 FOR 7HE STORM 09,45QUAL. DRAINAGE SVS7EM SHALL BE IWITE. SCALE: 1"= 20' A a 10 20 40 NFA DRAIN MANIFOLD & 2.00X MIN. 29 yqih PROPOSED 2 �fw) BY LEVEL EL 29300 RIW DED.,- RIM 30010 jc r 11 CON E 301.9 'ZIA HIGH "N T EXTEND CURB 7' �EL 30404 FACILITA GRADE IF STAIRWA Y TTANSIT, MY ARCHITECTURAL PLANS E _��OWARROW_ WT VANED (wz TYPE 1 0 j� '447,v. 298.20 W/ VANED GRA 3+85.91, 0.00' �� JOJ. 4 " 304.0 MIMAT cn rrcArvcn IFVL UrLK YON SID. DWG, FOO4.2 DETAIL. SHEET CJ L5 OVE EXIST CURB AND SIDEWALK RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4. EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND TIER PER REN70N SID PLAN'S F001 AND FOOS. DETAILS, SHEET CJLS. 5 CLEARANCE AND EQUIPPED Vt'" N u ,Xw CONCRETE W771 'CLICK 2 ENTER' UPSTREAM 0O l�l ti TO THE EA_ CRAWL PAVERS TOP 292 .... .... TOP it @-T-PE33c, JR- X 28EL57 (IN-S) 286 0 T0 L+ , "PROVIDER" DOME GRA IF IN SOFTSCAPf ,, 103 LF NEW CONC Ln 2 FIELD VERIFY INVERT ELEWS . ..... ......... TOE 304. AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... .... "6.5' MAX. HEIGHT TOP 306.0 31 PROPOSED 2 �fw) BY LEVEL EL 29300 RIW DED.,- RIM 30010 jc r 11 CON E 301.9 'ZIA HIGH "N T EXTEND CURB 7' �EL 30404 FACILITA GRADE IF STAIRWA Y TTANSIT, MY ARCHITECTURAL PLANS E _��OWARROW_ WT VANED (wz TYPE 1 0 j� '447,v. 298.20 W/ VANED GRA 3+85.91, 0.00' �� JOJ. 4 " 304.0 MIMAT cn rrcArvcn IFVL UrLK YON SID. DWG, FOO4.2 DETAIL. SHEET CJ L5 OVE EXIST CURB AND SIDEWALK RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4. EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND TIER PER REN70N SID PLAN'S F001 AND FOOS. DETAILS, SHEET CJLS. 5 CLEARANCE AND EQUIPPED Vt'" N u CONCRETE W771 'CLICK 2 ENTER' UPSTREAM 0O l�l ti TO THE EA_ CRAWL PAVERS 12rXS' NYLOPL .... .... TOP it @-T-PE33c, JR- X 28EL57 (IN-S) 286 0 T0 12* 1E�'261JL57 (OUT-W) , "PROVIDER" DOME GRA IF IN SOFTSCAPf ,, 103 LF NEW CONC Ln 2 FIELD VERIFY INVERT ELEWS . ..... ......... TOE 304. AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... .... "6.5' MAX. HEIGHT TOP 306.0 31 E it SEPARATE PERM17 IN hARDSCAPE7 AREAS- (TYP). w TOP J1052 RIM 1.5 0- E,X SDAIH 47140 ..... . 0 288. 75 NGP A P BOUNDARY (Dj rr MH 7395 `2: 6ONC. IC 2,31 1 R,1, (IN-E) 2 , , RIM 29765; 293. C No g m q CONCRETE �A V"Im ... .... ... ... a" PVC (OuTrw) &5 (0ur,W) CTH CHANNEL, 29f1.69 HERRINGBONE PATTERN (TYP):� CONC. WALK W1 HANDRAIL _S� CMP IE 285.1 (IN-N) 8 ECO`-PRIORA OR APPROVED EqVAL' Or SEE ARCHITECTURAL PLANS, 8- CUP 1E 285.36 (/N-5) SEE ;W- HW ANE 6 .'IJJ5R (RD -A) lu-7z V� 92, 4441 (RD-BY) T AND REPAIR PAVEMENTICURB TO PERMEABLE-PAVEMENT (TYK 292.2 - ' \ PROPOSED 2 �fw) BY LEVEL EL 29300 RIW DED.,- RIM 30010 jc r 11 CON E 301.9 'ZIA HIGH "N T EXTEND CURB 7' �EL 30404 FACILITA GRADE IF STAIRWA Y TTANSIT, MY ARCHITECTURAL PLANS E _��OWARROW_ WT VANED (wz TYPE 1 0 j� '447,v. 298.20 W/ VANED GRA 3+85.91, 0.00' �� JOJ. 4 " 304.0 MIMAT cn rrcArvcn IFVL UrLK YON SID. DWG, FOO4.2 DETAIL. SHEET CJ L5 OVE EXIST CURB AND SIDEWALK RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4. EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND TIER PER REN70N SID PLAN'S F001 AND FOOS. DETAILS, SHEET CJLS. 5 CLEARANCE AND EQUIPPED Vt'" N u CONCRETE W771 'CLICK 2 ENTER' UPSTREAM 0O l�l ti TO THE EA_ CRAWL PAVERS 12rXS' NYLOPL .... .... TOP it @-T-PE33c, JR- X 28EL57 (IN-S) 286 0 T0 12* 1E�'261JL57 (OUT-W) , "PROVIDER" DOME GRA IF IN SOFTSCAPf ,, 103 LF NEW CONC Ln 2 FIELD VERIFY INVERT ELEWS . ..... ......... TOE 304. AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... .... "6.5' MAX. HEIGHT TOP 306.0 31 E it SEPARATE PERM17 IN hARDSCAPE7 AREAS- (TYP). w TOP J1052 RIM 1.5 0- E,X SDAIH 47140 ..... . 0 288. 75 NGP A P BOUNDARY (Dj rr MH 7395 `2: 6ONC. IC 2,31 1 R,1, (IN-E) 2 , , RIM 29765; 293. C No g q CONCRETE �A V"Im ... .... ... ... a" PVC (OuTrw) &5 (0ur,W) CTH CHANNEL, 29f1.69 HERRINGBONE PATTERN (TYP):� CONC. WALK W1 HANDRAIL _S� CMP IE 285.1 (IN-N) 8 ECO`-PRIORA OR APPROVED EqVAL' Or SEE ARCHITECTURAL PLANS, 8- CUP 1E 285.36 (/N-5) SEE ;W- HW ANE 6 .'IJJ5R (RD -A) lu-7z V� 92, 4441 (RD-BY) T AND REPAIR PAVEMENTICURB TO PERMEABLE-PAVEMENT (TYK 292.2 - ' \ PAVERS DR`� TYPE I W VANED GRAZE I. GRAVEL PA ?QL0 RlM 302 87 R 7 72' S ORM 7EII TYPE -AQW,GM NOVA IE 5TURIN PIPE INSTALLA 7101V EQUAL I:+I 6;2-8S6 R to. s 4i SEE DETAIL SHEET CJ2 SDCO SHEET TAIL, E T CJ PROPOSED 2 �fw) BY LEVEL EL 29300 RIW DED.,- RIM 30010 jc r 11 CON E 301.9 'ZIA HIGH "N T EXTEND CURB 7' �EL 30404 FACILITA GRADE IF STAIRWA Y TTANSIT, MY ARCHITECTURAL PLANS E _��OWARROW_ WT VANED (wz TYPE 1 0 j� '447,v. 298.20 W/ VANED GRA 3+85.91, 0.00' �� JOJ. 4 " 304.0 MIMAT cn rrcArvcn IFVL UrLK YON SID. DWG, FOO4.2 DETAIL. SHEET CJ L5 OVE EXIST CURB AND SIDEWALK RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4. EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND TIER PER REN70N SID PLAN'S F001 AND FOOS. DETAILS, SHEET CJLS. 5 CLEARANCE AND EQUIPPED Vt'" N u CONCRETE W771 'CLICK 2 ENTER' UPSTREAM 4UP l�l RADIO FREQUENCY TO THE EA_ CRAWL PAVERS 12rXS' NYLOPL .... .... TOP it @-T-PE33c, JR- X 28EL57 (IN-S) 286 0 T0 12* 1E�'261JL57 (OUT-W) , "PROVIDER" DOME GRA IF IN SOFTSCAPf ,, 103 LF NEW CONC 81 GARA 2 FIELD VERIFY INVERT ELEWS . ..... ......... TOE 304. AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... .... "6.5' MAX. HEIGHT TOP 306.0 31 GRADING EASEMENT (TIP) SEPARATE PERM17 IN hARDSCAPE7 AREAS- (TYP). TOP J1052 RIM 1.5 0- E,X SDAIH 47140 ..... . 0 288. 75 NGP A P BOUNDARY (Dj rr MH 7395 `2: 6ONC. IC 2,31 1 R,1, (IN-E) 2 , , RIM 29765; 293. C 1Z GONG ,IL, Z64.Jb q CONCRETE �A V"Im ... .... ... ... a" PVC (OuTrw) &5 (0ur,W) CTH CHANNEL, 29f1.69 HERRINGBONE PATTERN (TYP):� CONC. WALK W1 HANDRAIL _S� CMP IE 285.1 (IN-N) 8 ECO`-PRIORA OR APPROVED EqVAL' Or SEE ARCHITECTURAL PLANS, 8- CUP 1E 285.36 (/N-5) SEE ;W- ' V D GRATE ANE 6 .'IJJ5R (RD -A) lu-7z V� 92, 4441 (RD-BY) T AND REPAIR PAVEMENTICURB TO PERMEABLE-PAVEMENT (TYK 292.2 - ' \ PAVERS DR`� TYPE I W VANED GRAZE I. GRAVEL PA ?QL0 RlM 302 87 R 7 72' S ORM 7EII TYPE -AQW,GM NOVA IE 5TURIN PIPE INSTALLA 7101V EQUAL I:+I 6;2-8S6 R to. FS? REATION Slit - PLAN'S . H032-1 AND SEE DETAIL SHEET CJ2 SDCO SHEET TAIL, E T CJ 101 •SEE DETA14 SHEET C35` 19, 121PVC 03.0 �,t�49 80 15 62 R TOP 30 0 TOE M .0, GA -J04 INGRESS IEGRESS- C" EX CB 6 AREA DRAIN VAULT FOOTING DRAIN LINE EASEMENT REC. - 0 EX� CARDT ­BASW 'C T 7507731 _0 6'PVC 0 IX MIN. SLOPE. 71 02004 9 0 6 & 9801200216 P 288.19 1E 298.0 �0061VIDE7 CLEANOUTS AT,3ENDS.., PROPOSED 70 BE REVISED 8" GMP-1E 286.-29_(0UT-S)- 294.5 (TIP). CONNECT 70 CBS NEW, 8' IE 286.29 (IN-E) - 1, r �,PP 117-266.4 2 -(/N-Al)' -do MAINTAIN 4'WIN. CLEARANCE AROUND PROPOSED AtJAH IMLN I GA TE FOR PEDESTRIAN ACCESS (TYP) 2oLjwwEw Ro"ck BUILDING 77OH77JNE ALL ROOF DRAINS .0 Zfi I 11� RIM 298& DIRE07L r INTO VAULT T V SLOPE, EASEMENT N 04 LEVEL EL � JJIMOO Jot.0 f 30t.0 FC NU. 970225,$003 03 LEVEL EL = 325.00 02 LEVEL EL - JIaOO Of LEVEL EL = 304.00 RIM 30 0502, Jos PROPOSED 2 �fw) BY LEVEL EL 29300 RIW DED.,- RIM 30010 jc r 11 CON E 301.9 'ZIA HIGH "N T EXTEND CURB 7' �EL 30404 FACILITA GRADE IF STAIRWA Y TTANSIT, MY ARCHITECTURAL PLANS E _��OWARROW_ WT VANED (wz TYPE 1 0 j� '447,v. 298.20 W/ VANED GRA 3+85.91, 0.00' �� JOJ. 4 " 304.0 MIMAT cn rrcArvcn IFVL UrLK YON SID. DWG, FOO4.2 DETAIL. SHEET CJ L5 OVE EXIST CURB AND SIDEWALK RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4. EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND TIER PER REN70N SID PLAN'S F001 AND FOOS. DETAILS, SHEET CJLS. 5 10+; N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N TOP VAULT L - 12 IE 303 % EASEMENT (TYP) � 08 1- 56:3-.32 (6&T A l, TOP OF RISER EL 300.00 LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J� 30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50 LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED) DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF SEE DETAIL. SHEET CJ.3 Rmf 275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG) 303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S) A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT 4' MAX. HEIGHT 8 - W) 6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP) 4 ABITARE CTR CHANNEL 301.96 CONNECT CBI TOP Joe. POR770M 6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0 HERITAGE HILLS VAULT TOP 309.56 TRIBUTARY AREA TO 8,000 _V TOP .3 12" CUP IE 306.80 (OUT 0 1 --TOE 7 8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0 TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N) TOE 3 6" PVC IE 306.90 (IN-E) TRIBUTARY AREA ROOF ASBUILT OF PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S) MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS TOP , TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4 9 :BETE STAIRWAY APARTMENTS VAULT SURFACE HATCH LEGEND CLEARANCE AND EQUIPPED Vt'" N u CONCRETE W771 'CLICK 2 ENTER' UPSTREAM STAMPED CONCRETE RADIO FREQUENCY TO THE EA_ CRAWL PAVERS TECHNOLOGY 70P 307.7 TOP it @-T-PE33c, JR- X 28EL57 (IN-S) T0 12* 1E�'261JL57 (OUT-W) 8' PERF. PVC 103 LF NEW CONC 'TOP 306.9 2 FIELD VERIFY INVERT ELEWS RETAINING WALL TOE 304. PROPOSED 12' TEMP. "6.5' MAX. HEIGHT TOP 306.0 31 GRADING EASEMENT (TIP) SEPARATE PERM17 EX. CB TOP J1052 10+; N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N TOP VAULT L - 12 IE 303 % EASEMENT (TYP) � 08 1- 56:3-.32 (6&T A l, TOP OF RISER EL 300.00 LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J� 30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50 LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED) DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF SEE DETAIL. SHEET CJ.3 Rmf 275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG) 303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S) A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT 4' MAX. HEIGHT 8 - W) 6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP) 4 ABITARE CTR CHANNEL 301.96 CONNECT CBI TOP Joe. POR770M 6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0 HERITAGE HILLS VAULT TOP 309.56 TRIBUTARY AREA TO 8,000 _V TOP .3 12" CUP IE 306.80 (OUT 0 1 --TOE 7 8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0 TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N) TOE 3 6" PVC IE 306.90 (IN-E) TRIBUTARY AREA ROOF ASBUILT OF PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S) MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS TOP , TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4 9 :BETE STAIRWAY APARTMENTS VAULT SURFACE HATCH LEGEND ASPHALT CONCRETE STAMPED CONCRETE ECO-PRIORA 2- /E '28a82 011-0 CRAWL PAVERS JR- X 28EL57 (IN-S) 12* 1E�'261JL57 (OUT-W) FIELD VERIFY INVERT ELEWS PRIOR TO CO0VS7RUC77ON MH 7395 2 RIM 29765; C 8" PVC (INE) a" PVC (OuTrw) CTH CHANNEL, 29f1.69 Or E ;W- ' V D GRATE ANE 6 .'IJJ5R (RD -A) 1+7 � 92, 4441 (RD-BY) TYPE I W VANED GRAZE RlM 302 87 ii+moz aoo' SDCO X0011 TYPE 2-48's �,t�49 80 15 62 R TOP 30 0 TOE M .0, 10+; N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N TOP VAULT L - 12 IE 303 % EASEMENT (TYP) � 08 1- 56:3-.32 (6&T A l, TOP OF RISER EL 300.00 LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J� 30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50 LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED) DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF SEE DETAIL. SHEET CJ.3 Rmf 275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG) 303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S) A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT 4' MAX. HEIGHT 8 - W) 6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP) 4 ABITARE CTR CHANNEL 301.96 CONNECT CBI TOP Joe. POR770M 6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0 HERITAGE HILLS VAULT TOP 309.56 TRIBUTARY AREA TO 8,000 _V TOP .3 12" CUP IE 306.80 (OUT 0 1 --TOE 7 8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0 TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N) TOE 3 6" PVC IE 306.90 (IN-E) TRIBUTARY AREA ROOF ASBUILT OF PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S) MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS TOP , TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4 9 :BETE STAIRWAY APARTMENTS VAULT SURFACE HATCH LEGEND ASPHALT CONCRETE STAMPED CONCRETE ECO-PRIORA CRAWL PAVERS K SEE IL PLANS ffieff IDOL PY S, 70P M4.45 Pj tf, 8- 1E 299.78 (IN-E) 8- IE 301.25 (IN-N) 8' IE 30I.25 (IN-S) 12- 1E 299.45 (OUT-1109 SOLID LOCKING LID WALL ELEVA 770N&% TOP - 70P OF EXPOSED WALL TOE - 70E OF EXPOSED WALL ROAD W, BY' AND 'B2' ARE PRIVATE ROADSi C4UZION LOCA7701V OF EVS77NG U77UIIES SHO*N IS APPROAWAAF AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS 7HE CONTRACTORS RESPONSIBILITY TO RELD VERIFY LOCA 770V OF U77LI71ES PRIOR TO PROCEEDING W7H C0NS7RUC77ON. YOU MUST CALL 1-800--424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXr.4 VA 7701V *HERE ANY UNDERGROUND UlIU77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS, S4 *CUT EX. PVMT EDGE A L AR4000 TO PROVIDE CLEA AND SMOOTH SEAL (TIP) AVE /06 EX. R=3 7, 11 1 NO7F_* SITE WALLS IN EXCESS OF 4' HIGH REQUIRE SEPARATE BUILDING PERMIT NOTE: TO 7HE EX7ENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW GROUND NET U77U77ES HAVE BEEN INDICATED ON 7HESE PLANS LAYOUTS FOR CERTAIN DRY U77LI77ES (POKER, 7ELECOMMUNIC47701114 GAS) HAVE YET TO BE DESIGNED BY THEIR RESPEC71VE PURVEYORS; AND ARE NOT DEPIC70. WHEN AVAILABLE THE CON7RAC7CR SHALL SUBMIT 7HESE LAYOU7S TO 7HE ENGINEER FOR REVIEW AND COORDIM4710N PRIOR TO INSTALLA77ON CITY OF "NTON Approved by Date: Approved by: Date: Approved by: Date: Approved by: Date: O-D' R-73-7010G 02013 TRIAD ASSOCIATES Zt Lu Q :9 Zt iE tj 3 S S 12112115th Ave. NE Kirkland, WAWM W3 425.821.8448 425.821.3481 fax 800.488.07 % toll free v .tnadassociatmnet ti 4 -4 44 0 � 4 uj Z L4 Q. 00 Z Qj LL ts GYZEGORY I. JAWAL& PLS PRDJ= MAKAM AW & HARNISM PLS PROM Summ law C FLVw PE FRIUM MIGUM DOW LIFIX RLA FBDJM LUMSCM MICHM FM MMUM DAM 10115A2 KH& RIVOL11-20' M.NIA STW NOT VMD UN= S[GNED W DAM JOB NO. 09-029 SMNO. C3.006623 R_ z r a 0 r ni I wi 3 3 2 * a p "s �¢ o 320 310 290 2 TRIAD w oC ASSOCIATES �z Fi 3 Kirkland, WA 98034-6923 425.821.8448 2 2 * a p "s �¢ o 320 310 290 ��a z zW c 1 +00 2 +00 3 +00 4 +00 10+00 11 +00 12 +00 13+00 311 301 29; 5+00 ROAD B2 SCALE.• 1 -20' HORIZ, 1 -5' VERT R- 310101 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYS7E / SHALL BE PH17F 310 300 295 6 +76 CITY OF ENTON Approved by-&i4j Date: Ws Approved by: Date: Approved by: Date: Approved by: Date: cep, lk -3 �0I0? 320 TRIAD ASSOCIATES Ave.W a Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax p soo.4se.o�ss lwi r' v tnadas al ,mt N a o; � � � Q � O Nog 280 A .0 ��a z zW c 1 +00 2 +00 3 +00 4 +00 10+00 11 +00 12 +00 13+00 311 301 29; 5+00 ROAD B2 SCALE.• 1 -20' HORIZ, 1 -5' VERT R- 310101 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYS7E / SHALL BE PH17F 310 300 295 6 +76 CITY OF ENTON Approved by-&i4j Date: Ws Approved by: Date: Approved by: Date: Approved by: Date: cep, lk -3 �0I0? 320 TRIAD ASSOCIATES Ave.W Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 310 soo.4se.o�ss lwi r' v tnadas al ,mt 2 Q 300 a VJ 3 2 O y Q V D ti L 290 2 2 4 O is a V 2 o OC o = m 280 W V O V 275 Q ~ V 0i0 TRIAD ASSOCIATES ka gsg o s S A ,�e °z GR EODer T. A NFAO PrS PSDn= NANAGES MARK S HAMOM PIS FNDHO SURIMR F2011 7 HJGDDJBD DOM IiTN RU FBDA= LA[ WAR 18CIDfSf.T FWT SDBIDRAL DAM 101'151'12 SCAfly 111111110111--11-20' em:1 -5' ffW NOT VE D UNLESS SIGNED AND DAM Joe No. 09-0.19 SHW No. C3.10 16L m z 9 4 a I N STD PLAN F- 10.42 -00. 3 DRIVEWAY (t` /ON 11' ]RAVEL LANE 10' TRAVEL LANE f0' TRAVEL LANE 35' 11' TRAVEL LANE n n PLANTS c /"� / PER ARCH I 2 gpM J 2 gpmla I gp. 2 gplNft Z 3.1 225 11.25 15 7.5 10 INTERIOR I 1 I GUTTER PER REN / DRAWING. OUTLETPIPE •"1 I( SD • I I I I Fool. SEE D AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION W 2' COMPACTED DEPTH HAIA CLASS 1 2' rl `J 3• COMPACTED DEPTH A7B SURROUNDED BY DRAW ROCK, MAPPED IN FILTER NIA COMPACTED SUBGRADE PREPARED PER FABRIC CONNECT TO CB8 GEOTECHNICAL ENGINEER RECOMMENDADONS i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE EMERGENCY AWESS SECT /ON 'A' W SPECIFIED BY ENGINEER OF RECORD. STA 3 +64 P STA 5 +39 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 0 SCALE STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. wz 00 �z NW 7I Ike PER GEOTECH. STA 1 +58 TO NOT TO E DRIVEWAY SECT /ON 11' ]RAVEL LANE SIM WALL WITH FENCING STA 11 +64 TO STA 12 +92 11' TRAVEL LANE n n 3.05' 2.3' PER ARCH I 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft Z O 225 11.25 15 7.5 10 INTERIOR I 1 I GUTTER PER REN / DRAWING. OUTLETPIPE •"1 I( SD • I I I I Fool. SEE D AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH / POUR CURB TO STEM WALL c NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE h y 2X 29 zos SEE SEC77ON ID, SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 8 STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR h� U Oq No at a I ] I m� DETAIL SEE �W SAND SET PA VERS OR OIWIER 70P �', 1'f 1 � APPROVED EQUIVAUNT c � TFFFczi NVLOPtAST INLET DRAIN Y 41 TERRACE I CURB SECTION 'E' STA 2+39.5 I NOT TO-SULE E DRIVEWAY SECT /ON 11' ]RAVEL LANE TRAVEL LANE STA 11 +64 TO STA 12 +92 11' TRAVEL LANE It' TRAVEL LANE 3.05' 2.3' 1.8' I 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft Z O 225 11.25 15 7.5 10 0 DRAWING. OUTLETPIPE 291.11 SD 12' AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH HEIGHT c NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE h y SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 8 STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR h� U Oq No at a m� �W 0 c � TFFFczi Y 41 q L' _ DW I0 TOP SLAB ACCESS SEE FRAME PND COVER DE PLAN VIEW STANDARD OUTLET RISER FLOWKIT. 42A RINGIRISERS INLET CONTRACTOR TO GROUTTO FINISHED GRADE FLOW HOPE OUTLET RISER se`rniia'�� , • ��• . rvv, ••vr. vvr., 6 EXTRUDED CURB PER WSDOT STD PLAN F- 10.42 -00. 20X I -2,OX MAX HEIGHT. SEE STRUCTURAL PUNS PRIVATE DRIVEWAY SECT /ON To STA 9 +62 TO STA 11 +64 NOT 70 SCALE ALTERNATIVE; IF APPROVED BY OWNER, IS TYPE 6 EXTRUDED CURB PER WSDOT sm PLAN F- 70.42 -00. (TIP) DRIVEWAY SECT /ON 11' ]RAVEL LANE TRAVEL LANE STA 11 +64 TO STA 12 +92 11' TRAVEL LANE It' TRAVEL LANE 3.05' 2.3' 1.8' 20X I -2,OX MAX HEIGHT. SEE STRUCTURAL PUNS PRIVATE DRIVEWAY SECT /ON To STA 9 +62 TO STA 11 +64 NOT 70 SCALE ALTERNATIVE; IF APPROVED BY OWNER, IS TYPE 6 EXTRUDED CURB PER WSDOT sm PLAN F- 70.42 -00. (TIP) 20X- PR /VA TE DRIVEWAY SECT /ON REQUIRED. It' TRAVEL LANE STA 11 +64 TO STA 12 +92 18' It' TRAVEL LANE 3.05' 2.3' 1.8' I 2 gpM 1 gpm 20X- PR /VA TE DRIVEWAY SECT /ON REQUIRED. 'C' CARTRIDGE HEIGHT STA 11 +64 TO STA 12 +92 18' LOW DROP NOT TO SCALE 3.05' 2.3' A 'I.D. MANHOLE RUCTURE O D. NOTE• ALL PAYEIMENT SEC71ONS SHALL BE CONFIRMED BY GE07ECHNICAL ENGINEER PRIOR TO CONS7RUC710N. 5' WIDE, EZ ROLL GRAVEL PAVERS OR APPROVED EQUAL SEE DETAIL, THIS SHEET. NA71W GROWTH CONFIRM SE07ION K77H GE07ECHNICAL PR07EC77ON AREA ENGINEER PRIOR TO CONSTRUCTION. (NGPA) BOUNDARY 3035' 304.0' 20X_ 2.0E ,2.OX 12'x8' NYLOPLAST INLET DRAIN WITH 12' DOME GRAZE (TIP) PEDESTRIAN ACCESS SECT /ON 'F NOT 70 SCALE EZ ROLL GRAVEL PAVERS SECT /ON NOT TO SCALE STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WTH THE MAXIMUM NUMBER OF CARTRIDGES O). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7CARTRIDGES. IB2- MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 15 CPS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 2T 18' LOW DROP RECOMMENDED HYDRAULIC DROP N) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpMA 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft i g wft CARTRIDGE FLOW PATE Igpm) 225 11.25 15 7.5 10 5 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CE4 WATER QUALITY FLOW RATE d 0.02 PEAK FLOW RATE (p) 0.13 RETURN PERIOD OF PEAK FLOW (ym) 100 # OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. PIPEDATA LE. MATERIAL DIAMETER INLET PIPE #1 293.41 SD 12' INLET PIPE #2 DRAWING. OUTLETPIPE 291.11 SD 12' AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH HEIGHT NIA NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD SI_ ECO- PR/ORA SECT /ON NOT TO SCALE WITH SURFACE MEN PLACED IN ROAD. PRONDE EDGE RESTRAINT BELOW GRADE WHEN SURROUNDED BY LANDSCAPING. 1 -11• TO 2' DEPTH R- 310108 ALL PVC PIPES USED FOR 7HE S70RM DRAINAGE SYSTEM SHALL BE NHITE CITY OF RENTON Approved by: ✓ Date: 1015//5 Approved by: Date: Approved by: Date: Approved by: Date: K J =ti�.E♦T `. /\ TRIAD ASSOCIATES 24 O W H " 3 S 3 1211211511 Ave- NE KilklaOQ WA WOO -6923 425.821.8448 425 821 3481 fax 800 488L07% toll free W,YW.tnaEas ate ,. t 2 V H r � 3 Z v O ` y ~ W W 2 � 4 Q 2 4 A. o O V � nue as Z OJELLPY T. dVWAa FL.S PEW= L1NAC� MARK S RAMRSM PIS PRO= $DNPSiDa I VIN G FLW^ PE PEW= INCOM DOME LFaA /RA PRw= IdNDsm ANCHffwr PDL4r SDWUM DA78: 10/15/12 SCAT aam: w- DNM SIGH dim DHR JOB ND. 09 -029 ND' C3.20 iiLA FRAME AND COVER (DIAMETER VARIES) N.T.S. GENERAL NOTES FLOATABLES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. BAFFLE 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3, FOR SITE SPECIFIC DRAWINGS WTH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. w .wnleOh pi.mm 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5, STRUCTURE SWILL MEET AASHTO H$20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER a STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION- RELATEDEROSION RUNOFF. SI_ ECO- PR/ORA SECT /ON NOT TO SCALE WITH SURFACE MEN PLACED IN ROAD. PRONDE EDGE RESTRAINT BELOW GRADE WHEN SURROUNDED BY LANDSCAPING. 1 -11• TO 2' DEPTH R- 310108 ALL PVC PIPES USED FOR 7HE S70RM DRAINAGE SYSTEM SHALL BE NHITE CITY OF RENTON Approved by: ✓ Date: 1015//5 Approved by: Date: Approved by: Date: Approved by: Date: K J =ti�.E♦T `. /\ TRIAD ASSOCIATES 24 O W H " 3 S 3 1211211511 Ave- NE KilklaOQ WA WOO -6923 425.821.8448 425 821 3481 fax 800 488L07% toll free W,YW.tnaEas ate ,. t 2 V H r � 3 Z v O ` y ~ W W 2 � 4 Q 2 4 A. o O V � nue as Z OJELLPY T. dVWAa FL.S PEW= L1NAC� MARK S RAMRSM PIS PRO= $DNPSiDa I VIN G FLW^ PE PEW= INCOM DOME LFaA /RA PRw= IdNDsm ANCHffwr PDL4r SDWUM DA78: 10/15/12 SCAT aam: w- DNM SIGH dim DHR JOB ND. 09 -029 ND' C3.20 iiLA MI 0 2 ti 4- i r 8 No v DRAIN ROCK PER GEOTECHNICAL RECOMMENDA BONS Z (TYP) ITS" FROM CB1 12' E 29150 VAULT BOTTOM I 28a.% CD < ry 5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID) ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL _;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE. II- I(TM ALL LOCATIONS) 234 7 DWS EL. 300.00 FLOW CONTROL STRUCTURE 6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W� 12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE ILVEZDEAD INTERFACE 293.50 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - --- 3.0' DEAD STORAGE VAULT BOTTOM j 289.92 I TOP SEDIMENT 290.50 - -- - -- 2%fiN -0. 7. 7777 Iq, 1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6 RECOMMENDA BONS 5'XI0' GRATE MIN ACCESS PROVIDE LADDER IT BOTTOM. MATCH GRADE. (TYP) ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50. PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE. (TYR ALL LOCATIONS) ROAD 'A' SEE SECTION 'D', SHEET C32 SEE STRUCTURAL PLANS FOR VAULT CONS7RUCRON DETAILS TOP 301.55 BOTTOM 300 .55 LILWPLAD 'SEE SPOT GRADES ON VAULT PLAN VIEW (BELOW) INSTALL WASHED DRAIN ROCK UNDER VAULT PER GE07ECHNICAL RECOMMENDATIONS STORM DRAINAGE VAULT SECTION 'AV SCALE: 1' =10' HORIZONTAL SCALE 1' =5' VERTICAL 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE CIL SURROUND IN PVC W WASHED F+i Z 335R (RD-A) DRAIN ROCK PER 0 0 GE07ECHNICAL RECOMMENDATIONS F-1 (Tyr) z 3 6, pmr. PLC TO COLLECT E--i V-1 W GROUNDWATER AND CGNIEY TO C8.% SLOPE AT 1. OX MIN. (TYP) 5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID) ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL _;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE. II- I(TM ALL LOCATIONS) 234 7 DWS EL. 300.00 FLOW CONTROL STRUCTURE 6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W� 12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE ILVEZDEAD INTERFACE 293.50 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - --- 3.0' DEAD STORAGE VAULT BOTTOM j 289.92 I TOP SEDIMENT 290.50 - -- - -- 2%fiN -0. 7. 7777 Iq, 1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6 RECOMMENDA BONS 5'XI0' GRATE MIN ACCESS PROVIDE LADDER IT BOTTOM. MATCH GRADE. (TYP) ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50. PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE. (TYR ALL LOCATIONS) ROAD 'A' SEE SECTION 'D', SHEET C32 SEE STRUCTURAL PLANS FOR VAULT CONS7RUCRON DETAILS TOP 301.55 BOTTOM 300 .55 LILWPLAD 'SEE SPOT GRADES ON VAULT PLAN VIEW (BELOW) INSTALL WASHED DRAIN ROCK UNDER VAULT PER GE07ECHNICAL RECOMMENDATIONS STORM DRAINAGE VAULT SECTION 'AV SCALE: 1' =10' HORIZONTAL SCALE 1' =5' VERTICAL 0 FA LC GRATE RIM 3 FLOW ARROI VAULT COVER MAXIMUM COVER MINIMUM COVER STORM DRA INA GE VA UL T SECT/ON 'B' SCALE. I ° =10' HORIZONTAL SCALE. 1-5' VERTICAL CONNECT VAULT FOOTING DRAIN LINE` TO CB5 ULT VA I BO W4 UL T BO FLOW CONTROL STRUCTURE 296. SEE DETAIL, THIS -91EET N� VAULT FOOTING DRAIN LINE Z 6' SO 0 2.00X MIN. SLOPE PROVIDE CLEANOUTS AT NO LADD BENDS (TYP). Z 77GH7LINE ALL ROOF ; , " , I I �'/, 1 11 U BOTTOM DRAINS INTO VAULT - -- 188.82 ­ BLDG 1E OUT 301.0 (TYP) A PROVIDE HATCH G b I -_� <`�4"`SUMP W7H A M.417CH; , GRADE (TYP) EL=489.50 ----- ai_ VAULT BOTTOM % 29000 N. V....... MELD jc CHAIN TO FRAME 1, .......... ............ xn4 INM "0 ... . ...... 0 77, . ...... ROUND SCUD LOCKING LID ACCESS LADDER UNLESS TTOM OZHERWSE NOTED. REMOVE TYPE I LID FOR VEN77LA77ON DURING MAINTENANCE (TWO. MATCH GRADE. SEF RENTON SID 00 L ...... 70P PLAN 204.50. SEE DETAIL. LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14 7 8- IE 301.25 (IN-N) L54 . .......... ....... 8- IE 301.25 (IN -S) 12- 1E 299.45 (OUT-W) SOLID LOCKING LID -VAULT BQTfOld 2811 OLL CAU77ON LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70 PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S SCALE: 1" = 10' 0 5 10 20 NOTE: THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN 7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE' WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING DEPARTMEN• R=370109 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYSTEM SHALL BE PHITE. DEMN770NIWETVAULT 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE CIL REQUIRED PROVIDED = 10,179 CF 335R (RD-A) a441 (RD-81) 0 FA LC GRATE RIM 3 FLOW ARROI VAULT COVER MAXIMUM COVER MINIMUM COVER STORM DRA INA GE VA UL T SECT/ON 'B' SCALE. I ° =10' HORIZONTAL SCALE. 1-5' VERTICAL CONNECT VAULT FOOTING DRAIN LINE` TO CB5 ULT VA I BO W4 UL T BO FLOW CONTROL STRUCTURE 296. SEE DETAIL, THIS -91EET N� VAULT FOOTING DRAIN LINE Z 6' SO 0 2.00X MIN. SLOPE PROVIDE CLEANOUTS AT NO LADD BENDS (TYP). Z 77GH7LINE ALL ROOF ; , " , I I �'/, 1 11 U BOTTOM DRAINS INTO VAULT - -- 188.82 ­ BLDG 1E OUT 301.0 (TYP) A PROVIDE HATCH G b I -_� <`�4"`SUMP W7H A M.417CH; , GRADE (TYP) EL=489.50 ----- ai_ VAULT BOTTOM % 29000 N. V....... MELD jc CHAIN TO FRAME 1, .......... ............ xn4 INM "0 ... . ...... 0 77, . ...... ROUND SCUD LOCKING LID ACCESS LADDER UNLESS TTOM OZHERWSE NOTED. REMOVE TYPE I LID FOR VEN77LA77ON DURING MAINTENANCE (TWO. MATCH GRADE. SEF RENTON SID 00 L ...... 70P PLAN 204.50. SEE DETAIL. LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14 7 8- IE 301.25 (IN-N) L54 . .......... ....... 8- IE 301.25 (IN -S) 12- 1E 299.45 (OUT-W) SOLID LOCKING LID -VAULT BQTfOld 2811 OLL CAU77ON LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70 PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S SCALE: 1" = 10' 0 5 10 20 NOTE: THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN 7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE' WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING DEPARTMEN• R=370109 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYSTEM SHALL BE PHITE. DEMN770NIWETVAULT 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE = 4,733 CF REQUIRED PROVIDED = 10,179 CF 12' OUTLET PIPE IN PLATE Borm E- 289.50 IMBEDDED ATMAX 0.5' 0 TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15 (a IfORAVE(RD-81) 2_4 2- GRATE 335R (RD-A) a441 (RD-81) TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15 IfORAVE(RD-81) C TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15 3 of D. a U / Z Z ry wz lCI O O z FT-, W V 1:4 ggqE F 3 M U 3 a H K I N m O O h O O 6 c h m 8 Ai m I � hi U ZS No u O W rc 'o c D: _EXISTING ASPHA 1 PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (air ACP Class B) (SEE NOTE 1), OVER 6•' CRUSHED ROCK 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED i• - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'ME GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL 3 E 4 IT Ns HEW � vw P.1 can natm3 '0112 MEI W R RECTANGULAR ADJUSTMENT SECTION p BMFACH COUER to MIN W.HWP PRECAST MSE SECTION PIPE ALLOWANCES CATCH WIN DYEIER NAnruM PNE MAT I"= OIARlTER K 1z PLANCQVCREIE 9FPI2NtTEalSE ALL YEfN. pIF£ 1S CPS'l 4 (810. SPEC. B0a1q r SauDWAUWC IT (STD. sPEC.aaa12(n> n PRORDEWNLP✓C IV psm$PEC.94)EI2(2)) 0.16 0.19 60' s e• 4e• s W n rY a 6' BO• IT 0.25 024 H• s 12' T2 IT 0J9 029 96, d I2• n IT 030 029 M U 3 a H K I N m O O h O O 6 c h m 8 Ai m I � hi U ZS No u O W rc 'o c D: _EXISTING ASPHA 1 PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (air ACP Class B) (SEE NOTE 1), OVER 6•' CRUSHED ROCK 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED i• - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'ME GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL 3 E 4 IT Ns HEW � vw P.1 can natm3 '0112 MEI W R RECTANGULAR ADJUSTMENT SECTION p BMFACH COUER to MIN W.HWP PRECAST MSE SECTION PIPE ALLOWANCES CATCH WIN DYEIER NAnruM PNE MAT I"= OIARlTER RExrHTtlFn W 1z PLANCQVCREIE 9FPI2NtTEalSE ALL YEfN. pIF£ 1S CPS'l 4 (810. SPEC. B0a1q r SauDWAUWC IT (STD. sPEC.aaa12(n> as PRORDEWNLP✓C IV psm$PEC.94)EI2(2)) 0.16 t WrmuaAlm POLYEIIfTIHE BrORMBEWDt PPE ma'M 1. As aoosplabp alematl9es o the mbaratearm tithe PRECAST SASE SECTION, Mains (placed apandh4g o the Standard Spodkodom),or wine tresh having a minimum area of 0.12 aquae Fdlasper footshal be wed wBI the minimum required re0ershown In the ALTERNATIVE PRECAST BASE SECTION. Who mash shall flat W ptaoTd In His knodmue. 2. ThelmoPXautdemaerMAnotbe9re r8 n20'. Knockoul el haves Well thiclawas of 2• mMYnum to 2S medlnum. Pmddea W minimum gap between Me knockout wind and Me outside ufthe pipe. Altar the pipe to Inseled, M the gap width pint mortar In aoamance with Standard Specification 9.043. 3. Thar mexanum depth train Me finished grads o the owned pipe Inver shag bar 5. 4. The fame and grate must be hSWW With Me Hemp dawn. 5. The Pretest Base Section may have a mended Soar, and the waft hey ba sloped ate rata of 1:24 or shrepar. 6. The opening shag be measured at ft tOp of Me precast base section. 7. Al plump holes shad be glouled fill after the basin has been placed. 8. AN grade rings and coatings stied be set In marine N Mo dance with Standard Specification 904.3. BEE NOIEt ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 'I DEPARTMENT CASTaN-PIACE PP£CA9TWNHMSER ro•wD r= 1 rte oz Fez mon`ia`O0. SEPARATE BASE PRECASIT reNETAL2o4.601 CATCH BASIN DIMENSIONS CATCH WIN DYEIER THICKNESS Q HIEJ= MUM SEE N SEttMHEN EVER. . N EHORELTI 0H 9FPI2NtTEalSE 90L WNL VG® i6' 4• F %• r 023 0.16 64• as e• az C 0.16 0.19 60' s e• 4e• s as o26 rY a 6' BO• IT 0.25 024 H• s 12' T2 IT 0J9 029 96, d I2• a{• IT 030 029 NOTES I. No Steps are required when height Is 4' wess. 2. The bottom of the precast catch basin may be aspect to facilitate cleaning. S. The rectangular frame and grate must be installed EAM the flange down. The frame may be cast Into Me adjustment section. 4. Knockouts shall have R wall thidness of 2" minimum to 2S medmum. Provide e 1.S• minimum gap between the knockoutwad and Me outside of the pipe. After the pipe Is Inslaled, fill the gap with joint mwler in accomence TAN Standard Specification 9-043. a All glide rings risers eta cas8n s shall be set in mortar In accordance with PIPE ALLOWANCES CATCH HPEIMTERIA1WmIM UMI DMMEfER INSIDE WIN DVNRl91 CONCRETE ALL MEfK CP49P 90L WNL VG® pm WALL PVa I 4a• x4' w• 24• 2r aP 0• 30' 9s 30' ?T 3e' 60, 36• 47 3s sin• {2 rS 'IT 54• iT 3s W H• 51' W 54• ids 4s• 9s W' Tl' 60• 3s W g 0 Gmg9M4 PtlpaPvwsbmSe.s PlpslBN3¢945201 Stamford SPecNcetion 8-04.3. IRd spo<aa5,1'4f)) p 13Y.SP40.94 L12Sfl 4OPUBLIC WORKS CATCH BASIN TYPE 2 PLAN - 201.00 ♦ DEPARTMENT MARCH 2008 STD. PLAN - 200.00 MARCH 2008 RENTON AHEAD OF THE CURVE q� DRAIN PLAN VIEW • I S air l a. RIT OR HEIGHT TWOb&W HOOPS FORIr HEIGHT RECTANGULAR ADJUSTMENT SECTION n..,.. REDUCING SECTION seat EM.N WRIER paAR EN ME PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT eaTxaFS -s RCS Eo4uursvxm�N• MNR OX 261ne• INamll out aC aac.:::r re 12D feralusl a 1"M ad 1 Ilea wta4m)DL9 Rrmmi NEMPH�Na cASIaT 1 --{ a II6awA sin• ass Owa OPEN I+e1..1 P-1 a Mtr an Ira 941AI IBBrmN PIPE ALLOWANCES MINSIDE PIP6 MATERML INSIDE DIAMeTm REINFORCED OR is- CONCRETE ALL ALL METAL PIPE 21' C- 8. (STD. SPEC. 00620) sauavv l we 21. .. (STD. SPEC. 906.1$1)1 %tOFIIE W=.IC 21. (sro. sPEC.eas.tz(211 .w ..0 aeu FvsveFHY xt STOPMSEWERPIPE NOTES I . As acceptable alternatives to the racer shown In file PRECAST BASE SECTION, Merl (placed assuming to the Standard Specifications), or wire mash having a minimum aura of 8.12 square Inches per foot shall be used wM the minimum requhed rebar shown M fie ALTERNATIVE PRECAST BASE SECTION. We mash shall not be placed In the knockouts. 2. The knockout diameter shall not be greater Nan 28•. Knockouts shall have a wag thokness of 2° mMbnum w 26" maximum. Provide a 1.5• minimum gap between Me knockcutwall and Me outside site pipe, AMrMe pipe is installed, in the gap wM)olnt mortar In accordance with Standard Spedlltatlon 904.3. 3. The madman depth from the flnlshed grade to the lowest plea Invert Shell be T. 4. The frame and grata must be insalad with the flange down. 5. The present Base Section may have a rounded floc, and Me walls may be sloped at a rate of 1:24 orseeper. 6. The opening shall be measured at the top of the precast base section. 7. Ali plump holes shall be grouted full after Me basin has been placed. 8. Al Chun rigs and wstinga shag be set in mortar In accordance with Standard Specification 9-04.3. sin taut H00P -` P3 eARFAW GOHNFA� SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 'IL STD. PLAN - 200.10 MARCH 2008 COVER BOTTOM VIEW (s)eLreW. WLFR IEAq EON BOLTING DETAIL 11C r11x0 del 1 Rrmml 2 DafN 1a• OaW+ml GASKET GROOVE DETAIL NorEs ALLGOA185WaLaE LOfNNG oaAPPao•/m EaLW. STD. PLAN - 204.60 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT MARCH 2008 R- 310110 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: G J cw Atl:l `. y Q y @ a T1�L ASSOCIATES 12112115th Ave. NE Kirland, WA 98034E923 425.821.8448 425.821.Mfhl fax 800.488.0756 toll free wwwAnadessoaates.net J J � ` Ie. \ w _+ V \ ~ W W O � 4 1V W � O UJ as 71 w WA V 0 U n n A Z GREGORY T. Affil PLS PRN= 11ANAGBR NARK S NA/SSSOV. FES PROM SURMOR ITN! G FLWI( PE PBW= M13010 11 CAYAW /F/N RLA PSOIHLT 1ANDSM MC)Q1'M M f SOBINRAL DATR:10 /15/12 SCAUE a=&. TIM: �rN ?a1n sw NOT van BNIM SIGN® AND DHO JOB N0. 09 -029 ND• C3.4 DP 15 a S a R a VIA a IN rm ;i O wz � z O �E--1 r , 6° � a 8 8 �g�i c h� z 10 u z N 8 o 0 ryi V m B Hp y 0 o� � W 2 O fn d' PLAN VIEW CATCH BASIN GUTTER PAN SECTION AO A. SECTION OB (1n VARIES (SEE CONTRACT) WHEN SPECIR VARIES - 10' MIN. (SEE CONTRACT) 6' -0' 6° SIOEWA(E TO A WALL (SEE DETAIL) r SIDEWAIX VARIES - B' 0" MIN. CEMENT CONCRETE %, 1/2' R. (TYP. A \� 3/6' FXPAN4CN .MW1T IN BID ITEM 8. (PtWmIDES1 SPECFlEO IN J (SEE T. PLAN F -3) W N (6eZ SID, E -1 1/4' PRE MCLOED EDGE DETAIL JON i FILLER csr Ily Q \ 0 n I b ED h U 3 2 a c h� z 10 u z N 8 o 0 ryi V m B Hp y 0 o� � W 2 O fn d' PLAN VIEW CATCH BASIN GUTTER PAN SECTION AO A. SECTION OB (1n RAMP WTH MAV SEE NOW 1 CEMENT TE CONCRE AOPE (TV.) B CURB k WTTFR J FLAN NEW (SEE NOTE 3) CELFNT tlW RE1E 11� ENrRANCE TYPE 1 NOT TO SCALE VARIES - tO MN. 6 -0° RAMP (SLE CONINACT) RA1I ON . CEMENT LGRETE IE PEDESTRIAN / m� MRS (TYP J %D ®r ImD 7.—F--- CONCRETE 3/8' IXPANENN JCNi (TR.) 9DEWIL( (SEE SM. FILAR F -3) SECTOR N.J ONIRACTJ ENT COVCREIE a AUK 6' -0° V -0' L 1/Y R (TYP.) DEPRESSED CURB a OTTER VARIES (SEE NOTE 3) 3 18' EYPANMON JOINT (WE SID. PLAN F -3) DRIVEWAY SECTOR B (BY OTHERS) CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 1 ADOPTED CM OF RENTON STANDARD r� DAM a4/04 s /oa DWG. NAME: F001 SP PAGE: F00 1'- 0" VARIES (SEE CONTRACT) WHEN SPECIR VARIES - 10' MIN. (SEE CONTRACT) 6' -0' 6° SIOEWA(E TO A WALL (SEE DETAIL) r SIDEWAIX VARIES - B' 0" MIN. CEMENT CONCRETE %, 1/2' R. (TYP. CURB NOT INCLUDED \� 3/6' FXPAN4CN .MW1T IN BID ITEM 8. (PtWmIDES1 SPECFlEO IN J (SEE T. PLAN F -3) i (6eZ SID, E -1 1/4' PRE MCLOED EDGE DETAIL JON i FILLER csr Ily WITH RAISED EDGE I RAMP WTH MAV SEE NOW 1 CEMENT TE CONCRE AOPE (TV.) B CURB k WTTFR J FLAN NEW (SEE NOTE 3) CELFNT tlW RE1E 11� ENrRANCE TYPE 1 NOT TO SCALE VARIES - tO MN. 6 -0° RAMP (SLE CONINACT) RA1I ON . CEMENT LGRETE IE PEDESTRIAN / m� MRS (TYP J %D ®r ImD 7.—F--- CONCRETE 3/8' IXPANENN JCNi (TR.) 9DEWIL( (SEE SM. FILAR F -3) SECTOR N.J ONIRACTJ ENT COVCREIE a AUK 6' -0° V -0' L 1/Y R (TYP.) DEPRESSED CURB a OTTER VARIES (SEE NOTE 3) 3 18' EYPANMON JOINT (WE SID. PLAN F -3) DRIVEWAY SECTOR B (BY OTHERS) CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 1 ADOPTED CM OF RENTON STANDARD r� DAM a4/04 s /oa DWG. NAME: F001 SP PAGE: F00 1'- 0" VARIES (SEE CONTRACT) WHEN SPECIR MIN. 6° SIOEWA(E TO A WALL (SEE DETAIL) SIDEWAIX VARIES - B' 0" MIN. (SEE CONTRACT) %, 1/2' R. (TYP. CURB NOT INCLUDED \� IN BID ITEM 8. ...: ....:.a:... -,. +I 2R� SEE RAISED 1/4' PRE MCLOED EDGE DETAIL JON i FILLER CEMENT CONCRETE SIDEWALK WITH RAISED EDGE SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPEaMED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWAU VARIES - 6 - 0' MIN (SEE CONTRACT) 1/2" R. (TYP.) 2R 2%- SEE CURB FACE DETAIL MONOUTHIC CEMENT CONCRETE CURB AND SIDEWALK SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIR SIDEWAU( MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWAIX BUFF VARIES - 5' - 0" MIN. (SEE CONTRACT) (SEE IRIES,( 1/2' R. (TYP) 2R +I 2R� CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP CEMENT CONCRETE SIDEWALK SHEET 2 Of 3 ADOPTED CITY OF RENTON 6TINDAM PLANS L4f DAM: 09/04 DWG. NAME: F005 -1 SP PAGE: F005.1 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 3 OF e ADOPTED CLTY OF RSNIVN SfATTDI PLANS T L4f DIM : D4/04 y04 DWG, NAME: F004 -2 SP PAGE: F004.2 2" CLAS W2" TO 6" C OR Cl VARIES (SEE CONTRACT) `SIOEWAU( MAY BE ADJACENT TO A WALL (BEE DETAIL) R. (TYP.) °I 1/4' PREMOWED JUNT FlLLER CEMENT CONCRETE SIDEWALK ADJACENT TO CURB IMIN MIN MIN MINIMIN F— 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1" 7' 2.5' —.{ 1' 1' MIN (MINI MIN IMINIMIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER 4 FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT :ENTER LINE OR ANE LINE -ACP CLASS* 6" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CNY OF RONON .. 90 FLANS LIN u iR DAYt oz /Os DWG. NAME: H032 -1 SP PAGE: H032.1 CEMENT CONCRETE SIDEWALK SHEET 1 OF 3 ADOPTED CM OF RENTON 31'ANDARO PLOE1 Lar DA=: o4/04 s /a4 DWG. NAME: F005 SP PAGE: R -3101 I I CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES qq tJ uj O 3 uj uj y p�p p�p Q 4 le 12 Vim TRIAD ASSOCIATES 12112 1150h Ave. NE K,M.Rd, WA 98034E923 425.821.8448 425.821.3481 fim 800.488.0756 toll free wmw.tdadassotlates.ne( y uj P; 41 W 2 (3 Q. uj A. 2 o O V �C 0 x GFl IY T. JAIIIII PI4 PRIUM YANAG88 YAM[ & HAMS' PIS FRI)ECF sUEM111 ATM C, fLW^ PIE DENSE LFW R A PBw= LANDSCAPE ARCHIrm FM SOEIDITAL MM 10/15/12 SCAT azz: TIM. 2 O 2 ca l� W a V i 9110 NOT VAM DNf>BSS 300 AND DAIS° ,DE x °° 09 -029 C3.5DF 15