Loading...
HomeMy WebLinkAboutzR-4067Set11 N n 0 0 W GRAPHIC SCALE I- 0 25 50 100 II 1" = 50 FEET I ❑ O W J J I � 1 N s W 1 PARCEL#1253800030 I( HARTENG GLASS IhI �I x; ELECTRICAL ABRII Y 1OI ELECTRICAL CABIN T- / =R CA - " I _ K S 34TH ST �L COMMUNICATION CABINET 3 PARCEL#1253600010 YOUNKER NISSAN TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 ROW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. WALKER MAZDA DEALERSHIP PARCEL#3023059090 EAST VALLEY RV AND BOAT STORAGE O � O D W PARCEL#3023059027 I BRIGHT VIEW LANDSCAPING VERTICAL DATUM OWNER NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED D&C INVESTMENT, LLC. GPS OBSERVATIONS USING WSRN AND GEOID 2012A. P.O. BOX 1657 VERIFIED CITY OF RENTON 230 TACOMA, WA 98401 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) CELL: (206) 391-0311 ELEV: 230.75 CONTACT: DALE WALKER BASIS OF BEARING SURVEYOR WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF AHBL MEASUREMENT ARE US SURVEY FEET. 2215 NORTH 30TH STREET, SUITE 300 VERIFIED CITY OF RENTON 230 TACOMA, WA 99403 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) PH. (253) 383-2422 FAX (253) 383-2572 LEGAL DESCRIPTION CONTACT: DAVE FOLLANSBEE, PLS PARCEL #3023059067 ARCHITECT PER KING COUNTY ASSESSOR HHJ ARCHITECTS, PLLC THAT PORTION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF 601 ST. HELENS AVENUE THE SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, TACOMA, WA 98402 RANGE 5 EAST OF THE WILLAMETTE MERIDIAN LYING WESTERLY PH. (253)9224168 OF STATE HIGHWAY #5. EXCEPT THE SOUTH 194 FEET THEREOF CONTACT: ROGER HANSEN, CHEE TUNG AND T THE WEST 30 FEET SITE PSTATISTICS QF SITE ADDRESS SITE AREA: 247,714 SF (5.69 AC) 3400 EAST VALLEY ROAD IMPERVIOUS SURFACE: 186.805 SF (4.29 AC) RENTON, WA 98057 BUILDING FOOTPRINT: 33,543 SF (0.77 AC) MAXIMUM LOT COVERAGE FOR BUILDING IN CA ZONE (RMC 4-2-120A): 65% OF TOTAL LOT AREA PROPOSED LOT COVERAGE IS 13.5%<65% RECORD NOTE SUBMITTED, IN PART, BY OTHE LOT COVERAGE IS DEFINED AS THE HORIZONTAL BE RELIABLE. AHEL IS NOT Rai AREA MEASURED WITHIN THE OUTSIDE OF THE OMISSIONS MICH MAY HAVE A RESULT. THOSE RELYING OI EXTERIOR WALLS OF ALL PRINCIPAL AND ACCESSORY OBTAIN INDEPENDENT VERINK BUILDINGS ON A LOT INCLUDING ALL COVERED DECKS FORANYPURPOSE. AND PORCHES BID. N WETLAND BUFFER /t 1 CIVIL ENGINEER AHBL 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: SCOTT KAUL, PE GEOTECHNICAL MIGIZI GROUP, INC. P.O. BOX 44840 TACOMA, WA 98448 PH: (253) 537-9400 CONTACT: JIM BRIGHAM, PE CONTRACTOR HHJ CONSTRUCTION, INC 601 ST. HELENS AVENUE TACOMA, WA 98402 PH. (253) 9224168 CONTACT: BOB BOWMAN, GAR HANSEN PARCEL # 3023059067 CONDITIONS OF APPROVAL WALKER MAZDA DEALERSHIP CONDITIONAL USE PERMIT, FILE NO. LUA19-000072, IS APPROVED WALKER MAZDA DEALERSHIP SITE PLAN MODIFICATION, FILE NO. LUA18-000305, IS APPROVED WITH THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL PROVIDE A REVISED SITE PLAN DEMONSTRATING COMPLIANCE WITH THE IMPERVIOUS SURFACE REQUIREMENTS. THIS SITE PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PLAN ISSUANCE. 2. THE APPLICANT SHALL PROVIDE A REVISED SITE PLAN THAT ELIMINATES ON OF THE THREE DRIVEWAYS IN ORDER TO COMPLY WITH THE DRIVEWAY STANDARDS IN RMC 44-080. THE NEW SITE PLAN SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT REVIEW AND COMPLIANCE SHALL BE DEMONSTRATED PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THEE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN DEMONSTRATING COMPLIANCE WITH THE LANDSCAPE BERM REQUIREMENT FOR THE AUTOMALL AREA C OVERLAY DISTRICT. THE LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION AND BUILDING PERMIT ISSUANCE. 4. THE APPLICANT SHALL SUBMIT A REVISED WETLANDS MITIGATION PLANTING PLAN THAT INCLUDES A HIGHER DENSITY OF TREES AND SHRUBS NEAR THE CENTER OF THE BUFFER. THE REVISED MITIGATION PLAN SHALL BE SUBMITTED AT AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. A LIGHTING PLAN INCLUDING FIXTURE DETAILS AND FOOT CANDLES SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PROJECT PLANNING MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT ADDS ADDITIONAL TREES ALONG THE EAST FACADE NEAR THE PROPOSED BLANK WALL. THE REVISED LANDSCAPING PLAN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT AND BUILDING PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN AND ELEVATIONS THAT INCORPORATE ADDITIONAL PEDESTRIAN AMENITIES AND ARCHITECTURAL FEATURES THAT PROMOTE VISUAL INTEREST AND PEDESTRIAN SAFETY AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. B. THE APPLICANT SHALL EITHER REVISE THE SITE PLAN TO BRING THE NUMBER OF STALLS PROVIDED WITHIN THE 25% THRESHOLD FOR ADMINISTRATIVE APPROVAL, OR SUBMIT A FORMAL MODIFICATION APPLICATION REQUESTING APPROVAL OF ANY ADDITIONAL STALLS OVER THE 25% THRESHOLD, AT THE TIME OF CONSTRUCTION PERMIT - APPLICATION OF REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. _ 9. THE APPLICANT SHALL EITHER REDESIGN THE SERVICE AREA TO ORIENT IT AWAY FROM THE PUBLIC STREET, OR PROPOSE AN ALTERNATIVE THAT WOULD EFFECTIVELY MITIGATE THE VISUAL IMPACT AND MINIMIZE ITS VISUAL PRESENCE WHEN VIEWED FROM THE ROW. THE PROPOSED RESIGN OR ALTERNATIVE PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF CONDTITION USE PERMIT REVIEW FOR THE SERVICE AREA. 10. THE APPLICANT SHALL OBTAIN AN APPROVED CONDITIONAL USE PERMIT FOR THE SERVICE AREA PRIOR TO BUILDING PERMIT SUBMITTAL. LEGEND EXISTING PROPOSED FOUND MONUMENT AS NOTED SET REBAR AND CAP o FOUND PROPERTY CORNER ® MONITORING WELL 0 BOLLARD MAIL BOX SIGN AS NOTED UP TEST PIT 0SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE ❑ STORM CATCH BASIN0 STORM MANHOLE o ROOF DRAIN D CABLE RISER 13 GAS METER lD GAS VALVE ® TRAFFIC CABINET O POWER TRANSFORMER GUYANCHOR UTILITY POWER POLE 0 JUNCTION BOX 0 POWER MANHOLE p POWER METER © POWER VAULT LUMINAIRE COMMUNICATIONS MANHOLE TELEPHONE RISER TELEPHONE VAULT BLOW OFF VALVE FIRE DEPARTMENT CONNECTION FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE ® WATER METER WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATERVAULT F-FIR, NOWNU-UNKNOWNBUILDING OUTLINE D STORM LINE----S- SEWER LINE -S-S- W- WATERLINE _W-W-MAZ; G GAS LINEP - ELECTRICAL LINET - COMMUNICATION LINE - - - - - OHP - OVERHEAD UTILITIES SPLIT RAIL FENCE 0 0 -•-•-•-•- CHAINLINK FENCE - X X - SILT FENCE ASPHALT Know what's below. CONCRETE Call beforeyou dig. 112/03/2020 SMISM& NAVY THIS CITY OF :NO WHILE FOR ITS ACCURACY IORERROR R ML EENINCORPRIATACCURACY, DOCUMENT AS pT�!T�T TAT THISRECORD COO INTO THISME AOCUME MPS x1SM�x. F ^r'1VTO1V rws aecoaD DowMEm ME ADvlseO To a ION OF RS ACCURACY BEFORE ARPLYING IT a $K �� DATUM Planning/Building/Public Works Dept. REVISION BY DATE APPR Zm•N ES PERMIT# WAR306639 SW 27TH ST N Z o m BIG� m A ^ 515 SITE 4W VICINITY MAP SCALE: V=1/4 MILE SHEET LIST TABLE Sheet Number Sheet Title COLD COVER SHEET C1.1 SITE PLAN AND HORIZONTAL CONTROL C1.2 PRIVATE IMPROVEMENT SURFACING DETAILS C2.1 PRIVATE GRADING AND DRAINAGE PLAN C2.2 DETENTION SYSTEM NOTES AND DETAILS C2.3 BIORETENTION SYSTEM NOTES AND DETAILS C2A BIORETENTION CROSS-SECTION AND NOTES C2.5 STORM DRAINAGE PROFILES C2.6 GRADING DETAILS C2.7 SITE CROSS -SECTIONS C2.8 STORM NOTES AND DETAILS C2.9 STORM NOTES AND DETAILS C2.10 STORM NOTES AND DETAILS C3A SEWER PLAN AND PROFILE C3.2 SEWER NOTES AND DETAILS C3.3 SEWER NOTES AND DETAILS G4.1 WATER PLAN C4.2 FIRE SYSTEM PLAN C4.3 WATER PROFILE C4.4 WATER PROFILE C4.5 WATER PROFILE C4.6 WATER NOTES AND DETAILS C,17 WATER NOTES AND DETAILS C5.1 PUBLIC FRONTAGE IMPROVEMENT PLAN C5.2 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS C5.3 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS C6.1 COMPOSITE UTILITY PLAN I141 ILLUMINATION PLAN IL-02 ILLUMINATION DETAILS IL-03 ILLUMINATION DETAILS PCR" PHOTOMETRIC CALCULATIONS L1.0 PLANTING PLAN L1.1 PLANT SCHEDULE L1.2 PLANT DETAILS 1010100 / RG/A■C"✓ TACOMA • S EATTL E ad} S PO KAN E • TRI-CITIE S dsNS 10NAL e GN 2215 North 30th Street, Suite 300 Tam oi253.383.2422TEL 253.383.2572FAwNahhl.mmWEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 COVER SHEET C0.0 7 n O N N C) I T r+ U M O M O O O 00 Q J N N C) C) 0 00 T To al R-4067 01 r= II N (0 v J I I I N,I i CE I v CL I\ a .. r_LU tTi 21- PT I �j / MONITORINGNEL1_4nJ BKP489 �R�I}}LL q� i NI EC a IA III / n P21 8' VFNT 21 \ l 22 (TyP) L 3 N A I � � N I 0 REMOVE POWER `� \ 8' VENT I = III II 1 AND TELEPHONE 22 MH 2B87 LFI 1 A ENTRY / 22 A CONTROLI 1 n PANEL NEL I ly �I I STRAW COVER ALL DISTURBED AREAS. lr REMOVE GAS \ I — — _ / IIC�I �� _pp- COVER ALL CONTAMINATED SOIL STOCKPILES It 3' 'U' SHAPEDIRIPE LU / I I I I r \ MAINTAIN CONST FUTURE BUILDING OUTLINE I \ 22 I I UC N �' ..� �-_� / I ` \ U P) CIE ` � ���IV �-� MONITORING AEU_ I A\ `J MONITORING 11181. BLOCKS * ° Q I Ij �� �� FUTURE BUILDING W I I I v FINISHED FLOOR ELEV: 22.70 z, ° F, y UN 12KNOM VALVE _...___19--. \ \ \ / X 1 =p A 4 I A T FLAGPOLEI / —�IN- °% I ALL GROUNDWATER MONITORING WELLSAND GEOTECHNICAL SOIL BORINGS LOCATED WITHIN THE .If N ACCOR z ® / I TIHE DEPARTE SHALLTM NT OFA CCILIOGY ONED SISTANDARDS AND'PN --44 WAG 173-161 N 1 7 ECOLOGY v\ 22 BLOCKS \ \ ,w' \ O s�IST _ ' I / \ \ 21 I ND SET p 13 a FOU D \ EXIg\T UIN/GiADE 1. WON WENT IN / 7 X I UP 1.7' sPs AT CL BOTTOM h1m I6 \ �ONYOUR n lit G dv I 11� ,11 EDCL. WA MR IN ID _T c_ I _ _ -19- 20 ONITORI MEBL I MONITORING WELL (TYP.) MONITORI C FNIRW — fl0 DIMENTTRAP ISER 1 "CPEPT;W=14. z 30 CY �V G Eh QE j ®�TEMPORARY STORM PIPE 2 PVC TEMPORARY LF IT CPEP@1.0% TEMPORARY SEDIMENT TRAP 5TCB,02NIA-95I MIN. SURFACE AREA: 1900SF OIP5 BERM ELEV: 16.5 (TYP.) I 12'CONCSWIE=1B76 WS ELEV'. 15.5 HE PIPE CAPPED BOTTOM ELEV: 12.0 o _ 12' CPEP NE=13.71 (CORE 8 GROUT TEMPORARY SEDIMENT TRAP MIN. SURFACE ARE.A:18OO SF BERM ELEV: 19.0 WS ELEV. 18.0 BOTTOM ELEV: 14.5 �I x II RM EL V: 1 TTOM LEV: I UM CAVAT � W5 T SUBG COLOGY BLOCKS MONITORING ME. N I 1 I I �bl I I I 1 OUTER SILT FENCE CAN BE REMOVED / WHEN BUFFER IS W12 STABILIZED MONITORING WILL I BKP487 y1I IS IOC / II I n® RECORDNOTEVS VE BEEN WHIPEAKELP ABE12/03I2020 "^�'� '"`W B .:,'ONDGIN SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO 1D ON INVUKMAI ON" = 3O FEET `�j �'jTi �r �?� �Q � BE RELIABLEPHBOCH Y HAVE PONSIBLE FOR ITS BEENINCORPOATEDI OTHIRACY ORERROR ORCUMENTA �ML C RENTON �+ A OMISSIONS WWCH THOSE RELYING ON THIS RECORD DOCUMENT ENT ME DOCUMENT TOS bra ARAIN IN EPENDE TVERI VERIFICATION OF ACCURACY BPFOREAPBEDTO I, OBTAIN INDEPENDENT VERIFIUTION OF RBALCVRALV BEFOREAFFLYING IT Lw�[ ML DATUM Know what's below. FORANVPVRPOBE L�S�@ SK Planning/Building/Public Works Dept. Ca II before YOU dig. NO- REVISION BY DATE APPR Zm_Dmm "" "`01°"¢' NPDES PERMIT# WAR306639 N GRAPHIC SCALE 0 15 30 60 O 1"=30 FEET N O O O TESC LEGEND RR RIPRAP ROCKERY 6'4' QUARRY SPALLS CD GRAVEL CHECK DAM ID INTERCEPTOR DITCH _ S @0.3%MINIMUM IP INLET PROTECTION SF SILT FENCE —%—%— (MAINTAIN EXISTING) CL CLEARING LIMITS I O SEDIMENT TRAP RISER (`) OO CE CONSTRUCTION ENTRANCE CI (MAINTAIN EXISTING) 00 / A�C✓ TACO MA - S EATTL E �03, ad}�°8B®� S PO KAN E - TRI-CITIES �%0NA6 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ps��y/zp12 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS AHBL JOB #2180100.11 TEMPORARY EROSION AND C0.1 SEDIMENT CONTROL PLAN ImEow ff. Y7 R-4067 02 Q J N N O O 0 00 T PERMIT# 010130 F1 NI r` Enlx:•.. R OR EXURNvnnax -� EBTENE�cfauxs is "IN ssoiusxT 51 FACE µxgxEUOMUFL CROSS sscnON 'Po HESSIDAMENTSTEGRAGE EDDTEREPoNSMN DWE VATiDNDNBYMIMNGABm u:E N TSI UWE%® DTnnwIsM. PLANx-Slim s� PUBLICWORKS *7� DEPARTMENT SEDIMENTTRAP GAZ 9/18/2018DATE SEEMEDMESSAGE MODYEERYLENNEW PERFORATED POSTRUSELESEE MARKED &METAL RISER ROCHESTER OCCURRING TACKV wx. SENSORS AS HER CALCULATIONS IN SECTION 16 2 OF THE CRY oEMERGER SURFACE WESTER cEelox MEMW L—Jx--�•• IBM . wTwx.Twi:, Nmw� aAr ap I_ 9,WENT NA NN.� NOTES: UNLESS D WERT"WED ® OTHERWISE STD OPLANx-I16r10 �xrs PUBLIC WORKS DEPARTMENT SEDIMENT POND RISER DETAIL B/ze/zole GAZ .NDB.cmP) IF MAX, FEE IN SHEETING IN 10 MAX KNOWS ENERGY RECREATION 7ATTOEIF��IGNIS�Uy NOTES: ELF PLASTRECORGERENG MAYBE USED ON REFORMS AREAS FLAT REQUIRE CONER MEASURES FOR LESS LOAN ME DAYS FULL CLAIM IS PARTICULARLY USEFUL OCR PROTECTING CUT AND FILL ELSOURE MIND OCEANSIDE 13 CLEAR PLASTIC SHENWEEN MAY HE USED OVER NEWSLYZEEDRED AMO 70 �� A SOMEWHERE EFFECT MIND ENCOURAGE (SERVES GROWTH GREAR DEATHS SHOUTED NOT BE USED FOR THIS PUFFLUFFECKE DURING WE SUMMERS MONTHS I A WE VOWED SHALL NOT BE UNITY UPSWERE OF AREENSES THAT MUGHT BE ADVERSEELY PREVENTED By RUNOFF SUCH ACCESS INCLUDE FEWER ADD UNSTABLE SLIGNESSE 23 REAL FUND BRALS. OR EQUIVALENT MAYBE CREW TO WEIGHT TESTED 31 TOWN INSISTS MUST BE BREAKDOWNS OFEW HEARD RENEWED 32 IF WE POSTIC BEGINS TO DEREERSURAFTE DUME 70 ULTRAVIOLET RADIATION, iT MUST MET ORMPLERELY REVERSED ADD REERAGED 33 WERE THE ELASTIC 13 NO LONGER NEESSED. IT &KARL BE COMMODITY HEMMED SWEDEN O (SUPREME ,ZDPLAN-213.3R SAM STICK,0 PUBLIC WORKS GA PLASTIC COVERING 9/28/2018 DEPARTMENT a wre EROSION CONTROL STANDARD PLAN NOTES TBEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM THE PRE -CONSTRUCTION MEETING TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION, AS PRESCRIBED ON THE PLAN(S), SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. &WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. TALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT O Know what's below. Call before you dia. NO ENSURES FILTERFABRICTOWASE SENCED AT FREFFIGAUGHWISSELOR EQUIVARREFFIFFLANDARD FILTER FEND '""" I_II �j JE «x 15 USED �.. p,xN J l -z•BwanMS5 VEELr ORENUN.LEN.(Tr II NOTES: ON SEC MINIMUM 1E. SILT PENCE MAY MUSED ORGANISM OF ALL DISTURBED AREAS 1HL SILT PRINCE IS NOR MERGED TO TRUEST CONCENTRATED FLOWS, MR IS IF INTEREIRTUTREAT SU��MOU� OF OVERVAND FLON ANY �NCE�TED FLOW MUST BECCERBEENED THROUGH WE MAURICE SYSTEM TO ASMI� DUANE OR FUND 21 WE BETHLEHEM USED MUST MERELTHE STANDARDS Li� SOLOUNIA COFFECCOF WE MAGUIESUCTRUSERCH EASED SPECANDIETIONSS M� BE AGRALASUBLE ON ROSS SO STANDARD STRENGTH! LAWS REQUIRES WIRE BACKING TO INCIDENCE WE STREEMOTH DEGREE THESE WIRE BACKED OR CLOSEER RECENT LEASING MOU ME REQUIRED FEES GELLER; WEEINGTH CARLO IF FIELD PERFORMANCE WARRANTS A !CRUSHED ERNST 24 IF A TYPICAL SILT FACE IS USED THE STANDARD EFXG DEBBIE BUY HE REDUCED AS EASED WE THE MOTHER a INCHES OX THE FLY BIBLE GERALD IS FELL BMW SLID SECURE IN A �N� THAT VABPL�$ IF I REBELS 00 GOES NOT ALLOW WATER TO ERNEASSE SELL UNIONERMINE THE SILT FUNDES 25 FI LTER FABRIC FENCES WELL BE INSTALLED ALONG CONGRESS UNHEISEVER BRUNEI ZI My AWARDS SHALL BE REPARECL MAKEEDIATIELY 32 IF CONCENTRATED COMES AGE EVIDENT UEEFFILL SHE THE FEENCE BY ED MUST BE INTERESTED D AND CHNOWED TO A SEDIMENT YEAR SER ROME. 33 IT IS IMPORTANT TO CHECK THE FLY ITT SIDE OF THE BRUCE FDIC SIGNS OF THE ROME CLOGGING KIND ACTING AS A BEFERNER TO FLOW KIND THEN CLAUSING CHANNELIZATION OF FLOWS PARALLEL TO WE FENCE IF WIN OCCURS REMARK THE OR KROGER THE 34 B. SEDIMENT THE ENTMUSER TBR REMOVE xAw EDNso REFINERY 6INCHES HIGE TOH .� xE., oowxERSIwLBE WARNER SEDIMENT mx[ewn STIES PLLAN 21,100 v[grsl O STD. PLAN-214.00 PUBLIC WORKS SILT FENCE s/za/zola DEPARTMENT GAZANTS REAUX Tsn 5¢E IPIDd.:SmmI FORSOMFR spBRICS n Nsmwup THIISTNC1590 px4smwflssl v muMMwsHITu: xcEyiM Mw51 EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. B.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. S.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS E.G. SEEDING MULCHING PLASTIC COVERING ETC. IN CONFORMANCE WITH APPENDIX D OF THE RSWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15 THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 1B.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLANS SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. i B.ANY PERMANENT STORMWATER FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 1B.AREAS DESIGNATED ON THE PLANS) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR SMALL AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 12/0312020 RRP MEECEADI OF BEEN BASED NO SCALE �°,�Y,N, CITY OF :'O SIBLETHIS LE FORITINFORMATION IORERROR N ML x1SM:x. ^ r'NTOI�I EEN INCORPORATED Ir5ED IWO THIS ORERRORaR EEN I NCORPORATES DOCUMENT DOCUMENT TO S mo or ITS ACCURACY PREA0NPEST0 aION OE rts Accuw•cv BEFORE APPLYING lr�SK I �Db' DATUM Planning/Building/Public Works Dept. REVISION BY DATE APPR �•N �"'E xED01°"N' T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2275 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx wRR.ahhl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 TESC DETAILS CID Lf! O co O O Q J00 N N 0 O 0 T R-4067 03 PERMIT# F1 i� 1 ORNEWAYS REAL BE PAVED TO RO"° ROSMANY "�THE EME OF ME RKWONFLAVEW R-�xIN ✓- NDDETHE 2 IT IS RECOMMENDED THAT ME RUNOFF MING ME ME PAD IT SMALLER AS CULW AN P ITS MIND DITCH P WOODLAND 15 MIN PACKAGE FULL WIDTH OF MOTE& ITT MIN. mluwm4 11 CONSTITUTION EDWARDS WALL BE STABILIZED) WHEREVER TRAUFFICIMILL BE JEWTHGA CONSTRUCTION SHE AND TRAWLING ON PAVED ROBINS OR MITER 12 FOR RESIDENTIAL NAHANNI PROVIDE STABLIGPDOCIRTRUCTION ENTRANDE$ OUR EACH RESIDENTS IN ADDITION TO ME GAIN SUBDIASIM ENTRANCE STABILIZED SURFACES GOAL BE OF SUFFICIENT LONGTHASITH 70 MASON VEHICLE ACTOOMEARKING BASED ON LOT SIZESCONFROURATION I INSERT AND INSTALLATION SPECIFICATIONS GRAL. MEET THE FOLLOWING STANDARDS GIVE TEMPLE STRENGTH CATERM OWNS) HEM LOW WIN PERMIT I SINGLE SULFUR I AM AS I A AWARD I "Mm", PALMS) 1 VISA TO 8 STANDARD MADE STAN 21 DO NOT DOE DUCTS E 0 PLANNING) v E Iw00THOSE N °AN RESEDM pAND wv BE 99ETmrtEDF RORMECHANICS TO CONFIxED A TH CUmE WATERS OF THE xv PAVED IN MFAS THAT WILD xT BE USED FOR FFMON�T SCANTS34 My MIDWEST SPAALA3 MET ARM LOOSENED KNOW ME PAN ME AN D UP OF THE �Ay NORMAL BE GAS FUEL IF MET RECOMMENDED OCR ENTRANCE STABLEATION IN URBAN AREAS THE INSPECTOR MAY AT AW ONE BEMIRE WE UVE OF DATABASE SEATS IF THE NO 3 FIT EL IS NOT PREVENTING SEDIMENT FROM BEING THAN RED ONTO PAVEMENT OR IF ME HI FUEL AT BIRTHS CAMARA LAW AMBIENT 24, FENCING MALL RE METALLIC AP NECRESTRARY TO RESTRIET WORLD TO ME CONSTRUCTION ENTRANCE 2 5 WHENEVER POSSIBLE THE ENTRACCE SHALL BE CONSTRUCTED ON A FIRM, CUTS MOTOR NUMERICAL TWO CAN SU�A�Ly INCREARE THE EFFECTIVENESS OF THE PAR AN D RELLOCE WE NEED FILM MAINTENANCE IF �NCE STANDARDS 3 1 GLARRY CHAFFS MALL HE AHMED IF WE PAN 13 NO LOWER IN ACCORDANCE WITH THE SPECIFICATTONS 32 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM MING WALKER ONTO PARSELMENT WEN AWMATIVE MEASURES TO KEEP ME WAEM FREE OF BEEN GET SHALL BE UFFEED TAB MY INCLUDE � SWEEPING AN INCREASES IN THE DIMENSIONS OF THE ENTRANCE ON ONES INSTALLATION OF A WHEEL MUCH IFW�HINGISU��ITS�BEMNEMMAR�MWREDMTHCRUSHEDRW�ANDW�HWA���L�INTGASMIMEW�m� Is My SEGMENT GOT IS TOMAKED UNTO FRAGMENT WALL BE REMOVED IMMEDIATELY By MODELING THESENDIMENT(AUL-RUMDOERNEEPINGENALL-BE REMOVED OR STABILIZED ON SIM THE PA�WW MALL NOT HE CLEARED By WASHING DOWN THE SWEET, EACETTWHEN OWEEPIN3 IS INERFECTIMAND THERE IS A THREAT TO PUBLIC SAFETY IF IT IS NECESSARY To WASH THE STREET$ A SMALL $GNP MOST RE CONSTRUCTED THE SEGMENT YOUNG THEN BE )ADVISED INTO ME STEMP WHERSE ff EAST BE COWNSCLUED AN D DISCHAR050 APPROBANCIATELY WANT WATER MUST BE FUNDED BACK OHIO ME SITE WAS AMONG DEC�� TO SYSTEMS TIMMULARY TO AUDI WATERS REMOVED E+wELY ss ETERIwORNOaATPINMOHERTMNWEMNER IONENTwDCSF=�SHATMEINAWALESI TDDDNNRDL TRANTID. OU DRNNW„"STD �ra"s"*1O W� PUBLICWORKS STABILIZED CONSTRUCTION ENTRANCE GAZ a/ze/zole *� DEPARTMENT O O O O o00 0,o T o0�00000�0 ► WLAM DITCH D.MR.., GYMN SO MIN oo> -boa �a SECTION u�Iiw.iw1Nr�rs B / Nr Ea�NCS xDe ARpFE°WµElEVp1pX MIN BOTTOM OF DITCH SECTION B MOTES: 11 WASTRE THERE IF CONCENTRATED RI FROM DISMARETED AREAS TO KIND TRW REDEEM GARDENS OR MAPS 12 TO C MOST ANSI F INGERCIEFTED FROM ON DlSTU� AREAS AROUND THE WE TO A NONSCROSING ENTRANCE FEET 21 ANY SEDIMIGNIT MPARTION OF MORE TOM 6 INCHES ATALL BE REMOVED ED THAT ME CHANNEL IS GETTING) TO OF ORIGINAL DESSIGN SOMEBODY 22 THE CHECK DBMS $"ED BE MAN BEED FOR SIGNS OF DEALERS ADD EROSION OF THE END AND BANKS IF SCOURING AND) EIRSONION HAS OCCURRED, AFFECTED WATERS WALL BE PRONIECTIED By FIT PRAP AN AN EROSION CONTROL MANKET OR NFL USED THERMALSTOFDPIAMERA NOTOME INTAT O Pu DEPARTMENT DITCH CHECK DAMS a/za/zo1� DEPARTMENT GAZ OR DANNAGE GRAM IN DRATEPLME C WMLEEWBY.BBB DILUTED WATER SECTIONVIEW DFAENUVArymwEGMTE aewxl mlEvunnwlTNPI e OVERFLOW BYPASS FOR I ISOMETRIC VIEW NOTES: CONSMMONeeR UNl�cvIST MN"'DFE TTENTx""ERSTTHEu WIIN"uBECONxr DSM TOASMMENT DDNDR .. SEES THE BELOW FEW STATE RYEr.E RED) FEES THE STSMWATER STRUCTURE IT WILL SERVICE 5 THE ARM � . SYSTEM MUST OFM AMWITHDDTGU FINN WE FEW D THE COLLLT.TM.TFNL.D T. PERFORM MUNTEIwxDE IN ACCORDANCE WITH STEWART SPEaRUTirn'AM AT AT iRBCFTHE AYauLE WALLACE0. MY SEDIMENT IN ME CATCH SAWN INSERT MALL BE REMOVED WHEN THE SEDIMENT HAS ROUND . THE FLOW MEDIA FOR THE WALL WALL HE CLEARED OR REPUTED AT NEAT MSSOURIUNDER IS NOT M mOR ;WZ oN6MM SM lD PLAIN 21fi.30 PUBLIC W' ORKS CATCH BASIN IN 9/28/2018 1 DEPARTMENT GAZ O Know what's below. Cali before you m ON o r ITMIN .V./. �D'MN.� S W ALE SPACING DEFENDS ON OLDER ONwerM INITEY OF TO MH IV 540% TARGET ALTO FEST IV FEET% ME FEEL STEAMY WARS, I BAPTIST 21 FOR SUNNI STEEPER THAN MY TV WITH STATE THAN 10 MET OF VERTICAL RELIEF BENCHES MAYBE CONSTRUCTED AM CLOSER SPACED INTERCEPTOR BANANAS MAY BE ADDS ME DORES) MEASURE MUST M COUNSEL By AN EAGNEER TO E"EO�y INTERCEPT THE HAGHKREICCITY AS OIL IF ME FMI�� 00 NOT REGULARLY RETAIN WORM RUNOFF WE FREQUENCY OF THE SAAMES MALL BE INCREASED UNLEn mNEMMmm MMNGISNWM l O D SlO ouPIAN - H /20 VAL PUBLIC WORKS INTERCEPTOR SWALE e/29/202a DEPARTMENT GAZ . Nuvmww nwvnv NOW lLTHEME NO SCALE "°E`Y°'DJ".L'N`m rymL DATUM ELEFFILIEW LINHAVVINKS HAVE BEEN IIUN SUBMITTED, IN PPRT, BY OTHERS. WHILE THIS INFORMATION IS REOLIREVEO i0 BE RELIABLE REAL IS HOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WNICX MAY HAVE BEEN INCORPOMTEOIMO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD COMMENT ME ADVISED TO OBTAIN INDEPENDENT VERIFIUTION OF ITS ACCURACY BEFORE APPLYING IT FORANV PVRPOSE � ML ML DETAILS,SK SIM SESI'E EBB01°"R' 140. REVISION BY DATE APPR �R CITY OF BEHINDS Planning/Building/Public Works Dept. 010130 T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2270 North 30ih Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx wxM.ahhl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AHBL JOB #2180100.11 TESC DETAILS 7/29/20 aW, C0.3Q 7 n 0 N N O O O T LAW, U0 CD O O O 00 Q J N N 0 O 0 0 T a ■ Vi al R-4067 04 u I a ® n 0o � I O F ILl`; o I Ii I I I 0 I -. 8' BUFFER I L OI J z IED W J ED > a Q Q W ow o I m I � n O . 0 BENCHES. EFE T ARCHI ECT L PLANS( IN O m LJ tt LL n ry h W ¢ a� ❑ mF m r. e C In � J / `n i •. SW 34TH ST �m wni FIRE DEPARTMENT CONNECTION (FDC) 24'BUFFER 0 Q V. TRANSITION FROM TRANSITION FROM EC TO FC EC F1//I1 1 ACCESSIBLE IC TO FC IC TYR IC I ` C12 PARKING / E Q I I LANDSCAPE VARIES FC FC FLAG POLEPEFER TO ARCHITECTURAL PLANS 8 / REFER TO ARCHITECTURAL FOR DECORATIVE CONCRETE AND FURNISHINGS R10 CENTER POINT' 7N M6 0604756; , E1297t}423804 24' t 24' 20' 24' 21 §' 0' WALKER MAZDA DEALERSHIP 4 4 FC 33,555 SF a`S 4 REFER TO PEDESTRIAN ENTRANCE ENLARGMENT ON C2.6 14' FC 15' TRANSITION FROM IC TO FC SEE GRADING SHEET C2.2 4' d BUFFER VARIES TYP.�ECC REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS 0 20' 22' 20' GO II I' I BIORETEN ION IILY SWALE C2 rp•. , .4 III III I" EC 64 III 75' WETLAND BUFFER � II BUFFER RESTORATION UNDER SEPARATE PLANS AND PERMIT c`✓i W III jI Y SPLIT RAIL FENCE 20' + + + u❑p 20' EC (TYP.) R4.5• (TYP.) 26' m O 20' N89' V' 1 I) W EC rNO� RD NOTE VIFHI AR 12/03/2020 EMNI ENDS N�SHSUBMITTED, NOTBY RESPONSIBLE FOR THIS FORITACCURAC OR TO DR ML LE P CH IS HOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR A WWCX THOSE RELYING ON THIS RECORD DOCD IWOUMENT ME DOCUMENT TO ML RESULT. EPENDE TVERI IC TMS OF ITS ACCURACY B PFOREAPSED TO I, EPENDENT VERIFICATION OF RSALCVRALV BEFORE APPLYING IT ML �m DATUM Know what's below.VRPOSE LATE@ SK WMEMINCH Ca II before VOU dlQ.REVISION BY DATE APPR �•N MS E "`01 y IINPDES PERMIT# WAR30663! I N I GRAPHIC SCALE 1 I 0 15 30 60 al 1" = 30 FEET �+ VERTICAL DATUM I'1 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED I GPS OBSERVATIONS USING WSRN AND GEOID 2012A. 'l VERIFIED (CASEMONUMENT AT S4 RD ST AND WILLIAMS AVE CUL DE SAC) BASIS OF BEARING I BAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD STAND WILLIAMS AVE CUL DE SAC) SURFACING LEGEND V CHAINLINK SECURITY FENCE WITH 3STRAND BARBWIRE I711 WSDOT SERVICE GATE CITY OF ' PENTON Planning/Building/Public Works Dept. 8 ASPHALT SURFACING C7.2 (HEAVY DUTY) ammm 10 ASPHALT SURFACING C1.2 (STANDARD DUTY) CONCRETE SURFACING1.4 4 -' 4 5 INTEGRAL CURB AND WALK IC C1.2 e EXTRUDED CURB EC C1.2 NO CURB NC S FLUSH CURB FC C1.2 GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SITE DETAILS INCLUDING STRIPING, CONCRETE SCORING, AND TRASH ENCLOSURE DETAILS. 2. REFER TO ARCHITECTURAL PLANS FOR DISPLAY PARKING VS STRIPED CUSTOMER PARKING 3. CAD FILE IS AVAILABLE TO ASSIST WITH HORIZONTAL SITE LAYOUT 4. REFER TO LANDSCAPE PLANS FOR TOPSOIL, SEEDING, AND PLANTING REQUIREMENTS. 5. PROVIDE EXTRUDED CURB AT ALL PARKING LOT ISLANDS AND PERIMETER OF PARING LOT 6. ALL DIMENSIONS ARE TO FACE OF CURB vNREIN malow T A C O M A • S E A T T L E SPOKANE • TRI-CITIES �a920NA4 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 9840 0s//y/zp12 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP 7/29/21 AS-BUILTS AHBL JOB #2180100.11 SITE PLAN AND HORIZONTAL CONTROL C1.1 7 n O N N O O O T u m O co 0 O O DO Q J N N 0 O O T R-4067 05 r` O 7 H O cl W F- R7-8a SIGN AT ACCESSIBLE ST N CURBRAMP9 c1.z a1INTA14 ERNATIONAL SYMBOL OF ACCESS A�PSIGNAGE C2 U- ° d ° d d ° d° A NOTE: ACCESSIBLE PARKING AREA SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION '1 ACCESSIBLE PARKING 1/4' EDGED GROOVE T CRUSHED SURFACING TOP COURSE PER PLAN NOTES: 1. CEMENT CONCRETE SHALL BE CLASS B 3000. 2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY. 3. EXPANSION JOINTS CONSISTING OF 3/8" BY 4' PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE SHALL BE PROVIDED AT JOINT EDGES. 4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS. CEMENT CONCRETE SIDEWALK(ONSITE ONL EXTRUDED CURB (ONSITE ONLY) 8 NOT TO SCALE BENT CONCRETE 2B, WSDOT SPEC. I. SEE LANDSCAPE PLAN FOR FILL BEHIND CURBS 2500 PSI 2" DIA. G.I.P. SCH. 40 8., MIN R7 801 5'-0" MIN. /rPROPOSED I GRADE r-6" 4" MIN. D R7-8A R7-801 11/97 C D E VAN E RESE VEI e ACCESSIBLE H PAR II E B PROVIDE SYMBOL IN ALL ADA ACCESSIBLE PARKING STALLS ADA SIGNAGE AND SYMBOLS o Q �s� Know what's below. Cal before you 2%SLOPE OW DROP PER 1') I 1 14" 3" WIDE PAINT STRIP TRAFFIC LINE WHITE NOTES: 1. CONCRETE FOOTING SHALL BE VO x 2' DEEP WITH TOP OF FOOTING 3" BELOW FINISHED GRADE. —Hill = 4" COMPACTED BASE COURSE 6" COMPACTED SUBGRADE NOTES: 1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. SEE SPECIFICATIONS. 2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR AS SHOWN ON ARCHITECUTRAL PLANS. INTEGRAL CURB AND WALK NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPECIFICATION 8-04.3. FLUSH CURB fON-SITE ONLY) Mail A COLORS: LEGEND - GREEN(REFL) SYMBOL - BLUE(REEL) BACKGROUND- WHITE (REFL) L 1.1 NPDES PERMIT# WA G 4" SHINER EACH SIDE OF EXPANSION JOINT (TYP) E RATE XTURE 1)l (SEE N (SEENOTE \ 318" EXPANSION JOINT - J DIMENSIONS (INCHES) A I B C D 1 E 1 F 1 G 1 H 1 J 1 K 1 L 12 1 13 1 3/8 1 5/8 1 2C 3/4C 1 1 1 112 1 3/4 1 6 111/2 HMA CLASS 1/2". PG 64-22 I 3- CRUSHED SURFACING BASE COURSE PER L WSDOT 9.03-9(3) F24" MIN. DEPTH ILL CSTRUCTURAL NOTES: COMPACTED TO 95% 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND COMPACT TO 95% IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY PAVEMENT SECTION 6 NOT TO SCALE (ON -SITE ONLY) HMA CLASS 1/2". PG 64-22 i 2' 4- CRUSHED SURFACING BASE COURSE PER L WSDOT 9.03-9(3) �VA�j \�VA AAA/A� 24" MIN. DEPTH STRUCTURAL NOTES: FILL COMPACTED TO 95% 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. STANDARD PAVEMENT SECTION 0 NOT TO SCALE (ON -SITE ONLY) SIDEWALK 7751Z 3 EXCEED 1/2" SEE NOTE 3 NOTES: 1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO DETAIL 7 ON THIS SHEET 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. ALL EDGES SHALL BE BEVELED 4. THIS RAMP IS FOR INTERNAL USE ON SITE. �1 CURB RAMP �7 NOT TO SCALE A RAMP DETECTABLE WARNING PATTERN AREA B SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STANDARD SPEC. 8-14.3(3) l 1 O @ I I nn MIN MAX A 1 5/8' 2 3/8'. 5/8" 1 C 7/16 3 D 7/8 �1 TRUNCATED DOMES 7 � NOT TO SCALE IIIEW �J 0•���g�� mmom ro T A C O M A - S E A T T L E oFja SPOKANE - TRI-CITIES �s7ONa1. gWt 2215 North 30th Street, Suite 300 Tacoma, WA 984C "11#12oa7 253.383.2422 TEL 253.383.2572 Fax vAniShd.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD NOTE wos/zozo 1 1 1 MMMI I _M.. ""'°� : lml DATUM CITY OF pT'! ^r'NTON Planning/Building/Public Works Dept. WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 PRIVATE IMPROVEMENT SURFACING DETAILS 7/29/2019 IEn SUNN IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS PRESULL THOSE RELYING ONTHIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE "PLYING IT �9D@ MIL "�°` My� MIL MRs,� C1.2 °'O� SK nnL ui NO. REVISION Bl' DATE APPR .emam SHREft. M OB n R-4067 06 O N N O O 1) U LO O CM O O O OD T Q J so 41 ( I ti I I u CB#16 I OUTLET 1 N NPDES PERMIT# WA I I RIM:25G&2190 FG: 20.59 - e u L I'_65 I 17.W 12"(W) GRAPHIC SCALE CDC pp058 I\ - % 68 LF 0% 12"@05 1 .. .. ice_ - -- - - _ -_ _ - _ - -- 0 1530 . 60 1 CB 519 RIM=19.94 J - - - - - _ - - F-�-�®�� CONC N IE=15-90 �� r 1 1, CONIC E IE=1594 I L 1 I GRADE BREAK ` B: 21,90 GB: 214 1 0 1.1% FG 20.94 1"=30 FEET 1 LADDER w I I ) o 1 GB'2178 ,.(TYP) 1 �� HP:20.22 1 AMBL #t03 1 ;r l GB: 21. a /5 W AR AND CAP nI I� A I GB: 21 ]6 1672.D345 1 I I FG: 21,44 \ �s / / n°� /" CB#15 297746-8216 I _ I ELEV 19-67 I I I - �o �� \ �g \\ e _ RIM:19.61 NO LADDER 19.65 6 518 RIM-te.75 1 1 r \ 21.40 FG 20.fi8 LP 20.10 CONc E IE=164z -' A WNC S IE-16.13 FG: 21.15 CB #2 \ RIMCB #z^6.FA FG: 20.72 N IG CONIC W IE=1612 �% I RI :29.54 1 20.63 1 c ' {. GCB t13 20.65 m m HP: 20.10 RIM:2&78 GB: 21] GB: 21.78 .. n I 20.9 0 GB: 'a1 ]g 11.1% J I GB: 21.90 I 1, I GB. 2119 1 e Sn RIM=18.89 GB: 21.90 CONC N IE-1631 r� LP: 20.10 .a DONC E IE=1611 j � qa� \ u PVC W IE=16.81 j REFER TO STORM 01 DRAIN PROFILE C25a 1 Q FG: 21.08 o HP: 20.10 '1O �1 y. CB #6 . GB: 21.90 0 RIM 2490 GB: 21.90 GB: 22.17 G ' 1.90 \ \ /SF I .03 22 1 �I I II 65 1 GB: 22FG: 50 HP: 20.10 22 I rFG: 22.16 FG: 22.70 J OI T I n IA1 Ly019 • I I +'92F 6"@0.50% FG: 22.70 FG 22701 GB 22'.i .21.98 FG ]6 LF UP: 20.10 :2 1 V RD RD FG:2216 FG2216 1.0°% \ 1 1 _ / �07 RD I FG: 22.70 ••SDCO �� 1 HP: 20.10 I. a" ' FG 22,70 FIG 21.71 FG 2 FG: SDCO 41 21.28 I LP: 20A0 FG: 22]0 FGt 21 ]2. - SDCO#2 FL 22A 6. P 20.10 FG: 20.4 on, G 22.70 GRADING 1 FG: 22.17 \ -DETAIL DE ARGMENT C2.8 HP �0.10 FG: 22.66 \yR I` ENLARGMEN 148 LF 11 LP. 20.10 R� 2 69 GRADING-'1D26 BUILDING 6"@0.50% FG: 22.701.2% HP: 20.10 FF=22.70F FCL2t,72" l FG22,70 \ \ 1.7% 1.0 % FG: 2222 LP: 20.10 SD O#3 _ I 48'LF \\ 15' TRANSITION F ROMI .N' ' I Ijl it ,-69 6'PVC. G22.7D INTEGRAL TO FLUSH CURB JJ �\FG: 22.44 -_o -_ G2223 HP: 20.10 VAULT PAD: 20.70 � _-_~ - - 3. \ \ : 21.85 -- FG. 22.70 \ \ \ 20 LF 6" DCO #8 7� CO #7 HP: 20.10 � FG' 2188 '. S 7 m �\ 23% II GRADING 1 L I I Ao 70LF 6".0% DETAIL C26 I - o C2 BSWALEE ION / '00% 4.2°o DETAIL FG: 22.70 F :22.151 LINEG URB 23° CB #5 15' TRANSITION FROM II DCO#5 9LF 6"Q050% F OWLINEG DING is J RIM:2C.TS 20.68 INTEGRAL TO FLUSH CURB FG 22,70 1.0% I„I I FG: 95 z_ : 2208 FG: 21.74 SD#6 HP: 20.1q 1 \ GB 2139. CO n r P: 20.10 �i 1.47 #4 a 6" @ 0.50°�O FG: 21.38 7�N / p �� FG: 21.6] F :22.04 \ o / Ioy 65 LF 6" PEP 133 LF `r FG: 22.15 HP: 20.10 s V' 1 I GB. 21.31 3.84% 6" @ 2.05 % 2 FG: 22.04 GB: 21.76 0.46 BU FEF MH 512 819'S5 J CB#7 REFER TO STORtv�� @ FG: 22.04 / DD T -�_NI 1 \` C2.5 O GB:2L60 \ 050 \ �D= G ' ols 20.91 RAIN PROFILE C _ GB: 21.70 \ `1 I GB: 2121 eiz" . HP: 20.1� s I / FG 2060 RIM LP: 20.10 19.97 RIM: 20. 01 REFER TO SHEET C2.3 1 \ RIM: 20.06 I FOR DETENTION SYSTEM FIG�20.P9 \ 148 CB#10 \ HP: 20.10 u RIM: 206 RIM: 19.91 RIM:1#10 E2 B # 2 RIM: 20.33� 21.03 0�20.90 11 20 \ 1.4° 1.4°o RIM: 19.86 #9 1 { 1 6 N 5 FG: 20.2] RIM, RIM 19.42 - LP: 20.10 RIM:20.45 RIM: 20.1 RIM:20145 - \ I GB: 20. o RIM. 19.81 45 - - H `F I G' ] j 1 GB: 20.5 / / I GB: 20.76 GB: 20 _ _ HP: 20.19 I 10wO _ RIM: 2.8FG: 20.28 0 RIM: 20.3 / / I _ �'FG: 2025 % 1AI°.... 20� N°I'& N. O Ge_20-54 1 CONTROL STRUCTURE FG 20,25 FG: 20.25 FG 20.25 FG: 20.25 1 RUA'88632093 STMH 503 RI =1976 CB#8 FG. 20.40 6 RIM=20.86 12" CONC NE IE=1249 ORMTANK INSPECTION PORT 6 CPR p �T. REFER TO STORM TOP=16A9 rI IE=9.99t I 3O" CONC W 'TkE TMEN LAR WETLAND RIM: 1955 DRAIN PROFILE a 36" coNc w IE=1 19.55 C2.5 r Ir=1 o.3at 1'n@ATMENT VAULT EARTHWORK VOLUMES BASIS OF BEARING CUT: 100 CY NAD 1983 FILL: 2,000 CY WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS NET: 1,900 CY OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 VERTICAL DATUM (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD STAND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 o Q as� Know what's below. Call before you dim. PNO. W3 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB#1 RIM =4P.51 N 167213.03 IE=WAS (8" W) E 1298053.73 CS #2 RIM =- PEA 4 N 167214.01 IE=1695{8" E) E 1297933.02 IE=1695(8' W) RIM 4676 CS#3 IE = 16.42 (8' N) N 167199.38 IE - 1642(8" S) E 1297827.74 IE=16.42(8" E) CB#4 RIM =-2069 N 167059.52 IE=4532-(8" N) E 1297824.00 IE=16i2(8" S) CB #5 RIM =2986 N 166976.58 IE=#69(8" SW) E 1297852.66 IE=1439(8" AE CB#8 #6 RIM 4498 IE=1607(8 N)� 1CB N 1 .8 IE -1F.@? (8" S) E 16712 IE= IA. 44(6" E) CB#7 RIM = 2091 N 166916.32 IE = 14-46t8" NE) E 1297819.48 IE =14.16 (8" S) CB#9 RIM =i0.59 N 166854.29 IE=1626(12" E) E 1298021.99 IE=i636(12" W) CB#10 RIM = 19.5d N 166850.94 IE =16.79 (12"W) E 1298120.84 CB #14 RIM = 2656 N 167261 20 IE = 46�9(8" S) E 1297829 60 CB#15 RIM =i9.61 N 16726167 IE=1},34(12 E) E 1298282 83 IE = HI.81 (6" S) CB#8 N 16685744 RIM =19.56 E 1297918.48 CONTROL STRUCTURE RIM = PEAR N 166948.15 IE=18..66(12" W) E 1297818.27 IE = 19.99 (12" N) L.�t01:�l�l1 lei 0 :K 20.63 17.87 20.65 17.35 17.23 t0.93 '6.61 '6.6/ '6.57 t0.69 15.74 15.80 ?0.68 14.35 14.51 15.51 " 65 8.13 6.38 4.01 '4.23 9.42 16.31 16.28 Lxsy 20.58 16.92 19.55 17.43 17.46 Eli 20.93 13.87 13.54 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SDCO#1 RIM =22.68- N 167126.25 IE = 20.18 (6" W) E 1297972.06 SDCO#2 RIM=W.AA N 167127.56 IE =19.81 (6" E) E 1297898.99 IE = 19.81 (6" W) SDCO#3 RIM =? 56- N 167010.38 IE = 17.91 IS" SE) E 1297888.30 RIM =22.62 SDCO#4 IE 16.50 (T E) N 166954.96 IE 16.50 IS' S) E 1297931.54 IE = 1650(6'NW) SDCO#5 RIM =2266 N 166950.15 IE = 19.57 IS' E) E 1298081.47 IE = 19.57 (6' W) SDCO#6 RIM = 223' N 166959.38 IE = 1970 (6' N) E 1298105.77 IE = 1970 (6' W) RIM = i252 SDCO#7 IE = 1984 (6' W) N 166988.21 IE=19.84(6 S) E 1298108.14 IE = 19.84(6" N) SDCO#8 RIM = 22.69 N 166988.35 IE = 20.50 (T E) E 1298087.89 BODO#9 RIM 22E6 N 167116.02 IE-20.48 (6 S) E 1298114.71 1 PROVIDE4 PERFORATED FOUNDATION DRAINSAROUND BUILDING FOUNDATION. CONNECT TO STORM SYSTEM. 2. PROVIDE 6 PVC SDR-35 ROOF DRAIN LINES AT 0.5% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 3. PROVIDE HERRINGBONE GRATE INLETS FOR ALL CATCH BASINS PER WSDOT STANDARD PLAN B30 50 02 UNLESS OTHERWISE NOTED. 4 CONTRACTOR SHALL COORDINATE AND CONFIRM DOWNSPOUT ROOF DRAIN LOCATIONS WITH BUILDING PLANS PRIOR TO CONSTRUCTION. DOWNSPOUTS SHALL BE COORDINATED WITH FOOTING CONSTRUCTION TO ENSURE ADEQUATE COVER. 5. PROVIDE STORM TRENCH PER DETAILe C3.2 _ W _ 22.63 I V 22.47 22.70 1.0 O CM 0 22.60 O QD 22.34 I Q 22.54 22.97 "•���Q�� m1nom ro w14 TACOMA - SEATTLE 'O.AoFja SPOKANE - TRI-CITIES �s7DRn1. gWt 2215 North 30th Street, Suite 300 Tacoma, WA 98403 osnv:oz/ 253.383.2422 TEL 253.383.2572 Fax wwwuhRoom WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS 12103/2020 � RIM) EOH""'""' CITY OF :s. WHILE THIS INFORMAnoN is aeusyso ro wHO@ML'� p� 'ONSIBLE FOR ITS ACCURACY, OR ERROR OR ' ^r'NTOIQ BEN INCORPORATED I NTO TR I S DOCUMENT AS pyAR RENTON TRI& RECORD DOCUMENT ARE ADVISED TO L JOB OF ITS ACCURACY BEFORE "PLYING IT DATUM SK ATZM Planning/Building/Public Works Dept. REVISION BY DATE APPR .ee.am w-'E�' WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS 'a®"° FORD AHBL JOB #2180100.11 IWI Wk PRIVATE GRADING AND DRAINAGE PLAN C2.1SNUBS. IF ON w R-4067 07 N N O 0 00 00 T i1 - �- iiiiiiii AI RIM' 20 87 - ' 158-IIE : RIM: 20 EE I jUM: 20.06 BRIM: 1991.RIM: 19. 97 /)RIM : 20.33 CB 12 �'� 1i• RIM, 2001J I RIM: 413v96 21.03 RIM: 20. 18 4 RIM. 20.44 CONTROL STRUCTURE C2 2 RIM: 19.80 RIM0.31 I�i3-99MJ• t ^ - 'tea. RIM: 20.12 � RIM 19 Ri J \ .. ... .... J J R�: 22.46 STMH 3 I 20 LF 12 EPEE XI TIKJG TY E 2 CB I STNVWC503 RIM=a9-IS19 84 \\IRI 49i) .8d 12" CONS NE IE-4 12.48 IE: i2YY 4"( .4d 3U" CONC SE IE-1151t DETENTION LAYOUT 25 20 15 10 14 LF 1TCPEP @071% B-iJ96 8'x12' MODULAR WE' IE IN 18.89 0.45% TREATMENT VAULT RIM: P£-59 213-5 � IE OUT: 32.6612.57 2 1. ISOLATIONIIJ IS ROWS ARE REQUIRED C2.8 AT DETENTION SYSTEM INLETS FOR SEDIMENTATION CONTROL 2. INSPECTION PORTS SHALL BE PROVIDED AT 25' AND AT EVERY INLET LOCATION 3. REFER TO SHOP DRAWINGS AND ASSOCIATED BUILDING PERMIT FOR ADDITIONAL DETAILS RIM: 19.69 19.63 PROPOI GRADE r EX 0+50 DETENTION PROFILE 1+00 1+50 O Know what's below. Call before you PROPOSED DETENTION FACILITY FOOTPRINT (7,318 SF) 18" INLET PIPE 12" OUTLET Inl>m=u IMP (DESIGN BY ENE SUITABLE COMPACTABLE FILL (AS NECESSARY - DESIGN BY ENGINEER OF RECORD) i LAYFIELD LP6 NON -WOVEN GEOTEXTIL (OR EQUAL) SURROUNDING MODULES AN STONE/SOIL INTERFAC PERMIT# VEGETATED AREA TO BE DESIGNED WITH ADEQUATE COMPACTED FILL FOR DESIGNED LOAD RATING (DESIGN BY ENGINEER OF RECORD) ITT IIC Wi 36" ` MIN. V MAX. I V-0" DEPTH SPECIFIED By V 2 ENGINEER 2OF " RECORD si'a' ANGULAR STONE STORMTANI(® MODULES MIN. [6- MIN] (36" x 18") MODEL ST-36 1. ISOLATION/DEBRIS ROWS ARE REQUIRED AT DETENTION SYSTEM INLETS FOR SEDIMENTATION CONTROL ENGINEER OF RECORD RESPONSIBLE FOR ENSURING 2. INSPECTION PORTS SHALL BE PROVIDED AT MANUFACTURER REP: ANDV GERSEN SUBGRADE SOILS MEET BEARING AND SETTLING 25'AND AT EVERY INLET LOCATION PHONE: 206-595-2203 REQUIREMENTS 3. REFER TO SHOP DRAWINGS AND PRODUCT LAYOUT: LAYFIELD GROUP '1 STORMTANK SYSTEM EMAIL ASSOCIATED BUILDING PERMIT FOR PHONE: 090807 ADDITIONAL DETAILS SEAT-rLEATTLE@LAVFIELDGROUP.COM ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 2' MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 0 ADJUST RIM PER RENTON STD. PLAN 204.50 AS NEEDED ROUND SOLID COVER MARKED FRAME AND LADDER OR FRAME OFFSET SEE NOTE 4 "DRAIN' WITH LOCKING BOLTS OK TO BE ABOVE GRADE a CHAIN -200#CAPACITY SLACK WHEN GATE IS DOWN a '.aAI FASTEN CHAIN TO FRAME 2.30' 0.751'1 DESIGN WATER A.r NOTCH o SURFACE EL.=f6!JIJ 1 I 600 DOWNTURNED ELBOW 16.81 2.0' MIN WITH 2.75"0 ORIFICE _ _ _ IEabi415.24 PIPE SUPPORT 16.17 5 SEE NOTE 6 WATERTIGHT CLEANOUT 14.51 SHEAR GATE 12"OUTLET PIPE a 18" INLET PIPE HIGH FLOW - � INVERT EL. 43.99 1INVERT EL. I AAA 13.87 13.54 12" SECTION OF PIPE ATTACHED BY V. V2.0' MIN 3ASKETED BAND TO ALLOW REMOVAL STANDARD GALVANIZED STEEL OR ALUMINUM 18" RISER PIPE BiLADDERISTEPS 0 RESTRICTOR PLATE WITH 2.25" ORIFICE 2.0' MIN 60"0 CONTROL STRUCTURE 4 SCALE: 1 =2" RECORD NOTE 12/03/2020 RMI ENDS ""w'"'SUBMITCITY OF BE RELIABLE. AHELEAST, BY NOTREOTHERS. WALE THIFOR IT ACCURACY TORE ERROR TO � ML x1SM�x. BEEISSIONS PICHISNOTBEBEENSIBLE INCORPORATE IWOTHIORCUMENTR C PtENTON OMISSIONSWWCX THOSE RELYING ON THIS RECORD DOCUMENT ME DOCUMENT ^r,ltl ltl A RESULT. INDEPENDENT IC TMS OF ACCURACY BEFORE VISED APELYITO OBTAIN INDEPENDENT VERIFICATION OF RSRLCORALV BEFOREAPRYING IT ML �� DATUM FoanNV PORPosE.� SK Planning/Building/Public Works Dept. vWmIIICN dIQ. NO- REVISION BY DATE APPR D•N M"EC01 y NOTES: r. 0 N N O I T u Lf) C) (`) C) C) ED 00 J T 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. N C) 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL ALUMINIZED C�I STEEL, OR ALUMINUM ALL OTHER STEEL PARTS MUST BE a GALVANIZED WITH TREATMENTS 1, 2, OR 5. 00 T 4. FRAME SO: O LADDERGATE STEPS OFFSETFROM A.CLEANOUT GATE I VISIBLE FROM TOP. A. CLIMB C B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. -DO D- C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 114". 6. PROVIDE AT LEAST ONE W x.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. 1010100 / A�C✓ TACO MA • S EATTL E �oa, ad}�°8s®� S PO KAN E - TRI-CITIES �%0NA6 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ps/Iy/zp17 253.383.2422 TEL 253.383.2572 FM vGGLahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS INI JOB #2180100.11 MRSAHBL �,� DETENTION SYSTEM NOTES AND DETAILS NC2.2 R-4067 08 PERMIT# II� 25 20 15 fib LF1 'CPEP®0.50%°w 2'WIDE q PROVIDE RV SPACES SPLASH PAD AT OUTFACE BIORETENTION C2A SDCO#13 __ .BOGS#12 OUTLET III: 17.00 SWALE RIM :4A.9419.40 RIM 19.87 19.23 24 �IE: 17..59 (E) IE:ii-3PG"(E)� i ].59 i].56 U p tHP 0.00% 0.00% LP: 20.10 - - LP: 20.10 HP: 20.10 H .22 Q a 0.00% 0.00% 0.00% 0,00% -y 0.00% 0,01% T0,00% 0 LP: 20.10 HP: 20.10 1� HP: 2010. LP: 20.10 LP:38.10 HP: 20.10 HE 20.10 HP: 20.19� LP: 20.10 HP: 20 - � FG: 201 FG: 20.41 EXISTING GRADE 3" PONDING DEPTH 5:1 PROPOSED FINISHED GRADE' �m IOm nm OLm �m Nm V m w 0 w 0 w W w Ol w OL w O 0+50 1+00 1+50 BIORETENTION SECTION 20" x 24" 10x A L e m 11 1 R" RIM:19.50 i 5/8" } 18" x 22" SECTION A -A ALL BARS PLAN NOTES: 1. USE WITH STANDARD B-30.10-03 FRAME BEEHIVE GRATE AJ BOTTOM OF SIN \` BIO-RETENTION SWALE 3 w ELEV=19.35 TYPEI CURB C23 SDCO#11 SDCO#10 INLET(TVP.) RIM9.E9-19.17 1 RIM 1910 \ H IEl.AA 6` (E) i7.5] IE:9 N) 'N) I /7.65 .65 0 C 4 I] 0.00% 0.01% 0.00% 0.00% 0.00% °0 LP: 20.10 HP: 20.10 0.01 0.0011 0.01% _ LP: I / LP: 20.10 ^ HP: 20.10 LP: 2f)RO - - i � � � HP: 20.10 HP: 20.10 HE Hft\20` HE 20.19 FG: 20,42 FG: 20.28J BOTTOM OF BIORETENTION WALE: 19.35 EXISTING GRADE ELEVATION PROPOSED FI dISHED GRADE ELEVATION mw mw mw mw mw 2+00 2+50 3+00 A TCEMENT CONCRETE VERTICAL CURB 4 TRANSITION TO ADJACENT CURB TYPE PER PLAN 9 -i 2.00' H.M.A. PAVEMENT A J H.M.A. PAVEMENT F� 3.00' BIO-RETENTION rT SOIL MIX 1 0.50' CEMENT CONCRETE VERTICAL CURB SECTION A NOTES: 1. PORTLAND CEMENT CONCRETE SHALL BE 3000 PSI MIN. 2. TOP SURFACE TO BE BROOM FINISHED. 3. PROVIDE J'a' RADIUS ON ALL EXPOSED EDGES. 4. PROVIDE AT CURB LOW POINTS AS SHOWN ON THE PLANS. TYPE I CURB INLET Know what's below. Call before you dia. NO ol ol m m m m m m n old old old Ol 3+60 4+00 I"ll. O N cq Z O O T GRAPHIC SCALE 0 0 10 20 40 1" = 20 FEET I / �!G/A�C✓ TACO MA • S EATTL E ad��°8B®� S PO KAN E - TRI-CITIES �%0NA6 eQ:N 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ps//gvl;,l 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS D NOTE 12/03/2020 °^"th ><NM NMBNOD x1SM�x. „„,„i,,.,, DATUM ® CITY OF \ � pT'! ^ r'NTONAl P anning/Building/Public Works Dept. WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 BIORETENTION SYSTEM NOTES AND DETAILS 7/29/2019 IM7,BYOTHER9. WHILE THIS INFORMPTION IS BELIEVED TO HBL IS NOT RESPONSIBLE FOR ITS ICCURPCY, OR ERROR OR ICH MY HAVE BEEN INCORPOMTED INTO THIS DOCUMENT IS )BE RELYING ON THIS RECORD COMMENT ME ADVISED TO NDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT OSE_ \�ML l ML °tlX" NI C2.3 � BX VIIII� REVISION BY DATE APPR Zi•R SISID m a. T, R-4067 09 U-) O (`) O O O 00 Q J N N O O O 00 T PERMIT# eCURB INLET C2.3 eBEEHIVE GRATE C2.3 FG PER PLAN TYPE 1 CURB INLET W FREE BOARD SEE BIORETENTION HYDROSEED NOTE BIORETENTION SOIL MIX NATIVE SUBGRADE, DO NOT COMPACT NATIVE MATERIAL UNDER BIO-RETENTION AREA. BERM FG PER PLAN �II PER PLAN 8" OR 8" STREAMBED COBBLES PER WSDOT STD 9-03.11(2) (2.0'MIR) FIE PER PLAN \A j 3' C DEPTH 18" IN. O 8 j0 r, 8" MIN. LAYER OF FILTER C Tea® FABRIC, ALL SIDES. T PERFORATED PVC MIRAFI 140N OR EQUAL UNDER -DRAIN PIPE @ 0.0%. IE: PER PLAN BIORETENTION SOIL MIX OUTLET PER PLAN 1-1/2"-3W NON FRACTURED DRAIN ROCK EQUIV. TO WSDOT SPEC. 9-03.12(5) BIORETENTION SOIL MIX (BSM) SHALL BE A WELL -BLENDED HOMOGENEOUS MIXTURE OF 60 TO %PERCENT BY VOLUME MINERAL AGGREGATE FOR BIORETENTION SOIL AND 35 TO 40 PERCENT BY VOLUME COMPOST AS DETAILED IN THE TABLES BELOW. MINERAL AGGREGATE FOR SIORETENTION SOIL TABLE: MINERAL AGGREGATE GRADATION &EVE ORE PERCENT PASSING Ne INCH IN PERCENT U.S. NO %TO IN PERCENT U.S. N0, 10 75 TO BD PERCENT us NO.4D 25 TO 4D PERCENT ULS. NO. IN 4TO 10 PERCENT US. NO. NO 2TO4 PERCENT MINERAL AGGREGATE FOR BIORETENTION SOIL MUST BE FREE OF W000, WASTE, COATING. OR ANY OTHER DELETERIOUS MATERIAL. AND ALL AGGREGATE PASSING THE NO. NO SIEVE SIZE MUST BE NON -PLASTIC. MINERAL AGGREGATE MUST BE ANALYZED BY AN ACCREDITED LAB USING THE SIEVE SIZES NOTED IN THE TABLE TO THE LEFT. AND MUST MEET THE REQUIRED GRADATIONS. COMPOST TABLE: COMPOST GRADATION SIEVE SIZE MIN. PERCENT PASSING 2-INCH IN PERCENT I -INCH SS PERCENT 51&INCH SO PERCENT 114-INCH 75 PERCENT COMPOST MUST ORIGINATE A MINIMUM 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS, CROP RESIDUES. AND BULKING AGENTS. AND MEET THE DEFINITION OF 'COMPOSTED MATERIAL' IN WAG 173,350-100. COMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE WATER OR MST PRODUCED WHEN HANOUNG THE MATERIAL COMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT, A CARBON TO NITROGEN RATIO BELOW 25:1. AND A pH BETWEEN 6.0 AND 8.0 ABORIST WOOD CHIP MULCH TABLE: ARSONIST WOOD CHIP MULCH GRADATION SIEVE 612E PERCENT PASSING 6 INCH 1DOPERCENT 24WN H TO IN PERCENT 1-INCH 70 TO 100 PERCENT 516-INCH 0TO 50 PERCENT U.S. NO 0 TO M PERCENT AR SORIST WOOD CHIP MULCH SHALL BE COARSE GROUND WOOD CHIPS (APPROXIMATELY V2" TO 6" ALONG THE LONGEST DIMENSION) DERIVED FROM TIE MECHANICAL GRINDING OR SHREDDING OF THE ABOVE-GROUNO PORTIONS OF TREES. IT MAY CONTAIN WOOD. WOOD FIBER. SANK. BRANCHES. AND LEAVES. BUT MAY NOT CONTAIN WEEDS, WEED SEEDS, OR VISIBLE AMOUNTS OF SOIL PLANS BIORETENTION HYDROSEED NOTES FORREFER BUFFER PUNTING FOR BUFFER PLANTING AND TOPSOIL REQUIREMENTS UNLESS OTHERWISE STATED ON APPROVED PLANS, THE REQUIRED METHOD OF SEEDING SHALL BE BY AN APPROVED HYDROSEEDER WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO A HOMOGENEOUS SLURRY THE SPECIFIED AMOUNT OF SEED, WATER, FERTILIZER AND MULCH. GRASS SEED ALL SHALLNEW OONP SEED. SEED IS TO BE MIXEDMECHANICALLY ES EALLER.IIN IF SEEED IS M XEDN, THE SIT EACHVAR ETV SHALL BE DELIVERED IN THE ORIMAY BE MIXED -S IT CRIGINAL CONTAINERS LAANALYSIS.LERS GUARANTEED ONTRACTOR SHALLE FURNIS H TO THE NDSCAPE ARCHITECTT DE CALERIS GUARANTEED STATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY. �\ GRASS SEED SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE PROPORTIONS INDICATED. SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED SHALL BE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS. WATER THE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL -ESTABLISHED STAND OF GRASS THAT IS ACCEPTABLE TO THE OWNER FOR THE PURPOSE INTENDED. WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS. WHEN GRASS IS REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON -GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTED GRASS SHALL HAVE AT LEAST 1 INCH OF WATER PER MONTH DURING THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15. FERTILIZER UNDERDRAIN PERFORATION NOTES: FERTILIZER SHALL BE A COMMERCIAL MIX WITH A 16-14-8 FORMULA, INCLUDING 50 PERCENT SLOW RELEASE SLOTS SHOULD BE CUT PERPENDICULAR TO NITROGEN, OR THAT MIX AS RECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE THE LONG AXIS OF THE PIPE AND BE 0.04-0.069 ARCHITECT. INCH BY 1 INCH LONG AND BE SPACED 0.25 INCH APART (SPACED LONGITUDINALLY). SLOTS MULCH SHOULD BE ARRANGED IN TWO ROWS SPACED WOOD OR RECYCLED NEWSPAPER CELLULOSE FIBER MULCH SHALL BE APPLIED AT THE RATE OF 2,000 POUNDS TO ON 45-DEGREE CENTERS AND COVER THE ACRE. MULCH SHALL BE INCORPORATED INTO THE SLURRY OF WATER, SEED, AND FERTILIZER AND SHALL CIRCUMFERENCE OF THE PIPE. SLOTTED SUBSURACE DRAIN PVC PER ASTM D1785 CONTAIN A COLORING AGENT TO FACILITATE A VISUAL INSPECTION OF COVERAGE DURING AND AFTER APPLICATION. SCHI GRASS MIXES USED SHALL MEET THE FOLLOWING SPECIFICATIONS: %BY WEIGHT CATCH BASIN NOTES: (BIOFILTRATION SOURCE GRASS): APPLICATION (RATES PER ACRE): 1. TYPE 1 P CATCH BASIN PER WSDOT 10% CREEPING FESCUE NOW WOODFIBER MULCH STANDARD PLAN B5.60-02. 45% INTERMEDIATE WHEATGRASS (REGREEN) 80N SEED MIX 5% PERENNIAL RYEGRASS 30DN 25-0-14 FERTILIZER W/ SULFUR COATED UREA 30%TALL FESCUE 30G ERO-BOND NOTES: 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN, 2, SCARIFY SUBGRADE TO A DEPTH OF 31NCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF BIORETENTION SOIL MIX AND UNDERDRAIN AGGREGATE, EXCEPT WHEN LINER IS REWIRED. 3. LINER TO BE INSTALLED ONLY WHEN REQUIRED IN THE CITY OF RENTON SURFACE WATER DESIGN MANUAL(RENTON SWDM). LOW PERMEABILITY LINER TO BE 30 MIL MIN. GEOMEMBRANE LINER OR 12INCHES MIN. (DRY) CLAY LINER. CLAY LINER TO BE COMPACTED TO %% MINIMUM DRY ENSITY (ASTM Meet. WITH AT LEAST 30%CLAY PARTICLES PASSING (ASTM 0,122) AND AT LEAST 15% PLASTICITY INDEX (ASTM 04318). 4. UNDERDRAIN TO M V MIN. (PRIVATE). W MIN (PUBLIC SLOTTED PVC PER ASTM 01 T85 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE ON TO0 See INCHES BY 1 INCH LONG AND BE SPACED 0 25INCHES APART (SPACED LONGITUDINALLY) SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 4SDEGREE CENTERS AND COVER In OF THE CIRCUMFERENCE OF THE PIPE. SLOPE PIPE AT 0.5% MIN UNLESS OTHERWISE SPECIFIED. PROVIDE ONE CLEANOUT MIN. PER IOD FEET OF UNDERDRAIN, AND AT EACH END. SEE STD. PLAN 226.N MATCH CROWN ELEVATION OF UNDERDRAIN TO OVERFLOW PIPE UNLESS OTHERWISE SPECIFIED. 5. Is -MIN. BIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF BONDING AREA. BIORETENTION SOIL MIX TO MEET STD. PLAN 262,W 6. UNDERDRAIN AGGREGATE TO MEET STD. PLAN 282 A. 2 ARBORIST WOOD CHIP MULCH TO MEET STD. PLAN 262S0_ B. MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF BIORETENTION SWALES SHALL BE 6%. 9, WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED N SHJRETENTHJN. REDUCE BOTTOM MOM TO 6 INCHES MINIMUM AND INCREASE SIE SLOPE TO 1,WIV ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: I. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 26500. 265.10, AND 26520. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 2. BSM PLACEMENT. GRADING, AND CONSOLIDATION SHALL NOT OCCUR WHEN THE BSM IS EXCESSIVELY WET OR HAS BEEN SUBJECTED TO MORE THAN 117 OF PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT. EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE U%SOIL MOISTURE BY A GENERAL TOOLS AND INSTRUMENTS DSMMSOO PRECISION DIGITAL SOIL MOISTURE METER WITH FROM (OR EWNALENT). THERE SHOULD M NO VISIBLE FREE WATER IN THE MATERIAL. THE CONTRACTOR SHALL PLACE BSM LOOSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR OR LOADER FROM A HEIGHT NO HIGHER THAN 6 FEET. UNLESS OTHERWISE APPROVED BY THE ENGINEER (I E.. DO NOT DUMP MATERIAL DIRECTLY FROM TRUCK INTO CELL) COMPACT BBM USING NON -MECHANICAL COMPACTION METHODS (E G BOOT PACKING. HAND TAMPING, OR WATER CONSOLIDATION) TO 83%ix 2%)OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557). OR AS DIRECTED BY THE ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNDERDRAIN AGGREGATE STD. PLAN-262.t DEPARTMENT PUBLIC WORKS ' PueucWORKS BIORETENTION SECTION 0 DEPARTMENT BIORETENTION SOIL MIX, AND MULCH GqZ 9/z8/(WITH UNDERDRAIN) SPECIFICATIONS BIORETENTION SWALE 0 Know what's below. CaII before you �9U HE M_TED INPART. NOT RESPONSIBLE WHILE THIS FORIT ACCURACY INFORMATION'S EVETO ML BE RELIABLE PICH IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WWCH MAY RELYING ON RECORDDOCUMENT INCORPORATED ENTWO TXIS DOCUMENTADVISED TO S A RESULT. :HOSE RELYING ON THIS RECORD OOLVMENi PREAOVIBED TO Pu11H ML OBTAIN INDEPENDENT VERIFICATION OF RBALCURALV BEFOREAFPLYING IT FORANYPORPOFF S-K N0. REVISION BY DATE APPR AAA BE"EC01°"¢' UNLESSOTHERWBENOTED,DRAWINGISNCI XaLM STD. PLAN - 262.10 GAZ 9/28/2018 I v.1k, w'.. „o. DATE I'°�AL: HAS 1°w'"' � CITY OF 4 RENTON DATUM Planning/Building/Public Works Dept. / �!G/ASC✓ TACO MA S EATTL E S PO KAN E TRI-CITIES M'Y910NAt �M1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 OF//y/zDZJ 253.383.2422 TEL 253.383.2572 Em mANGL hhl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS AHBL JOB #2180100.11 BIORETENTION CROSS-SECTION AND NOTES C2.4 r� O N N O O O T L] OF) O co O O O 00 Q J N N O O O DO T To 7 R-406710 25 20 15 10 20 15 13 CS # 12, 4W TYPE 2 CB CB #5, 48" TYPE 2 CS N:166883.3638 N:166976.5848 E:1297820.4759 E:1297852.6562 RIM:-29.96 21.03 CB #7, 48" TYPE 2 CB RIM: 20.75 20.68 IE: 14668" (N) 14,23 N:166916.3223 IE: 1 .58 T (SW) 14,35 E:1297819.1802 EA 5881 14.51 RIM: 20.911/ 14.01 IE: 14A6W (NE) 14.23 IE: 14Nr8- (S NOTE: ALL TYPE 2 CB COVERS NOT TO BE MARKED WITH CITY - OF RENTON LOGO . ------- ------- --- --- -- 100-YR SURCHARGE ELEV --------- ---------- WATER CROSSING STORM STA: 0+45.02 E: 16.76 (69 -144 0.49% 88 LF 8 S.CPEP @6.699'' GIS 45, G6 I YPE 1 N:167129.4067 E:1297825.8707 RIM: 21+8921.65 IE: 4078" IN) IE: I II 8"(S) 16.13 IE: 19.446"(E) 16.38 E:1297823.9968 RIM:29.61 20,69 IE: 95.728"(N) 15.74 IE: 46d28" (S) 15.80 E:1297827.7390 E:1297829.6011 RIM: 48-7-F 20.93 20.58 RIM: 28.58 IE: 1BA2VIM) 16.61 IE: 1Cr3-J8" (S) IE: 16A2It" (8) 16.61 16.92 IE: 16.42 8" (E)16+57 EXISTING GRADE ��' ' PROPOSED FINISHED GRADE J`--- i WATER SERVICE CROSSING STORM STA: 3+34.61 -'' IE19 14 70 LF B" CPEP @8,6691 EXISTING GRADE ELEVATION -1 r PROPOSED FINISHED GRADE ELEVATION 70 LF 8" CPEP @4681 STORM IE: 16.15 2.19' OSEWER CROSSING STORM STA: 2+67.95 CROWN: 13.96 1 62 LF 8"CPEP @0.50 PERMIT# 25 N ,c RIf�:28.54 I CB#'a 20.65 �0 6I8 III CB#3 20.93 e RIM: 2134? 21 L� 20 �' I �e9BUILDING 4+ \!� ff " --�- r•_ - �I I i _ 19.59/ YA • -•19.42 10 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STORM PROFILE 1 CONTROL STRUCTURE N:1668PE2CB N:166848.1538 SCALE: 1"=20' H VVI V E:1297818.2673 20.93 RIM:28.5 13.87 IE:469612' (W) 13.54 IE:499912' (N) CB #9, TYPE 1 N:166854.2 62 CB #10, TYPE 1 E:1298021. 53 N:16fi850.937fi RIM:' 9.69 9.42 NIHIOLUI PROPOSED FINI HED GRADE IE: 16.3812' (E) 16.31 RIM: 19.50 : 19.50 IE:46.20 12' (W)16.28 16.85 1E: -06.7P 100-YR SURCHA GE ELEV------------ ___ -' _� 0---GRAB TOP F STORMTANK: 16.99 / PIPE ROWN: 16.80 99 LF I r CPEP @ 9 691111 CPEP @-1'�qP 0.54% 49 LF 12" CONNEC TO STORMTANK DETENTION SYSTEM SEE MAN FACTURER PLAN FOR CON ECTION DETAIL. EXISTING GRA E ELEVATION PROPOSED FINISHED GRADE ELEVATION •-a, IF na Go m"W ad 6 0pi Q Oi OI OO C6 6 ED 0; 0+50 1+00 RM PROFILE 2 25 20 20 15 15 13 13 CB #1, TYPE 1 E:1297827.7390 E:1297933.0246 RIM:46i: 20.93 PRO POSED FINISHED GRADE RIM: 965420.65 N:167213.0267 IE 464281. N i661 HE: 16-958"(E)1735 E:1298053.7290 20. IE:+6.d28" (E)16.57 IE: 16-958" (W)17.23 ��\✓_______ 7.87 II __________ WATER SERVICE CROSSING EXISTING GRADE STORM STA: 1+79,95N WATER SERVICE CROSSING ---- STORM STA: 0+14.09 -----100-VR SURCHARGE ELEV 121 LF 8" CPEP d4'5998' 106 LF 8" CPEP @4694tr EXISTING GRADE ELEVATION PROPOSED FINISHED GRADE ELEVATION Nn I N t'N I N t'N I N ry N ry N t'N I N t'N I N C I N ry I-Em 0+50 1+00 1+50 2+00 n STORM PROFILE 3 25 25 PROPOSED FINISHED GRADE 20 OUTLET FROM DETENTION 9 LF 12" CPEP @ 0.00% 15 20 HIGH FLOW BY-PASS 1( 14 LF 12" CPEP @4749b 0.07% TREATMENT VAULT RIM = 22.49 IE IN = 13.89 IE OUT = 12.56 STMH 503, EXISTING TYPE 2 CB N:166816.7255 E:1297787.4455 RIM: 19.76 19.84 IE: 19.44 12" (NE) 12.48 25 EXISTING GRADE b m 0 b N p N W ill 15 70 9 �20 LF 12" CPEP @9di9G 0.45% 0+50 EXISTING GRADE J L PROPOSED FINISHED ELEVATION GRADE ELEVATION STORM PROFILE 4 5 SCALE: 1'= 20' H 1-= 5' V 15 �cxEAy >��• BT •ASBy� O��f � 13 T A C O M A • S E A T T L E SPOKANE • TRI-CITIES �a970NA4 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 p•/ly/zp17 253.383.2422 TEL 253.383.2572 Em wirwahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS / SCALE: 101 VV V RECORD NOTE 12/03/2020 RINI 10I CITY ® SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION ISBELEVEDTO x1SM�x.wO ^U,^ � C1I�T i OF BE RELIABLE PNBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR �ML � ^r'NTON A OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IWO THIS OOCUMEMPS ^r,1V1 1V A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO I, OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT ML �� DATUM Know what's below. FORMYPVRPOSE LH:��BL SK Planning/Building/Public Works Dept. Ca II before VOU dill. NO. REVISION BY DATE APPR �•R MSE' ` WALKER MAZDA DEALERSHIP 7/29/21 AS-BUILTS B°®°° AHBL JOB #2180100.11 MM ti� STORM DRAINAGE PROFILESMC2.5 E9 r� O N N O O T u rr�1 1�1 N N O O O 00 T To 7 R-406711 NPDES PERMIT# WAR306639 n CID 0 LU h I I ir I I I I FG: 21 y41 T' FG 21.98�� d 4 D-% 4 of a 1 FG: 2214 FG: 21 98 C FG122.14 4 SOY] 4 F :2Z159 o CURB RAMP e 8,3% C1.2 4 F .6� FG'. 22 14 FG 21.98� d - df Fa a i FG 21.98J FQ'2214. BUILDING FG: 22.04 FF=22.70' 4 FG: 22.25 FG: 22.55 106 a 4 n ADA ENLARGEMENT 1 SCALE: 1" = 10' N 0 GRAPHIC SCALE 0 5 10 20 � FG 1.89 / a FG: 22.25 FG: 22.55 1.56A el 4 d _d NQ a 4 4 ---- d� 4 4 <. 4 4 4 4 4 oj6 d- 1 4a a 4 d4 4 Q 4 Q _ 4 d -° \ a DOOR: 22. o 4 1 FG 2116 O d \ 44 1 �t I e 4 4 4 4 GRADE 1 BREAK \ LP: 20.53 LP: d 1 BUILDING G. .32' : 1 ' 4 '�% a d III d 1 FF=22.70° 4 4 44 d r I 4 \ d 4\. 4 \ ` d n �,, y \ DOOR: 22.70 �FG:21,56 i d 4 °ice%-�� v A _1�----.r3 da 4 a./ , �°�O FG: 21.16 o �. 4 4 1 ° 1 _ 4 e 4 Ip 4 � °4- 4° p- 11 4 4 vv 4 d c I \ - 4 1 I \ •• - < a \ \ FG 27 6� a 01T OO1i SS:Q 4 d- 4 .4 1 a.4 1 OJ - e e FG: 21.89� 1.5°O/a.. a d I a. FG: 21.58 L il 1.5% FG: 22.25 FC:/22 55 - a 4 /..da / DOOR:22.76 _ .IAN ENTRANCE ENLARGEMENT FG: 22.25 RC 22.55 1 5 / DOOR 2270�hF-_ - / / TC: 2.8 y n / TA: 21.9898 4 {C: 22.51 4 + - 2 4A 22.Q1 ° j TC 22455 ^zcvs Tr. i 99 5 d jla. 22.55 1�_r FG: 21.79 ".I FG: 22.6<. FG: 21.64 0.5% I 1 / I FG: 22.08 / / I 21.45 1.4% //FG: FIG 22.08 FG: 21.26 p I FG: 22.69 1.4% 4.2% FG: 22.08 SERVICE RECEPTION ENTRANCE Q RECORD NOTE 12103/2020 SUMMONSOME, WRINAL.IIIV F ® THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ERS WHILE THIN PTI INFORMATIONINFORMATION S BELIEVED TO wMLMNO�Ntl W/s"ISUBMITT? � �TT+O+ BE RELIABLE. AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR ML DT1 NTON A OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IWO THIS DOCUMENT AS ^r.l�l 1V ASSAULT. THOSE RELYING ON THIS RECORD DOCUMENTARE ADVISED TO OBTAIN INDEPENDENT VERIFILAnON OF IM ACCURACYDEFOREAPRYING IT ML DATUM Know what's below. FOR ANY PURPOSE. mm SKMMMIC, Planning/Building/Public Works Dept. (! Call before VOU dill. NO. REVISION BY DATE APPR 'SSMS"Ay 15' TRANSITION BUILDING FF=22.70' 7U!'�✓ T A C O M A • S E A T T L E iee5a SPOKANE • TRI-CITIES ass oretl 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.333.2572 FAX wew.ahbl.wm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 GRADING DETAILS C2.6 IS', N N 0 0 U LO 0 rM CD O 00 Q J N N 0 0 0 00 r,■ •• R-406712 PERMIT# II I 15 PROPOSED Fil JISHED GRADE 30" MIN HEIGHT LANDSCAPE BERM ` 4. r EXISTII IG GRADE EXISTING GRAD ELEVATIIOK PROPOSED FINISHED GRADE 0 M j N O V N N 0+50 SECTION A 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 30 25 20 15 EXISTING GRADE 25 20 LEVATION 15 PROPOSED FII IISHED GRADE 87:1 81:1 EXTRUDE CURB --- EXISTING GRADE — — — — — — — — — — — — — iTf \ BI RETENTION CELL EXISTING GRADE ELEVATION PROPOSED FINISHED GRADE E EVATION W N m N N N m W 0+50 SECTION D 1+00 EXTRUDED PROPOSED FINISHED CURB GRADE 25 25 I I 20 -- 20 EXISTING PROPOSED GRADE FINISHED ELEVATION GRADE 15 ELEVATION 15 0+50 SECTION B 2 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 30 30 25 25 20 20 15 15 20 18 I PROPOSED FINISHED GRADE EXISTING GRADE / EXISTING I PROPOSED GRADE I FINISHED ELEVATION GRADE ELEVATION 20 18 SECTION C 3 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL PROPOSED FINISHED PROPERTY LINE GRADE 2 7:128899:1®88:1 EXTRUDED J. CURB > EXISTING GRADE �' ------ __ __ 37:1 BIORETENTION CELL — EXISTING GRADE ELEVATION PROPOSED FINISHED GRADE EL EVATION aG � ac of ri N r r 0+50 1+00 SECTION E 5 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 30 25 20 15 C2.7 KEY MAP — PROPERTY I INE PROPERTY LINE PROPO ED FINISHED GRADE TSECTION LINE r EXTRUDED CURB EXISTING GR DE AT SECTION LINE — — — — — — — — — — — BIORETENTION CELL EXISTING GRA E ELEVATION AT SECTION LINE PROPOSED FINISHED GRADE E ATION AT SECTION LINE n m Inm a m o no ^N goo n qro r mo r 0o r no r goo n no n Mo n Ins a m ry� m� am mM �a ^N rnBE N T W n n' N m N O N O N O N N O N O N N N N ^ N N O r O OO Q OO 01 T O) y LO 6 I cm ^ N N N N N N N N N N N N N N N N IN N N N N N N SECTION F 7 SCALE: 1'=20' HORIZONTA 25 20 15 PROPERTY LINE FINISHED FLOOR = 22.70' PROPERTY LINE _ PROPOS ED FINISHED GRADE TSECTION LINE __--�� — — — — — — — — — — — — — — — — --------- EXISTING GRADE At SECTION LINE EXISTING GRADE ELEVATION AT SECTION LINE PROPOSED FINISHED GRADE ELEVATION AT SECTION LINE M N W (O j V m (O m V O n O U) O ^ O tp O O O N O N N M N m N n W N m T n OO n n n N N n N 0 lV O N N O N ^ ^ ry N ^ ^ ry ^ ry O �I r O r W ^ N ^ N N N N N N N N N N N N N SECTION G Know what's below. Call before you dia. NO 12/03/2020 IIE BEEN I9. "ILE THIS INFORMPTION IS BELIEVED TO 'ONSIBLE FOR ITS ACCURACY, OR ERROR OR EEN INCORPORATED INTO THIS DOCUMENT A: THIS RECORD DOCUMENT ME ADVISED TO MOH OF IT ACCURACY BEFORE ALYING IT REVISION 'Sly HAD w'"' CITY OF ', PENTON �� DATUM �.ccau.n� Planning/Building/Public Works Dept. 30 25 20 5 �cxEAy O ©O O zs T A C O M A • S E A T T L E SPOKANE • TRI-CITIES 20 aa970NA4 �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 psX2y/zp17 253.383.2422 TEL 253.383.2572 Em wwwahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS 15 WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 SITE CROSS -SECTIONS 7/29/2019 M� ,2.7 13 ff. „ r� O N N O O T u NE) t] co O O O 00 Q J N CD O 0 00 T R-406713 PERMIT# to O O V O 1 0 LIJ H DocuSign Envelope ID: 6EECF5B6"602A-4E4A-B436-A317AA638878 PLANTING BEOSLUNDISTURBED VEGETATION, SEE NOTE 1 UNDISTURBED NATIVE VEGETATION .. _ - 0" UNDISTURBED NATIVE SOIL r" ARSDRIST WOOD CHIP MULCH. SEE STD. PLAN 282.BD 3. OF COMPOST INCORPORATED INTO T OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF 6') SUBSOIL SCARRED 4' BELOW COMPOST MENDED LAYER (It' BELOW SOIL SURFACE) 3--4" APHORIST WOOD CHIP MULCH. SEE STD. PLAN 262 60 W IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED V BELOW IMPORTED TOPSOILMIX UNDISTURBED TURF (LAWN) AREAS, SEE NOTE 1 OPTION 1 - NO DISTURBANCE PLANTING BEDS 12' TURF (LAWN)AREAS GRASS: SEED OR SOD UNDISTURBED NATIVE SOIL GRASS: SEED OR SOD I.TS' OF COMPOST INCORPORATED IWO esr OF SITE SOIL (TOTAL AMENDED DEPTH OF H V, FOR A SETTLED DEPTH OF W) SUBSOIL SCARIFIED 4*BELOW COMPOST AMENDED LAYER (Ir BELOW SOIL SURFACE) OPTIONS 293, AND 4. AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TUBE pExwN) AREAS GRASS: SEED OR SOD NOTES2 1 AREAS OF NO OISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS 6• IMPORTED iO ACTED X GENERAL NOTES: MP PIN) ]EPDI) I TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. FILAR 262.80. I BELOW MO BELOW IMPORTED D COMPACTION OF TOPSOIL (WHERE REOUIREM TOPSOIL MIX TO BE T095%OF STANDARD PROCTOR. 4, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS OPTION 5 - IMPORTED TOPSOIL STD. PLAN - 264.00 PUBLIC WORKS APPR D- DEPARTMENT SOIL AMENDMENT SECTIONS C,AZ 9/28/2018 1 DATE SOIL AMENDMENT SECTIONS O Know what's below. Cal before you SITE SPECIFIC DATA PROMLF M/MffiR 26.54 PROJEAF MW &SKER AUTO DEALERS6P PRDMCr [OGRON RARa{ WA SmLCT(ba ro BeEflWNI ASOMSE0 AxW 91YD (a) now &VSv (as) 0,2630 BeASAW No. AYAVARE (fr) VA REAR Bmus REQUIEM (cis) - F ARPVGBE 1.31 PoK MIA LE Wo954 ABATER @MEr PIP£ MIME CASE WI(£I PER CREE 12' AMENARkR1 AWF4NNIMW g5CH44DE RN SLE IBM' SIMFACELW PEDESMWW PEDESTRIAN PEOESRMY FPAK @ aMR AW" "I .PA'r I6" NM' NETL440YEp1 KKwa ter) F.IJ MTAMXEaI DEAERY METroD PER A;Y/MA6T omI sw (DR. MATES) 026I- ffiv S /A'eMNI MAIL FAR pN5/MICIKW. INSTALLATION NOTES 1. CaRI m WADC ALL L19MR, EL(MP.IADI NIIFRM S AND 000917/ALS RLWdXD m OFFEW AND WALL RF SYSTEM AND AP➢LRid4HCE6 N ACIXA htf KID M MINOR AN) W IAMAAAC11/RERS TPECIFIG1RCh5, [MISS LN@RRSE SAIR A mumf;CILNERS GOVIICI. 2 RISC PUTTS A11AXION 6" LLY£L BLS. IST MACRMN MCLAWENAS A YAVIVW 6" LEYD MLY; 945E UA6ESS SMCMED BY THE PRAMCT AYAKER. CANRACmR 5 RESPCNSWE m rfRMY P,PokcT fNGA4&3 RECOWIEIIIXD 94SE SPEGRgRONS. J. Au PFET Mrsr az nOvl MM MnwE suaFACE a cavcx2 (PEES CIIADI ARRULE ftYLNO RUSH). AM14Rr 0.` Lamar Prof uDsr 9E RUSI MM LxiTiNM;f auMLER nn9R. Au ceps AROUND /IRS SWLL B£ SEY£D W1RR Tar/A ICON-sSR CALUI PER MWLFACRMERs SANawo CAVNECTLNTCH DE/A6. ANDD SHA(L LOAS AROR So rcaaAL PIP£ C AUF N RME CON A. FEEMALTOR m suvPLr A� 6inou Au EXTERNAL mmEcmvc FEES 5. LAYMAba RESPOMSIa'E FOR RIGM ION OF ALL L ARRS AAMMM7UNCYs. aw CH SIMs. caSAVACR AM cMXL/ ALL ED OMAs aw He n BE m (RICH ATONED SURFACE UAYE85 NTS MTH 4WARSE 9 ORF CR SFpAY dNpG9AM' AROUSED LN ALL MV5 IITRI IELS(AMIM 1. CON/R1 ON R£sPaAMR'E fOR CLNfACRAt MlpUL44 MMNDS fAP ACTNIRAV a"" MAWfACmRESWAVeDo YIs RAND MTM OUF PMAL AMA" S A MCDIILN MENAMS REPRESMRR4' GENERAL NOTES 2 AN DIMENLRER m PRONDE ALL ANr£RLALS WkEff L ACUES RE SA 1. ALL NANSIo.YS DEYANONS 6RECFMArpM AMJ CNAGTEs ARE SIABECI To PLEA CHANGE ALCERM ARa LEA EPEATx D.uRApS' rcrapwc EMcr auENsays xearrs ASS0.flII' SE COMAC/ ARNUFACNRF. 1 MODULAR WETLAND ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. W PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. 6" PVC SDR 35 TIP. FINISHED GRADE - COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS AND NOTCH FOOTINGS TO ACCOMMODATE ROOF DRAINS. SURFACE SEAL: NATIVE SOIL OR — OTHER LOW PERMEABILITY MATERIAL. 4" PERFORATED RIGID DRAIN PIPE REQUIRED AT LANDSCAPE AREAS (SURROUND WITH V ROCK) 2" (MIN.) — PLAN VIEW - - - - - - - — -- ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: RK DESI9N AWN G191GRY Of RIE F£lK CAWEYAM1I() Ar R IO O SMILL Np AMR6N0 9Y Tf ENGINEER LY R£CAPo. MY(5) At PEW ROW WK( aE AffACITE9 ID LTSURE An wsMEw DAc CAPACITY USED. rcAxx AND WLMV AV "HIM;"HIM;AK fM AVENUE 0.YLY. 2- a 4a a 4 d e LEFT ENO VIEW nr . ra Bio Clean C HEAD (f) J5 'NEVI axomD SIT (6PMM/V) 2.o STORMWATER B/OFILTRAT/ON SYSTEM STANDARD DETAIL UNLESS OTHERWISE NOTED ON PLANS 00000000000 0000 O�Op0�0�0�0 0000 00000000000 INLETIOUT PLLPIPE O O O O O 0000000000000000 FOOTING 6- BELOW PLAN GRADE AT DOCKS. J REFER TO STRUCTURAL. �$0 EXISTING AND/OR��� p�Ll PIPE PROPOSED GROUNDO 0 J� i FO0 — no no 00 O Oe. l 12" MIN. DEPTH (12"0 PIPE) 1 4" MIN. FACE 18" MIN DEPTH (15'-i6"0 PIPE) QUARRY ROCK 24" MIN. (24•-36"0 PIPE) SECTION I BUILDING FOUNDATION SEE :45 AP CONNECTTO 0.5% STRUCTURAL DETAILS DETENTION SYSTEM MIN. PROVIDE FITTINGS AS REQUIRED NOTES: DO NOT TIE ROOF DOWNSPOUTS TO FOOTING DRAIN. SURFACE SEAL TO CONSIST OF 12" OF LESS PERMEABLE, SUITABLE SOIL SLOPE AWAY FROM BUILDING. ROOF DOWNSPOUT AND FOOTING DRAIN .1,16wmw11 r :MoINS e DATUM SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BEOLIEVED TO BE RELIABLE. ANBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IWO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FORANYPURPOSE KI ML ML SHAKEN SK vzm ROLE "`01 y N0. REVISION BY DATE APPR �•R CITY OF ' RENTON Planning/Building/Public Works Dept. INLETMOUTFALL PROTECTION 4 NOT TO SCALE mmmm T A C O M A " S E A T T L E �oA, aRi�s® S PO KAN E • TRI-CITIES �aD10NA4 �1G1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 p6//y/spat 253.383.2422 TEL 253.383.2572 FM InAvahhl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS RI MINS AHBL JOB #2180100.11 MEMOIR Ilk STORM NOTES AND DETAILS RED1? S. N n O N N C O T L� N) O (`) O O O 00 Q J N N O O O ao T 7 R-406714 PERMIT# DocuSign Envelope to: 6EECFSB6.602A4E4A-8436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET, ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE DRIFT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPUGMT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTOH HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANTS CONTRACTOR. 2 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. s ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY O RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM). RENTON MUNICIPAL CODE (RMCJ, AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION UPWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APRICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT W ADDITIONAL COST TO IHE CITY APPROVAL O THE ROAD. GRADING, PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E. G. WATER. SEWER. GAS, ELECTRICAL ETC) PLANS FOR STRUCTURES SUCH AS BRIDGES VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY I HE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND SIU A - THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AMID TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APF UCANT SHALL RECORD ON THE ASBUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PUNS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7 VERTICAL DATUM SHALL BE NAMED BB AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE. NORTH). UNLESS OTHERWISE APPROVED BY THE CITY, REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS B ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03 3(14)D- COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH SACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM DRY DENSITY 9 10, ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES. CATCH BASINS. OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED, 11. ALL FLOW CONTROL FACILITIES SHALL SHE INSTALLED AND IN OPERATION PRIOR TO. OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERW IS_ APPROVED BY THE CITY 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING O THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REOUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED W A UNIFORMLY DENSE. UNYIELDING BASE. ALL PIPE SEWING AND BACKFILL SWILL BE AS SHOWN ON THE CITY STANDARD PLAN 22D.Do =.TO. AND 22D.20. 13. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL SE FITTED WITH DUCTILE IRON. BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 2W.10.2W20,2043D.AND20IN STRUCTURESSHALLHAVE. • RECTAAIGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBIGUTTER LINE • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CRY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4_1 EASEMENT WIDTHS AND BUILDING SETBACKS LANES OF THE RENTON SWDM UNLESS OTHIR WISI NORD. DRAWING R NOTM SOU 1") STD. PLAN - 267.00 PUBLIC WORKS DEPARTMENT SURFACE STANDARD PLAN NOTES (1 O 2) 0 GAZ 9/28/2018 I DATE RFACE WATER STANDARD PLAN N O Know what's below. CBII before you DocuSign Envelope to: 6EECF586-602A4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 15 A USING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE DRIFT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES M ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REOUIRED, SHALL BE O SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH O ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4.8 INCH ROCK I40-70%PAWING: • 2- 41NCH ROCK 130.40%PASSING; AND • LEW THAN 21NCH ROCK 110-20%PASSING . 19, FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO OLSITE BMPS 20 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22. ALL NEWLYJNSTALLEO AND NEWLY-REHABILITATED(PUBULAND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCN ACCORDING TO THE CITY STANDARD PLAN M6.W CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDIOR PAVEMENT 23. ALL STORM SYSTEMS AND AND N THE PRESENCE OF TESTED MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7A4 3(1) OF THE MOOT STANDARD SPECIFICATIONS CITY STOL9M DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PUN 264,00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANCHOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOE$ NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED NGNT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW $HALL REQUIRE A TRAFFIC CONTROL PLAN ARPROVEO BY THE CITY ALL SECTIONS OF THE WSDOT STM DARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27. PROJECTS LOCATEDWITHIN THE CITYSAGURFER PROTECTION AREA(ARA) SHALL COMPLY WITHSPECU. REQUIREMENT IS OF THE RENTON SWOM AND AQUIFER PROTECTION REGULATIONS (RMC 4-MM). 28. 29. DO, MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TOTABLE 42.TA2 OF THE RENTON SWOM. 31 UNLESS OTXEIAME NOTED, OMWING B NOTED SOME [WSJ STD. PLAN - 267.10 . WORKSPUBLIC SURFACE WATER NOTES (2 OF 2) PLAN DEPARTMENT PPG D. GAZ 9/28/2018 I DATE �9E HE MDINPART, NOT RESPONSIBLE WHILE THIS FORIT ACCURACY IOREZVOEDTO ML BE RELIABLE PICH IS NOT HAVE BEEN INCOFOR ITS ACCURACY, OR ERROR OR OMISSIONS WNICX MAY RAVE BEEN INCORPORATED O ENTTXIS DOCUMENTUSEDTO S A RESULT THOSE RELYING ON THIS RECOR000LVMENi PREAOVIBED TO ML OBTAIN INDEPENDENT VERIFICATION OF RBALCURALV BEFOREAFPLYING IT FOR ANY PURPOSE N0. REVISION BY DATE APPR 400 w% CITY OF UR) 4 RENTON DATUM Planning/Building/Public Works Dept. :45 Al RflEAp�y, >�qT. AT IMepy�B� . T A C O M A • S E A T T L E �oa, aA�NaBm,® SPOKANE • TRI-CITIES aaNIONAGt 2215 North 30th Street, Suite 300 Tacoma, WA 98403 0F/Ja/102J 253.383.2422 TEL 253.383.2572 FM w Lah81.EDm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 STORM NOTES AND DETAILS C2.9 7 n O N N O T U N (V O C) O 00 T To 7 R-406715 PERMIT# O Know what's below. CBII before you DocuSign Envelope ID: 6EECF586-602A4E4A-8436-A317AA638878 FRONT SIDE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW TROD OR TUBING, VARIABLE LENGTH NOTES: MAXIMUM OPENING OF GATE 00 LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURERS RECOMMENDATIONS 1. SHEAR DATE SHALL BE ALUMINUM ALLOY PER ASTM B-2 ZG-322 OR CAST IRON ASTM A4a CLASS See AS REQUIRED. 2. GATE SHALL BE 81NCH OIA UNLESS OTHERWISE SPECIFIED. R GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGEL WELDING, OR OTHER SECURE MEANS. a. LIFT RODAS SPECIFED BY MIFF. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5 GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB. OR SOME OTHER DEVICE. 6 NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE "NOE 1 MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT, 8. FLANGE MOUNTING BOLTS SHALL BE 3W DIA. STAINLESS STEEL. 9 ALTERNATE CLEANOUVSHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE. PROVIDED THEY MEET THE MATERIAL SPECI FICATIONS ABOVE AND HAVE A SIX BOLT, 10 18- BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION STD. PLAN - 237.30 PUBLIC WORKS TEE SECTION SHEAR GATE D. LO DEPARTMENT G� 9/28/2018 1 Worm.••µ pA� TEE SECTION SHEAR GATE �9UBMIRm, IN PPRT, BY OTXER9. WHILE TXI9INFORMPTION IS RELI RO[R (O ML BE RELIABLE P11BL IS HOT RESPONSIBLE FOR Ii5 ACCURACY, OR ERROR OR OMISSIONS WHICX MAY HAVE BEEN INCORPOMTEOIMO TXIS OOCUMEMPS AREBULT. THOSE RELYI NG ON THIS RECORD DOCUMENT PRE ADVISED TO ML OBTAIN INDEPENDENT VERIFICATION OF RBALCURALV BEFOREAFFLYING IT FOR ANY PURPOSE N0. REVISION BY DATE APPR R"EC01 y RflEAN :45 AI >�'A6BT 3Aaey�B� T A C O M A - S E A T T L E SPOKANE • TRI-CITIES aa%NA1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 pF�Jy/zpZJ 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS °M w% CITY OF UR) 4 RENTON DATUM Planning/Building/Public Works Dept. WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 STORM NOTES AND DETAILS C2.10 7 n O N N O O T L] Ln C) (`) O O O 00 Q J N N O O 0 00 T �■ al R-406716 I PERMIT# Z it y 4 D O 0 GRAPHICSCALE I) 2 LU 0 I) a $ 15 I— UVI 1"=30FEET — —P J11 S=R _----G--r--G-- GAG---_ 0+06 STA'0+17'42 REMOVE EXISTING — G— BEGIN FRONTAGE IMPR EMENTS 1+00 SIDEWALK 2. SAWCUT LIMITS -----==JN—t-=(TP)W—_— _W— OVERHEAD POWER - USE CAUTION EXISTING OVERHEAD POWER IS HIGH VOLTAGE TRANSMISSION LINE RELOCATE VAULT OUTSIDE OF SIDEWALK FM III G---__G-----G --/ EAST VIRO4 nn PROTECT EXIST— + I-- 'll CURB AND GUTTER —W---- ----f END FRONTAGE IMPROVEMENTS -P P ❑ �S—_--_ — / F—--D 4+00 PROTECT STORM DRAIN r1 ---W—_—_ PROTECT STORM DRAIN RELOCATE HYDRANT I -- — --------_—_— -- �� ---- _— 4P I � _--- ----------QP 1JP TO PLANTER STRIP ) I RELOCATE SIGN RELOCATE GAS — _ — _� PROTECT I I TO PLANTER STRIP OUTSIDE OF SIDEWALK ----_--- I I RELOCATE FIRE HYDRANT TRANSMISSION POLE I TO PLANTER STRIPS I I I F-----__-- —_--_— �C--- 4 ` N✓/ �`j ®Q I FUTURE PAVING )) F J FUTURE SIDEWALK \�X � PROTECT LIMITS I ) ) I I LIMITS � TRANSMISSION POLE li I 1 REMOVE WATER METER AND I DEMOLITION PLAN SERVICE LINE. REMOVAL TO BE PREFORMED BY CITY FORCES z I— — f — D STA:3+23.43, ) I+ a GRAPHIC SCALE �) £ 3 STA:3+21.31, 23.25' 1 VRT / 0 15 30 60 I h — — STA:3+13.51.24.3 RT \_ —p � y STA:3+11.21, 25.11 R5.11'RT / D R21 1" - 30 FEET / /� O ��, STA:3+04,19, 26,35'RT S��5'g�yg _ _ � - — ��{ PROVIDE PAVEMENT PATCH T a E " PER CITYOF RENTON STD. PLAN 110 III ("l—D— — —p--i— — _--: STA:O+17 42 ~ _ G c 1 G — — — O+Od PROVIDE FLUSH 2 BEGIN FRONTAGE IMPROVEMENTS 1+00 ` �___;_ CURB AND GUTTER C5.2 +00 3 PROVIDE CURB —�-- 5.2 RAMP PROVIDE CURB RAMP Ci2 — -- ——W----- PROTECT TRANSMISSION POLE RELOCATE HYDRANT ELOCATE—SIT TO PLANTER STRIP I TO PLANTER STRIP I I I RAISE VAULT TO I I FINISHED GRADE I I I I PROVIDE CONCRETE 2 PROPOSED PARKING AREA DRIVEWAY C5.3 / \ OF SIDEWARELOCATE GKSOUTSIDE IMPROVEMENTS PLAN RELOCATE VAULT OUTSIDE OF SIDEWALK —W--)K--W_—_ R25' PROVIDE STREET LIGHTS PER PLAN. SEE SHEETS STA:3+31.19, 24.33'RT IL-01, 02, 03, AND PC-01 FOR MORE INFORMATION $TA:3+33.fi3. 25.13'RT R25' STA:3+41.38, 26.36'RT RELOCATE HYDRANT TO PLANTER STRIP STA:4+75.47 END FRONTAGE IMPROVEMENTS PROVIDE PAVEMENT PATCH PER CITY OF RENTON STD. PLAN 110 ----P-----P— Know what's below. Call before you 9 25' DEMOLITION NOTES 1. CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN. THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION. 2. CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGE ALONG EAST VALLEY ROAD. 3. CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED IN FRONTAGE ALONG EAST VALLEY ROAD. DEMOLITION LEGEND PROPERTY BOUNDARY ROAD CENTERLINE — RIGHT OF WAY BOUNDARY — — — — FUTURE ONSITE IMPROVEMENTS ------- SIDEWALK EXISTING TREE EXISTING POWER — — P — — EXISTING UTILITY POWER POLE o EXISTING GAS LINE — — G — EXISTING COMMUNICATION LINE — — T — — EXISTING WATER LINE - EXISTING SEWER LINE FRONTAGE IMPROVEMENT NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES SHOWN. 3. CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSH WITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES. 4. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY OF RENTON CONSTRUCTION STANDARDS. EAS VALLEI�ROA G — — °— 4+00 FRONTAGE IMPROVEMENT LEGEND 5+00 / 2 1 PROVIDEFLUSH — -- PROPERTY BOUNDARY _ 05.2 CBAND GUTTER ROAD CENTERLINE CR.. RIGHT OF WAY BOUNDARY — — — — _ t4 _ -3 ti 5' ASPHALT PAVING ePROVIDE I�f PROPOSED SIDEWALK C5.3 CONCRETE DRIVEWAY EXISTING SIDEWALK PROVIDE I EXISTINGTREE 61311 EWALK I / I EXISTING GAS LINE— �----- 1 EXISTING COMMUNITCATION LINE .( PROVIDE 325'SIDEWALK WIDENING EXISTING WATER LINE PROTECT TRANSMISSION POLE EXISTING SEWER LINE --S-- T A C O M A - S E A T T L E EXISTING OVERHEAD POWER — — OP -- A �Sr�RN® ,�B S P O K A N E - T R I- C I T I E S ss2oxA1. �1G1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS .1116wmw11 16 ,�, ,� ME�NIMIaIM DATUM SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BEOLIEVED TO BE RELIABLE. AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT PS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FORANV PVRPOBE BF ML DMI ML LH:��Bt S-K �� U"EC01OMXY N0. REVISION BY DATE APPR Mwa•R CITY OF ' PENTON Planning/Building/Public Works Dept. WALKER MAZDA DEALERSHIP 7/29/2019 AS-BUILTS INI MINE AHBL JOB #2180100.11 B 11`k PUBLIC FRONTAGE IMPROVEMENT PLAN MC5.1 RE27 ff. R-406717 O N N O O T A L1! L] co O O O 00 Q J N N O O O 00 T To al r� 0 LU F— IT RAISED EDGE DETAIL 1-p p HJ( LEVEL 1? E%IENO SIpEWKKTRANBVERSE 1'-P T-P 11ypNlp JO SOTE03INCLUDE RASED EDGE TYPICAL WHERE ILLER Rw CURB �_Dx e•i• 1 1 1?QNI R_R19.1 FOR CURB DETAILS b SEE BOB RIN 101 n 1•tIN)R. •r•a.r ..eG'N Y ry SING RPVXVAV • (N' . •gA' �.:.. _ T lei• e•:. CRIISNEO ROCK S/5 WE RNBEO I(� _ 1'—p BIOEWRK DETAIL —THIS UNDER CRUSHED SURFACING COURSE (CSTER ALLCUT PROCTOR MIN. D EDGE( DMPAC(UNLESS i0IRE MODIFIED PROCTOR tre'I R WITH RAISED EDGE ENGINEER) TYPICLNDERAJOBY Iry) pyp) GUTTER & TYPICALUNDERULCVRB, CURB GOITER TO EITT UNDER EE ao% 1 15% FOR CUM DEFAYB CURB SGUTTER TO BEPnINM1EB8IXi N CIA — p SEESTDFWIIM MATCH EXISTING ROADWAY CRUSHED ROCK aNFj,T{fF •••1-••�• v. .'... _.". T ALL CURBIA GUTTERT GRFAIERRYP. FOR 1 FINISHED GRADE I.ON)BELOW Y-P ( TW OF CONCRETE BIIpFACE ADJACENT TO CURB MIN. t'-P 1'-P Rw DING IBE ON) R(IW) 2016 .1 1,5% FORCURIDEFNIB SEE STO PLAN 101 pN BRIDGE OR PEDESTRIAN �{yq, � _ •• •n v. .. .n.. n'..r•,-. '• "LING FOR CURB DETAILS ADJACENTTOCURB &9RRIER-SEE MOM" SEESTOPL lM1 (STEEP FILL SLOPES) CONTRACT PLANS �LVALL OR BARRIER ( IWONIR.ISYR) / FLUSH / I R�wAll( 5% 14EI MR VERTICAL WALL- Iyl,.�lti•....- //y•': ✓•Y SEE DETAIL ' dV'•a-- ': �• W(N)PREMGSEII W� XINFFMLER ADJACENT TO CURB AND RAILING OR WALL PRB OLOEo JOINT FlLLER FOR TREATMENT BIDEWAIIL auFFEasTNP SIDEWALKADJACEM TO WALL DETAIL SIDEWIMI IEEE NOTE Its SECTIONS 1 1-I)TOR Lsx FqL wRe DETAu • 1.5%MVL 8EE 8TD %AN tpl • •—" —J Y SROOMEO FINISH ORANTCX WSTING . d 4- WIDE SMOOTH 5 © TROWELED PENMETER FlNISNEDGRACE 1'R PBELON -FLUHIF PA fE SURFACE FORPLAMINO-FLIISII IFPAYEO 00 Id'��5 ,IyT OCURBAcopen�SHOW ADJACENT TO BUFFER STRIP ($✓ ,y FOR CUM GERALD SHIDwNI FOR CURB EETA 1 y S,d '- SEE s.o PLAn tm A CURB RAMP WIDTH 4' - P' MIN. WANTING MATCH CURB RAMP LANDING WIDTH - SEE E CONTRACT PLANS / z yr Tow 1.DFou bat of Me sidewalk Width shall / © - / CURB RAMP / GRADE BREAK cONTRAcnoN Japr M betheminimum Ipd) un IN SIDEWALK ONLY T(-}.�'•'• SIDEWALK -SEE NOT andOSSIDIa mute atru hem Of vedlLxl %. 4x Ap and M1Orizontal obsWdans Gratings, A • ••. R = - - - - -1 Access COvem, Jun WO Beltes. \ FUUVDFPTH EGRANSION JCNNT INBOTN appu manse Pull Be eM P(her Vauft,S cuRa ANO SDEWALKISEF SN eIAM NLN _ _ _J 2,-D° a UStbrr UuMW RNnma.v,AI lk oF� vp C! CONTRACTION JOINT :' SEE CONTRACT PLANS- MIN SEE CONTRACT muss be noon wan surface, and malts -¢y 4'-O'1MIN. * PLANS -4'-0"MIN. grade Of the $Mewalk. JOINT AND FINISH ` DETAIL r ♦ '*• 3M" EXPANSION BUFFER WIDTH - MATCH 2. Monolithic Cement Conant new and JOINT (TYR) - SEE TO CURB RAMP DEPTH Sidewalk Is not permuted In new For other referenced NOTES see • M" 0 4� STANDARD PLAN F-00.10 (TYP ) comtruRlon. When rereplacement Work y, q STD PLAN 104.2. N. encrete curt MOlmlllr Cement N, n Concrete Curb bulb PRFAIGLI]E Per W5p0T ,IgHT FlLIBR Standanl Plan F-30.I00a. Paved LANsurfaces02 must comply with E FULL -DEPTH PRESENT,TION TO SIDEWALK B FFER, OR TO BACK OF CURB (TYP.) F 'I V 3 Concreterobe4110OFSL STD PLAN 102.1 as applicable. SEE CONTRACT PLANS ,I e, EXPANSIONJOINT W -00 STD. PLAN _ IO2 CURB, OR CURB CEMENT CONCRETE • PUBLIC WORKS CEMENT CONCRETEGT1PEDESTRIAN CURB - DEPARTMENT SIDEWALK FPR� ED_ 10 7 AND EUNOTE B SEE NOTE A DETECTABLE WARNING SURFACE ' FACE OF CURB SEE STANDARD PLAN F-d5.10 CEMENT CONCRETE SIDEWALK DEPRESSED CURB AND GU ER 1 NOT TO SCALE CROSSWALK -- j O CONTRACTION JOINT (TYPI - SEE STANDARD PLAN F.M.10 F� CEMENT CONCRETE FOR CURB RAMP LENGTHS GREATER THAN T - 0" PROVIDE PEDESTRIAN CURB - CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC, PLAN VIEW SEE NOTE TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE ^ — — — — — — — — — — — — — - DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F46.10 SEE STANDARD PLAN F46.10 4' - 0" MIN. 16 - 0" MA%. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - IISEE STANDARD PLANF-30.10 * GRADE BREAK 5.0%MAX. 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 TOP OF ROADWAY CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 LANDING CURB RAMP a P ? F SEE STANDARD P AND GUO-I10.12 - 1 SEE STANDARD PLAN F-10.12 CURB RADIUS DETAIL O SECTION OA CHAMP DETAIL J NOT TO SCALE RECORDNOTEA VE BEEN WHIPEAKIEUEASED12/03/2020 BE ON INVUKMAI ON Be BMA'", MITTED, IN RELIABLE. I. BY NOT RESPONSIBLE FOR 9TSACCPTICN IS OR ERROR N �ML BE RELIABLE P CH IS NOT HAVE BEEN INCORPORATED ITS ACCURACY, OR ERROR OR A OMISSIONS WWCH THOSE RELYING ON THIS RECORD DOCUMENT ENT THISME DOCUMENT TOS ARAIN IN EPENDE TVERS c THISR or ACCURACY APPLYING k. OBTAIN INDEPENDENT VERIFIUTION OF RSALCVPALV BEFOREAFFLYING IT ML DATUM Knowwhat'6`QIOW. FORANVPVRPOSE LRca@ SK VICTONEMON Call before VOU dIQ. NO. REVISION BY DATE APPR MISS "`01°Nw' EXISTING ASPHALT. 2.0' MIN. PAVEMENT (SEE NOTE 2) SAWCUT� (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (GO ACP Close B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 1 RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Close B) (SEE NOTE 1), OVER 61' CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS I. CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL CURB AND GUTTER REPLACEMENT PERMIT# NEW CURB & GUTTER A. =I* / �!G/ABC✓ TACO MA • S EATTL E �oa, aSlum � S PO KAN E • TRI-CITIES �%ONA6 a 2215 North 30th Street, Suite 300 Tacoma, WA 98403 06/m/zahl 253.383.2422 TEL 253.383.2572 FM wNw.ahbl.com WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF WALKER MAZDA DEALERSHIP LC52!0 % AS-BUI LTS ' RENTON AHBL JOB #2160100.11 Planning/Building/Public Works Dept. CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS r� Co N N Co T u U7) CD M O CD CID 00 Q J N N O O 0 00 T R-406718 PERMIT# Ya CAN LGLTl CEMENT EXAMMENED ITIC SIxMUA - ._ WE �COMINATE CARE `T°�iNn�a SELL y, TYPE C26- ISOMETTRIC VIEW (COMNERCP, W71H BUFFER) NOTES 1 W)ynelMrawY'✓dln erteW 151M mnEMtlpMOg9 (�aM. pn102), LMYu^JY Pnh E�.YIEMNe onaPne n Rel • 15 nlvllmFn ping All W mmirg VOTI axmee So 2 6es elf plan l U Ta PICw'NEYb. 3. Cut W9 1 P6uxn, pNa aR EWpg Only be plY0. See Map. plan 101 IV wN1YF 4 Not ufM 5 Thaenpma NET dell Nl dhm'aw W IML<e MewbN eY �YImmeIFe� EV YY'%'. M abVepm.atl Ne ORAa 6 NA ue 1 1 Fw Onhowl All Was DRIVEWAY STNdVb4 see NOTE 10) The p[lWun 00%(Iee YE CHn IQ) WY M u ehwn In Ina[vna MWTM'Ik Nw. eiw+J yMInO A NEW I MI F pPFWmEviEDIimIMRG aw RgLmM1DnM. B 6kgw elmall campy nW eoCsnn WOO-2.1 o AUDIBY �pAOVMVdiDll\ M323 NIM R"HeS Draft Gudelne On Accal PANIC Mi{buap91 vrN,, Vm V }J WAS "MAO). 1 Y. C HinewemiWlm May TYREF GMAX OMewaY mq M epPmwlm e'—RECITER BALANCE 1O. STREET STANDARDS• Renton MUNtlpl OEM GWMCI TtlE IV MEkMQIMO1Npb 6NAFR 6 TRHT MS UD Ica STµ OMOS MMlmesglasN[rnAnD.wpz OEPRESSm CURB DETAIL AT R.!®RMLMLWICYOUNNg4MU 41EV1 Af DAYSTANOMDS.RaMon MINI IPMC) We _ MM.. PMm ReWelle D paN1\\Y eBNDPI� TYPE CIO CHAMO (HMFflE IuwR.uY 6M1ws .. OTYMOF pROPEPTVNG, LOADING 1eMeRMW, YE11MA41163 PARKING, l0A01N4 AND DRIVEWAY p1Aw Ir WSW NGRMIDMS M/YTIP\gMI/1 sE.Rw RHM1 .A CEMENT CONCRETE DRIVEWAY MD• PUN - I MPUz ENTRANCES - NOTES AND DETAILS ../ CEMENT CONCRETE DRIVEWAY ENTRANCE — — r WarMIN MY PI IPAICOMMIT, � r LI lr �Ame11yE allir:l / eMort� B .SIFT wrpRFIM IIVPEn 6� nq YM MW \ T. w •o HI '\ Ml 'M W�iP e(r �� Asmom O..ruvMLYI BY _ r ON UFO WM T FBI MOMS W SM PLAN 1012 ®I M. PLAN IOaA R PLIHIJc WORKS CEMENT CONCRETE DRIVEWAY UEPARTMEST C3Be�RedNC-MUAXB (WITH BUFFER)�� CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER SPECIAL POPE INNi ME EAMTOMµSVERSE PATCHES EAST MN THE AFFECTED STREET E LENGTH OF ME PATCH SHALL RE FIBBED TO INCLUDES ANY EMONG PATCH WHIM 10 MET A HE EDGE OF THE PATCH REEUIRM FOR ME NEW OSI AND DEMOCRAT PATCH ME WTHINY 10 FEET OF THE EDGE GF TIE SECOND PATCH AND OF ON UM TO A TOTAL OF 3M FEET. TRAFFIC CLOW 2' HN 2-TO 6' 6:5 win -1 2- DEPTH OF PLANING OR SAMdrt µO REMOVE OF ALI OR OF PAVEMENT ON s MIN, 1• Y 1' Y VARIES 1' I' DEEM Of EXISTING PAVEMENT MIN I HIM Nlry xlx C SAWCUT AND REMOVE 1 OR PLANE SEAL AM 2- - e' MIN. RMA (YE NOTE 2) µ-4WDw (EACH SIDE) S' CRUSHED SURFACING TOM COURSE (CSTC) 2' HMA I (SPEan 3)) PER WEVOCOMPACTION TIONSTATO RD 95 III WECDCADMs CGMPACIED i0 85R MODIFIED PROCTOR SAWCUT AFTER BACKFILL (EACH SOFT µK RUN GRAVEL FEE TRENCH BACKBLL MOM IMPROVEMENT TRENCH PS REWIRED BY SIZE OF PROPOSED VEMENT (SEE WORSTAS RED BY SIZE OF PROPOSED ORS) Ills—J PLUSN ALLOWANCE FEE µY MOVING. SNORIP ME ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET ME RWUIREMENTS OF MOUNT MAN OCT STANDARD SPECIFICATION 7-08 DRUG NOTICE MOM FOR NOTES SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR M. PLLN - 110 !J19 PUBWC WORKS FLEXIBLE PAVEMENT OR RIGID NUNS "&D ��,, ��,I +�C DEPARTMENT PAVEMENT WITH OVERLAY l614 TRANSVERSE PATCH FOR FLEXIBLE PAVING VARIES: 4,5' MIN. LINE AWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2' - 6- HMA J (SEE NOTE 2) 1' E OF PAVEMENT E 1' OF CURB & CUTTER, OR MIN, MIN, CENTER OF LANE MARKING 2" HMA (SEE MOM 2) 6' CRUSHED SURFACING TOP COURSE (CSTC) (9 03.91 PER WSDOT STANDARD Y SAWCUT AND REMOVE WECIFCATIGNS, COMPACTED TO 95% OR PLANE. SEAL WITH MODIFIED PROCTOR AR-40DOW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL 9). GRAVEL BORROW (9-03.1 PER ASCII WSOOT STANDARD SPECIFICATIONS OR NATIVE NA WRITING MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON CEOTECH REPORT COMPACTED TO WIDTH OF TRENCH AS REWIRED BY SIZE OF �. 95% MODIFIED PROCTOR, PROPOSED IMPROVEMENT (SEE WEDGE STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING IF REOUIRED BY ME WSDOT STANDARD SPECIFICATIONS NEEDED. SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B • FOR STORM AND WATER PIPE, PER STD PLAN 220,0 • FILE SANITARY SEWER, PER SM PLAN 405 TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A A'4 SIEVE AND LESS THAN 53 PASSING A p200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A AN R IRI LANE TIN NG A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION C SATIN INDEX G OF JO OR LESS THE EXISTING PAVEMENT IN THAT LANE AND FOR Mpi DISTANCE 50 CLASSIFIED, SHALL BE REMOVED AND REPLACED HMA MATCHING THE DEPTH USED IN TAIL EXISTING STREET OR ME DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL. &INDUSTRIAL ACCESS STREETS - MATERIAL AND MICKNESS SHALL BE HMA CL � PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 61. RESIDENTIAL ACCESS STREETS - HMA CL } PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS MAN 4 3. WHEN ME 'SAWCUT AFTER BACKFILL' ENCROACHES INTO AN ADJACENT LANE. CURB & GUTTER OR SHOULDER. THE AFFECTED LANE SMALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED ON REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIOEWAUK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH M. PLAN - 110.1 O PUBLIC WORKS FOR FLEXIBLE PAVEMENT L ('TIT Ilk DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1 TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT / �!G/A�C✓ TACO MA • S EATTL E �oa, aAd}�48R®� S PO KAN E • TRI-CITIES �&WrONA6 DTGt 2215 North 30th Street, Suite 300 Tacoma, WA 98403 uS/rvsgar 253.383.2422 TEL 253.383.2572 FM WWW.ahbimm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD NOTE 12/03/2020 CITY �F _ ® A ASSEDD R TI eHM.� HMM'"px1"M: Hme nano ", WALKER MAZDA DEALERSHIP 7/29/2019 SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO \ BE RELIABLE. All IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR \M ML p T! AS-BUI LTS OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT PS ^E'NTON PAGE �A RESULT THOSE RELYING ON THIS RECORD COMMENT ME ADVISED TO LwAeI[ ML AHBL JOB #2160100.11 III I, OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT �� DATUM KnowwhaYs`QIOW. FORANVPVRPOSE 6MOR@ SKwwmMW, Planning/Building/Public Works Dept. CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS SHIM: CaII before YOU d19. NO. REVISION BY DATE APPR DMR c A6E01°M\e a 20 ff. A R-406719 n O N N O O O T A m O co O O 00 Q J m 0 o � � It � INIT o_ I o it 3 1—T 2 I � I r I II I I —7 W I I II I I 01 II a 0 H—W W W r----------------------� I , FIRE H NIT I I I —T—n--_ i D O �o —T, T 111 W W W r-----------------------� I I 1 l 1 FIRE H DII:ANT 3 I _p—�0 I I I I I I 1 I e a I I � OILANATER SEPARATOR I 3 WALKER MAZDA - - DEALERSHIP I II I - I II I I I 1 7 T� I I I I I I 1 1 1 I I 1 j 3 I I I I I 1 1 1 I 1 I I I I I ; I I I I I I I I I 1 I I I - I I I 1 I I V-FIRenJDIitNL r I E I I I L FIR HVbRANT — ---w- ---------------- �— w W w I I I I I I rNO� RD NOTE AB 12/03/2020 ® DD R ION , IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO I� A�LE. ANBL IS HOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO I, EPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT Know what's below.URPOSE. Call before you dID.REVISION I UTILITY NOTES 1. ALL SEWER, WATER, STORM DRAINAGE, ,y AND GAS SHALL BE MARKED WHERE THEY wa SI I INTERSECT THE CURB WITH METAL TAGS EMBEDDED IN THE FACE. REFER TO I SECTION 3.08 OF THE CITY DEVELOPMENT GUIDELINES AND PUBLIC WORKS STANDARDS. COORDINATE WITH CITY INSPECTOR. ws 2. MAINTAIN I6"VERTICAL SEPARATION AT ALL WATER UTILITY CROSSINGS I 3. UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION. NON -WATER UTILITIES w6 PARALLEL TO EACH OTHER SHALL MAINTAIN A MINIMUM 1' HORIZONTAL SEPARATION. I wn u®mBn ML ML �� DATUM .<.B SK BY DATE APPR �•N CITY OF ' RENTON Planning/Building/Public Works Dept. PDES PERMIT# N 0 GRAPHIC SCALE 0 15 30 60 V = 30FEET 7j01N111vaR*el =1kiIC. PROPERTY BOUNDARY ROAD CENTERLINE — RIGHT OF WAY BOUNDARY — — — — SIDEWALK PAVING EXISTING TREE O EXISTING POWER — — P — — PROPOSED POWER EXISTING GAS LINE --G-- EXISTING COMMUNICATION LINE — — T — — EXISTING WATER LINE — — W— — PROPOSED WATER LINE WATER TEE — — S — — WATER BEND FIRE HYDRANT THRUST BLOCK GATE VALVE WATER METER EXISTING SEWER LINE PROPOSED SEWER LINE SEWER CLEANOUT PROPOSED STORM DRAIN PROPOSED ROOF DRAIN STORM DRAIN CLEANOUT CATCH BASIN STORM MANHOLE / A�C✓ TACO MA - S EATTL E �oa, ad}�°8B®� S PO KAN E - TRI-CITIES �%0NAL �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ps��y/zp12 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER MAZDA DEALERSHIP AS-BUILTS AHBL JOB #2180100.11 COMPOSITE UTILITY PLAN 7 0 N N O O o� T Al ILE) O M C) O O 00 J �� al S-406704 W-406708 R-406720