Loading...
HomeMy WebLinkAboutzR-3982SetHORIZONTAL AND VERTICAL CONTROL: '^ ROW CENTERLINE NEW ROW Ch RTK (GPS) OBSERVATIONS IN A HALT NE 10TH STREET EX. ROW (0 WASHINGTON STATE REFERENCE 'W � FLU H WITH EX. 1 30' 2.5' ROW DEDICATION 0 NETWORK. -RNC, JOINT DRLs EWAY APPROACH JOINTI 0 S54'38'21"E 90.01' v 16' 8' 8' 0 SITE BENCHMARK�- --- w PLANTER STRIP SIDEWALK ju NAIL IN ASPHALT ° " > STA 21+43.75 (26.23' LT) 14 1 VERTICAL SAWCUT & ELEVATION 347.60' r > a., I `I CONSTRUCT 18' WIDE Know what's below. 4 I 2 MATCH EX. PAVEMENT C) (NAVD88) AS SHOWN. I 3 DRIVEWAY ENTRANCE Call bafOfa OU dl L--.( 0.5' Q ° PER COR STD. PLAN 10414 ,� Y 9 EX. ROA AY 0 CROWN 1.5% HORIZONTAL GRAPHIC SCALE ° wA 10 5 0 5 10 2°Z0� •;- I x 3 -'3sz, 2" HMA CL} z- PG 6422 P OTECT EX: LUMINAIRE & m 1 inch = 10 (t. x3o JUST ELECTRICAL-BOX I �' VERTICAL SAWCUT 4" CRUSHED SURFACING "SIDE SEWER I ° I TT FINISH GRADE W @ 2.00% MIN. I o . ,I 3 0 6" HMA CL y" PG 64-22 TOP COURSE (CSTC) CY > SEE SIDE SEWER NOTES ,IST I INSTALL CONC. PAD 4" CRUSHED SURFACE4" CEMENT O I 9 w PER ORS DCONCRETE LA002 SIDEWALK I— ADJU§`IR `WATER ME ER I P R COR STD. PLAN 12 & Li ° q m TOP COURSE (CSTC) TO FINISH G DE I Q U ss BE I PROTECT I CEMENT CONCRETE TRAFFIC 12" TOP SOIL TYPE A O J I. ; EX. BUS SHELTER w CURB & GUTTER O 2" BARK OR WOOD CHIP MULCH I J w w w ° • w - ,V✓ m PER COR STD. PLAN 101 (, = PROPOSED SHELL I NE 10TH STREET - TYPICAL SECTION U) FOOD MART WALKWAY R CONSTRUCT I Q I­_I_ 1 CONCRETEw SCALE: NONE W J >, , v, ROW CENTERLINE "WATER SERVICE LINE i. `bs I ROW NE SUNSET BLVD BUS 50' CONSTRUCT CEMENT CONC. SIDEWALK S• ° PER COR STD. PLAN 102 AND F007 3 g I N 212' 8' VARIES ( N SIDEWALK PLANTER STRIP Z 1, O o I VERTICAL SAWCUT& VARIES I 0 o s''° MATCH EX. PAVEMENT 0.5' VERTICAL Z UELING ISLAND ,:I Q 1.5% SAWCUT ... //''''FF ^ W / SEE FUELING ISLAND NOTES ^ r 50'-ROW '— W ______ _ ^ CGNC PAD ^ � % _ — _ O O I 3 VARIES l� 2" HMA CLY2" PG 64-22 H ' Un N i , 4" CRUSHED SURFACING LU IS ��� d J I W TOP COURSE (CSTC) 6" HMA CL Y2" PG 6422 SAWCUT &CONSTRUCT 17Cf .8 I 2 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE d W • roP 4ss I CONSTRUCT CEMENT I 0 � PER COR STD. PLAN 102 TOP COURSE (CSTC) n , 1i, 4• PVC N' 4e s ASPHALT PAVEMENT TO TRANSITION I U, C NC. TRAFFIC CURB GU ER N TO MATCH EX. PAVEWN '^ i N ® ® I o I PR COR STD. PLAN 1 1 vJ 12" TOP SOIL TYPE A CEMENT CONCRETE TRAFFIC ---------------------_-------- ( 1 CURB&GUTTER li •' 1 I W 2" BARK OR WOOD CHIP MULCH PER COR STD. PLAN 101 Un NE SUNSET BLVD - TYPICAL SECTION SCALE: NONE 10' PERF. STUB-OUT f l ACTUAL 6_" PVC SD @ 2.00 % " ; • 1: 3 CONNECTION I I SEE ONSITE-CNRFCAN, ^SPHPPkOTECT EX. I - e PROTECT EX. (;B I FUELING ISLAND NOTES SEE ONSITE CIVIL PLAN I I (BY OTHER) CROSSWALK SIGNAL I " ' l 1 iov a4s.3 -_ _ __ _ 1. DESIGN FUELING ISLAND TO CONTROL SPILLS (DEAD-END SUMP OR SPILL (BY OTHER) I I ----349-_ __-- 1 " I Hzo *�-'e CONTROL SEPARATOR IN COMPLIANCE WITH THE UFC OR IFC AND TREAT THE I TBM NAIL I°' e N-S 3436 ) LEGEND 347.60 (NAV 88) STA 20+40.53 :SID COLLECTED STORM WATER BEFORE DISCHARGING IN INTO THE SEWER Z (49.13' LT) t ' • ' C NSTRUC OPl gpIS SYSTEM. PROPERTY LINE --- 348-______, Q PHALT STEEL POST (Tl'P) , , r TY E1A EXTRUDED ca O 4 1064• . > 5 rv�- ° I SE DETAIL ON SHEE C2 1 2. THE CONCRETE CONTAINMENT PAD AROUND THE FUELING ISLAND SHALL- - - - - - - - - - - - - ADJACENT PROPERTY LINE OURO --.a 3aT3 U / SrAub u yaGe DRAIN TOWARDS DRAINS; EITHER TRENCH DRAINS, CATCH BASINS AND/ORA E SAWCUT &CONSTRUCT Hz Taav v" cONc.P 45 25 v1 3�ire^Dv / PIPs : °� ( DEAD-END SUMP. THE SLOPE OF THE DRAINS SHALL NOT BE LESS THAN 1 — — — —ROW CENTERLINE ASPHALT PAVEMENT w aass yx" POR PH as a w 'S,T 10+57. / :I PERCENT. TO TRANSITION (32.5' RT) / C TO TCH EX. PA�/NTT —' —' — �2?j+---'-- --- --- - ADI - rj caoss wAua I 3. THE FUELING ISLAND SHALL CONTAIN A ILL OR BERM RAISED TO A MINIMUM — — ROW LINE J °-y 36438,71 E , ,� •'• 3 aA = 0 359' I OF FOUR INCHES TO PREVENT THE RUNOFF OF SPILLED LIQUIDS AND TO ASPHALT PAVEMENT a 25 . , - p0 90.1 _ ° •..� . / 1 D� PREVENT RUN-ON OF STORMWATER FROM THE SURROUNDING AREA. m D PAINT ,. •ri s m PAVEMENTONCRETE p'F 1 PROTECTX.=ELECTRICAL BOX I SIDE SEWER NOTES: oSp3" cc 3°." Sar' cc y AND INSTALL A NONSKID LID & "' ' •`•' r m M TCH FI ISH GRADE STA 11+39.81 (19.9 1. CONTRACTOR SHALL CONNECT TO THE ISLAND POLLUTION PREVENTION D PLANTER STRIP r ----- -- —`— RT) I /'i Un - MATCH EXSYSTEM AND THE BUILDING. . CONSTRUCT CURB RAMP TYPE 7A }d9 o CURB & GUTTER----- t — -- SEE OXTAIL O SHEET C2� 2. CONTRACTOR MUST INSTALL CLEANOUT FOR THE STUB. R=10' STAA0+90.34 (11 RT) Q I ,A TAX PARCEL NUMBER i R=10' r[ PROTECT EX. v, CONSTRUCT TRANCE LEGAL DESCRIPTION o PROTECT EX. 7e SIGNAL POLE CRSS K 1 TH STA 10+00 = 7227801201 DRIVEWAY ENTRANCE o POWER POLE M S SET STA 20+00 R-398201 W i PER COR STD. PLAN 104.4 ccNTERUNE Euow _ w �" w RENTON HIGHLANDS #2 CORRECT PLAT SWLY 125 FEET OF SELY 90 FEET. � — — t — •— — 11-- — — — — •" — — + — ry IN COMPLIANCE WITH CITY OF RENTON STANDARDS ED SO `fig SD — SD — SD — Sb a , RESTRIPE & REFRESH 3 10+ U) SD — SD SD �, SD ®0 CH29SSWAL H 0 I CD SOLID LID SDMH P 3478 S WASTEWATER UTILITY DEVELOPMENT ENGINEERING TOP 3445 TOP 344.E AS NECESSARYLacHrD U Is OCKED LOOKED �F- SDMH 0 ° o NE 10TH STREETSIMILAR TO NE SUNSET BLVD TOP 3151 dchristen 12/07/2017 Justin Johnson 12/12/2017 J CKED TOP .144.43 — SS B9� SS q1� 55 CR SS / .A.,e� I W H2O .441.5 SS — — �'' --- REGIONAL FIRE AUTHORITY I SQ DIRT COVER Du - ss S5 y . SURFACE WATER UTILITY — ss — - % APPROVED �® rstraka 12/08/2017 c1homas 12/07/2017 SURVEYED: G°pyE. °AIE: W /''` � Joe No. RENTON SUNSET SHELL C-STORE 10-20-2017 (`� r r 1 J �1 p VERTCAL:NAVID1M z P BGil L L C Y�pY RASH, 817370 DESIGNED: 1"=10' HORIZONTAL NAD 1"SIG11 2800 NE SUNSET BLVD 707D BOOK ,.^ H. H. PHAN CITY OF RENTON, WA 98056 PAGE: U) n Land Planning • Civil Engineering " DRAWN: DRA NGNO: z H. H. PHAN DATUM RENTON 5130 South 166th Lane 10- n cxecxEn: oNE lxcx °42015 IS, IAT FALLS g 9 P PAVING AND GRADING PLAN SEdTdC, WA 98188 '`po <crsTea N Planning/Building/Public /Buildin /Public Works Dept. T 206 229-6422 TONAL DOME ACCORDINGLY OF. Z aL N0. REVISION BY DATE APPR FIR°wo- AND SECTIONS 1 5 LU 7 W IY O C/ U J J W V/ 1- W GO Z W Z 0 Z � W lL N 1 -- LU W W (n 0 E NOTES.-- 1. OTES1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 2O. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSOOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. \''J LANDING SHALL BE MINIMUM 4' X 4'. WE DETECT/ O CURB RAMP TYPE 1A SCALE: NONE IPROBI L L CM Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 STAa ^ sTIRjEAccoram COMENTOGINCRETE FLOWLINE ELEV. TOP OF CURB ELEV. - siAABRA SIDERAISE 16.00 RT 347.24 E TOO 10+49.53,1/4 CURB 18.72' RT Imn�� r 348.18 10+37.99,1/2 CURB - AAY 348.27 348.77 u/ NCAA 31.46' LT 349.00 A CEMENTCONCRETE 20+49.73, PT 28.41' LT T 349.80 b IRN,CURB IBY AT DE�nES FARAPS IG LANNNos .M.m.. RENTON SUNSET SHELL C-STORE3 DAM '-- --� OFm EWCu zo-zo17 CEMENT CONCRETE e m 2800 NE SUNSET BLVD TRAFFIC CURB AND GUTTER RENTON, WA 98056 PAGE: SEE MME35MMEN RETAIL LBM SENATE DR NGND: 'ACE o.°VINCENT ANN BE C2 PAW6HlPLANS TO FA Rv FLUDD BOTH BUTTES ta FA DETAILS POEIATIME 2 5 I N gr,ERn 1m1 v.wm . „rRw/°`NADA°. l aOBE. - BREAK,ISI NSWERS Sm. PUN - INA DEPRESSED CURB SECTION eEp PUBLIC YOWLS � FORCDMAERCIA DPNEwAY66H ENPuxtw] I A a /AN I NM.e,®MM. ENTRANCE -TYPES CIE, C..' INSIDE DEPRESSED CURB SECTION S ARABI AT,R�AIITRANER YEARNALAN' TESTED t. FEES p`MnME/ ER A...M,.CENTro.,¢.METM. ,m`EEF,ivxaY CEMENT CONCRETE TRAFFIC CURB ,,,,m=m.m,=.. DEPRESSED CURB DETAIL AD RENOEMIAL OR COMMERCIAL I MAveAMM1lV6 E•�.$� t .'.'. ADI..cEWTo.S.EE. J Na,Jpana �o]N1DT1Iv vEapAnabnMuvADMlMrvawag. A. Ee,uPvetMoname 01I Live a Twn BRANDS .®sawmANSI AREA 1 am. PIAS- in w.,mxvawen Wm LIC TDRH PUEWORKS CEMBNT CONCRETE CURBS PR 'ED BELDC i w,BEC¢wu 'i FN N T . NOTES tw BID�W2 a m•.M.nwMNwormAe.u..En. NOTES.-- 1. OTES1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 2O. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSOOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. \''J LANDING SHALL BE MINIMUM 4' X 4'. WE DETECT/ O CURB RAMP TYPE 1A SCALE: NONE IPROBI L L CM Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 STAa 1/r Xe EXPANSION MATERIAL FLOWLINE ELEV. TOP OF CURB ELEV. NEW 16.00 RT 347.24 r 10+49.53,1/4 CURB 18.72' RT *te 348.18 10+37.99,1/2 CURB ,.,,®...e 348.27 348.77 ANSI' WNI 31.46' LT 349.00 RftAR1, 20+49.73, PT 28.41' LT NEON WMAN'EY 349.80 AA 9 .M.m.. RENTON SUNSET SHELL C-STORE3 DAM NATO zo-zo17 Aft 2800 NE SUNSET BLVD I/r/FT BE RENTON, WA 98056 PAGE: T/rR I/a'/ET. SLOPE DR NGND: nWauM m`wETwxn¢rt¢w C2 PAW6HlPLANS . v.... DETAILS HIR 11 2 5 STANDARD DEM P°PDM°Y mecDaMRS AND gr,ERn 1m1 v.wm . «-asset• iV\ aOBE. AD, MAE NEW, LEE, le 11W MAY SABA, ma¢m,yNOT BREAK,ISI NSWERS Sm. PUN - INA o eEp PUBLIC YOWLS p.EM BOB I" 11 m w M,ft, �I Me BEEP SAN A a /AN I NM.e,®MM. ENTRANCE -TYPES CIE, C..' INSIDE AN SOMALI MAT BARNEY T, BAY mmwnm cL.> I D/A)Arm w CBBT and C•MAXB (WITH BUFFER) YEARNALAN' A�m...D..e "OPT AEmn® wAWWA A...M,.CENTro.,¢.METM. DATE PENSION BY R GWG NAME: BODY SP PAGE FEW ANSI ,,,,m=m.m,=.. ' a�:a477 G E•�.$� t .'.'. ADI..cEWTo.S.EE. J /> Da..„a.¢.RNEWDEDBADETAL 1 w.,mxvawen Wm i w,BEC¢wu 'i FN N T . NOTES tw BID�W2 Wf, P..m.mew pl,Nm Gro PIAN 102.1 as a~ IBM 11 REBRABANDEREAD OETAL mEIPMnaI,WNr ©EDNIR+DnOP FORT PUBLIC M�M6 CEMENTCONCRETE M. PEAS - EBB PPRO a .A DEAMTMENVE SIDEWALK �T.v.nmm,weMvanw..Jm.m• NOTES.-- 1. OTES1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 2O. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSOOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. \''J LANDING SHALL BE MINIMUM 4' X 4'. WE DETECT/ O CURB RAMP TYPE 1A SCALE: NONE IPROBI L L CM Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 < 12' SIDEW d s Ef EL=34S.63- A d a d ° 49 a ' All Ad EL=5848.44 < EL 6 d d a ° EL -348.76 &N Ej-„=348.76A Po d CURB &GUTTER' <° < d °d A 4X. 4 < a ° .. d EL=348.68 - 42640 0 d 2:< d EI o � a N B" - EL=348.21 DE AT °d Z d e 4 EL=348.28 (TOC) JOB NO. R17370 EL=347.74 (TOC) CURB RAMP DETAIL SCALE: NONE I`EL=349.80 (TOC) `EL=349.57 (TOC) -5' @10.0% EL=349.07 (FLUSH) EL=348.99 (FLUSH) BE- 5' @ 1.00/ EL=348.94 (TOC) 1.8' @ 8.9% EL=348.78 (TOC) -5'@ 10.0% =348.28 (FLUSH) (FLUSH) NANERNCAL: BAND TING HORIZONTAL NAD IBBNIM DATUM SONE INLH� AT NI Iy SCsyE I IFNOi CNE INCH SCALE ACCORDINCIY STAa 1/r Xe EXPANSION MATERIAL FLOWLINE ELEV. TOP OF CURB ELEV. 1ArR AT JDNTS 16.00 RT 347.24 r 10+49.53,1/4 CURB 18.72' RT OSC BEAR N u AND 341 348.18 10+37.99,1/2 CURB SWIE TINES 10 BE R 348.27 348.77 ANSI' WNI 31.46' LT 349.00 �'�MWASON 20+49.73, PT 28.41' LT L 349.80 iI9 9 .M.m.. RENTON SUNSET SHELL C-STORE3 DAM WMun, zo-zo17 MEAEIyPoAL CURB RETURN 2800 NE SUNSET BLVD I/r/FT BE RENTON, WA 98056 PAGE: T/rR I/a'/ET. SLOPE DR NGND: BAGNOTIR C2 PAW6HlPLANS . v.... DETAILS HIR 11 2 5 STANDARD DEM P°PDM°Y mecDaMRS AND gr,ERn 1m1 v.wm . «-asset• iV\ aOBE. AD, MAE NEW, LEE, le 11W MAY SABA, ma¢m,yNOT BE NY'SEAT �°�L BE LAS MAN SEAT BE � BY Aft O Sm. PUN - INA ARTS AS N SHiKI PAPERSID I' eEp PUBLIC YOWLS CEMENT CONCRETE ORIVEW/EVppR BOB I" 11 m w M,ft, �I Me BEEP SAN A a ED' '. �{ DEPARTMENT ENTRANCE -TYPES CIE, C..' INSIDE AN SOMALI MAT BARNEY T, BAY mmwnm cL.> I D/A)Arm w CBBT and C•MAXB (WITH BUFFER) ..e.•ry < 12' SIDEW d s Ef EL=34S.63- A d a d ° 49 a ' All Ad EL=5848.44 < EL 6 d d a ° EL -348.76 &N Ej-„=348.76A Po d CURB &GUTTER' <° < d °d A 4X. 4 < a ° .. d EL=348.68 - 42640 0 d 2:< d EI o � a N B" - EL=348.21 DE AT °d Z d e 4 EL=348.28 (TOC) JOB NO. R17370 EL=347.74 (TOC) CURB RAMP DETAIL SCALE: NONE I`EL=349.80 (TOC) `EL=349.57 (TOC) -5' @10.0% EL=349.07 (FLUSH) EL=348.99 (FLUSH) BE- 5' @ 1.00/ EL=348.94 (TOC) 1.8' @ 8.9% EL=348.78 (TOC) -5'@ 10.0% =348.28 (FLUSH) (FLUSH) NANERNCAL: BAND TING HORIZONTAL NAD IBBNIM DATUM SONE INLH� AT NI Iy SCsyE I IFNOi CNE INCH SCALE ACCORDINCIY CURB RETURN ELEVATIONS DATA O STAa 1/r Xe EXPANSION MATERIAL FLOWLINE ELEV. TOP OF CURB ELEV. 1ArR AT JDNTS 16.00 RT 347.24 1/2-W EXPANSION MR RIAL 10+49.53,1/4 CURB 18.72' RT OSC BEAR N u AND 341 348.18 10+37.99,1/2 CURB SWIE TINES 10 BE R 348.27 348.77 M EXTRA AND MOTOR1/D 31.46' LT 349.00 349.00 20+49.73, PT 28.41' LT dro 349.80 +NA�1� NESN SCOPE 'w'-MDTI OF RENTON SUNSET SHELL C-STORE3 DAM 1/2'X5' EXPANSION zo-zo17 MEAEIyPoAL CURB RETURN 2800 NE SUNSET BLVD I/r/FT BE RENTON, WA 98056 PAGE: T/rR I/a'/ET. SLOPE DR NGND: 1/24. 1/2R C2 PAW6HlPLANS 1 DETAILS 0 PA4EMEN 0.5 PA PUNS 2 5 STANDARD DEM P°PDM°Y mecDaMRS AND BEEN AND GULTER OUTTER SECTION A -A SECTION B -B SEA NOBEL 251 EON ROADWAY DEe¢meNT STANDARDS AD, MAE NEW, LEE, le 11W MAY SABA, ma¢m,yNOT BE NY'SEAT �°�L BE LAS MAN SEAT BE � BY Aft O ARTS AS N SHiKI PAPERSID I' WLCYD'I�IC BOB I" 11 m w M,ft, �I Me BEEP SAN JOINT PWORSE n RETIRED iR EXPARSERN RETIRE MAL BE WENDY AT ARMY FARM SIMMONS( PANEL AN SOMALI MAT BARNEY T, BAY mmwnm cL.> I D/A)Arm w __ BE SOONER awu HAVE A NEAR ANON wet IT MI LEAR A 2 1/2 TWIm RNISN zmwN °wPArnw WNL DE in FBI macml. TYPICAL 9mEW91A "OPT AEmn® NE�w/W DATE PENSION BY R GWG NAME: BODY SP PAGE FEW CURB RETURN ELEVATIONS DATA O STAa OFFSET FLOWLINE ELEV. TOP OF CURB ELEV. 10+63.06, PC 16.00 RT 347.24 347.74 10+49.53,1/4 CURB 18.72' RT 347.78 348.18 10+37.99,1/2 CURB 26.58' RT 348.27 348.77 20+36.27, 3/4 CURB 31.46' LT 349.00 349.00 20+49.73, PT 28.41' LT 349.30 349.80 CURB RETURN TABLE NO. BEGIN STA. OFFSET END STA. I OFFSET I RADIUS LENGTH DELTA I TANGENT 1❑ () 10+63.06, PC I 16.00' RT 20+49.73, PT I 28.41' LT 1 35.00' 1 53.92' 88016'32" 33.96' CITY OF RENTON Planning/Building/Public Works Dept. U Q0 0 CD0 E r Q J W CD 0 Q Q0 �� R-398202 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING () Justin Johnson 12/12/2017 J J W U) RENTON SUNSET SHELL C-STORE3 DAM wH zo-zo17 z 2800 NE SUNSET BLVD EE K: RENTON, WA 98056 PAGE: to DR NGND: Z C2 ° DETAILS W 2 5 M M O ntO O r A LLI IY 0 1— Cn U J J LU U) I-__ U-1 GO Z W Z 0 Z W ry M LU W W CO CD TOP 349.9 IE 4" PER N 3489 I f i I, I 3 I- -III IIII III I I-- —r I � I ASPHALT I I � e, I y5U', I MOVE EXTRUDED CURB ill, CONCPAD I S opt. I I yh ' CONC PAD ' INSTALL STRAW WATTLES a ASPHALT PER DETAIL THIS SHEET II ASPHALT d LOEXTRUDED EMOVE------- _ REMOVE CURB 34 __-- EXT NRUDED CURB"- ROW DEDICATION EMOVE (50 SF) M ___________ ---_---- STEEL TO (TIP E UDED ELEPHONE re A HALTCONC.PAD r1P ,,SAWCUT & / \ 1D.64'Hao TRaP cGNGPAD IEa"PVIRMF3 PAVEMENT / 59p3."WW 344.65 FOR PHONEH2O IRON TRAP W 344.35%ASPHALT 4Lmj�-2-5-2-3 ----- ----- –yp 9– AD g 82.51' o 3---J4]-----154°38'21"E - 2.5' - POWER 90.01 a PAINT -"-_-__--- INSTALL FILTERFB COPROTECTION x£ R ab PER DETAI y SHEETcJiYP) 3sA s^A' cc j ya REMOVE SIDEWALK T a / O EGIN REMOVE a CURB & GUTTER M SAWCUT & REMOVE PAVEMENT `y9 — SD SD SOMH OP ED ] OCKE CB to J4Q4a. _.. PBGjJ neLC- Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 11+00 Th — - SD — SD — SO Top NE 10TH STREET LL _SS - SS zD SS . ' eP SS JOB NO. s R17370 I AWCU & 3 EMOV PAV NT NO REMOVE JOINT 6 o 6URB & GUTTER -- a � I 3 � I ),9 3 DIRT i I 3 \i I SAWCUT& II 11 X/ REMOVE Pj BUS ROVE SID WALK p o� yh V EROss GNAL STAND U PIPE / I N SE DETAILTHIS MH ( P 3493 Hao +/-1s.. N -S 343.6 — S1 SD I I II 3 CROSS WALK 3 V TI , N 1 SD _T�I g � Sc F N "____-_____-_"_. v 3 10TH STA 10+00 = '^ CxaSS WALK UNSET STA 20+00 1N W ZaN N N 3 10+ 5 O SDMH 1 TDP 38.1 j ,ES LOCKED Vl _a 3 I LEGEND PROPERTY LINE ia ADJACENT PROPERTY LINE — — — — ROW CENTERLINE Know what's below. — — ROW LINE Call before you dig. HORIZONTAL GRAPHIC SCALE 100 5� EROSION CONTROL NOTES: 1 inch - 10 f1 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 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. 4. 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST 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 EROSION AND SEDIMENT FACILITIES 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. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. B. ANY AREAS OF EXPOSED $OIL$, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) $HALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS E.G. SEEDING MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. WRhKK_ MM lees HORQOMALNAD I"MW1 CITY OF DATUM %R RENTON IFuo~ONE INLH el Planning/Building/Public Works Dept. SCALE ACCORDINCIY f i I 3 I- -III IIII III I wwvmciv.w,..® I I a ®� I unnr I I 3 HETOR PNNG PROTCITON =.P - Ewm � I I I I I I 3 I I I 3 � I WEIGHED I ILE �uwuw `�o'i roof nnmoia0� �oem°MiEE 0 }1 196 I N SE DETAILTHIS MH ( P 3493 Hao +/-1s.. N -S 343.6 — S1 SD I I II 3 CROSS WALK 3 V TI , N 1 SD _T�I g � Sc F N "____-_____-_"_. v 3 10TH STA 10+00 = '^ CxaSS WALK UNSET STA 20+00 1N W ZaN N N 3 10+ 5 O SDMH 1 TDP 38.1 j ,ES LOCKED Vl _a 3 I LEGEND PROPERTY LINE ia ADJACENT PROPERTY LINE — — — — ROW CENTERLINE Know what's below. — — ROW LINE Call before you dig. HORIZONTAL GRAPHIC SCALE 100 5� EROSION CONTROL NOTES: 1 inch - 10 f1 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 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. 4. 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST 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 EROSION AND SEDIMENT FACILITIES 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. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. B. ANY AREAS OF EXPOSED $OIL$, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) $HALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS E.G. SEEDING MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. WRhKK_ MM lees HORQOMALNAD I"MW1 CITY OF DATUM %R RENTON IFuo~ONE INLH el Planning/Building/Public Works Dept. SCALE ACCORDINCIY U W O O O (0 ii 7 R-398203 1W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 SURFACE WATER UTILITY DEVELOPMENT ENGINEERING () rstraka 12/08/2017 JJustin Johnson 1212/2017 J J W U) DAM LU RENTON SUNSET SHELL C-STORE1a-za-za1 z 2800 NE SUNSET BLVD FII RENTON, WA 98056 PAGE: U) ow NC Z SITE PREPARATION AND C3 ° SHEET: or: Z TESC PLAN AND DETAILS 3 5 U' f i I- -III IIII III wwvmciv.w,..® ®� unnr PVWAC INES HETOR PNNG PROTCITON =.P - Ewm NAxcx ewx U W O O O (0 ii 7 R-398203 1W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 SURFACE WATER UTILITY DEVELOPMENT ENGINEERING () rstraka 12/08/2017 JJustin Johnson 1212/2017 J J W U) DAM LU RENTON SUNSET SHELL C-STORE1a-za-za1 z 2800 NE SUNSET BLVD FII RENTON, WA 98056 PAGE: U) ow NC Z SITE PREPARATION AND C3 ° SHEET: or: Z TESC PLAN AND DETAILS 3 5 U' ®� unnr la WEIGHED ILE �uwuw `�o'i roof nnmoia0� �oem°MiEE IEEE ILL RYM w�ITW aA slia - aau owORNS :R 'evAiareNe uAacx xow U W O O O (0 ii 7 R-398203 1W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 SURFACE WATER UTILITY DEVELOPMENT ENGINEERING () rstraka 12/08/2017 JJustin Johnson 1212/2017 J J W U) DAM LU RENTON SUNSET SHELL C-STORE1a-za-za1 z 2800 NE SUNSET BLVD FII RENTON, WA 98056 PAGE: U) ow NC Z SITE PREPARATION AND C3 ° SHEET: or: Z TESC PLAN AND DETAILS 3 5 U' Fi W O F - G7 I J J w F - w U) Z Z 0 Z w Lf) r LLI W 2 z O w� rN �W oW 0- z O J mW 3� >O OF Y azW US M N 2z D. 3 0W Pr o w Ad ON 10'PERFORATED PIPE CONNECTION TRENCH \ \ \\ x c6 \ =347.0 AE = 5.5 / \X N ►Ir � OEM imwommommommEAF. (E) SLOPE TO AS N IR/0 � q�� -a \ o �- \ cow EX CB (E) 6" SIDE a SEWER 2" MIN. �Y MEN \MM► f(E/)ASPHALT \ / 2%SLOPE F- TOO EX. WAT „ L As L oIL/warET � u. SEPARATOR576-SA-1000AWC ASPHALT ONCRETE NEW CONCR1% TO PAVERS SLOPE SWALE TOWARDS DRAIN AT NEWPCB LOCATION CANOPY CONCRETE SE)RVIICE SLABEX 2%SLOPERIM IE = (E) CB �f . O 2% SLOPE w�. V17% B (E)ASPHALT IN347A546.0'`,\ \ \ \71\\NO, \ 2sbsr��gy \ \ Q, \ \ \ \ \ SO \ \ \\ ss r \ <�Cx IN $ fp s 6 8627 NE 180th St. ae ANSTEHY BOTHELL, WA 98011 PHONE: (206) 303-7639 ENG I NE E R I NG FAX: (425) 858-9203 EMAIL: benonstey®ansteyengineering.com OU / (N) CONCRETE CONCRETE / y� SWALE 1% TO CB CATCH BASIN PER N Qoy,�oo�o SEE PROFILE THIS �o Q LOVEREDAND-OVERHANGS / (N) TYPE 1 CB 5y 2'-4"x 2'-8" RIM =349.25 6D'yp IE =347.75 Z ) PE .�+ TOSS IR/0 � q�� -a \ o �- \ cow EX CB (E) 6" SIDE a SEWER 2" MIN. �Y MEN \MM► f(E/)ASPHALT \ / 2%SLOPE F- TOO EX. WAT „ L As L oIL/warET � u. SEPARATOR576-SA-1000AWC ASPHALT ONCRETE NEW CONCR1% TO PAVERS SLOPE SWALE TOWARDS DRAIN AT NEWPCB LOCATION CANOPY CONCRETE SE)RVIICE SLABEX 2%SLOPERIM IE = (E) CB �f . O 2% SLOPE w�. V17% B (E)ASPHALT IN347A546.0'`,\ \ \ \71\\NO, \ 2sbsr��gy \ \ Q, \ \ \ \ \ SO \ \ \\ ss r \ <�Cx IN $ fp s 6 8627 NE 180th St. ae ANSTEHY BOTHELL, WA 98011 PHONE: (206) 303-7639 ENG I NE E R I NG FAX: (425) 858-9203 EMAIL: benonstey®ansteyengineering.com OU / (N) CONCRETE CONCRETE / y� SWALE 1% TO CB CATCH BASIN PER N PLAN SEE PROFILE THIS ^,� LOVEREDAND-OVERHANGS / SHEET 5y 6D'yp / Z CIN OF RENTON SUNSET SHELL C -STORE DATE 11-03.17 2800 NE SUNSET BLVD // 1 11 1 INNOIK RENTON RENTON, WA 98056 INAGI O OFANNINC NO A, DRAINAGE SITE PLAN BMP / w IY 4 o 5 / / a 5y / NO REVISION BY I DATE I APPR LEGAL DESCRIPTION: RENTON HIGHLANDS # 2 CORRECT PLAT SWLY 125 FT OF SELY 90 FT SLOPE v 1'-6" EXISTING CONCRETE SLAB AT GAS DISPENSERS NEW PERIMETER SAWCUFFE)ASPHALT CONCRETE FOR NEW SWALE- SWALE SLOPE TO SLOPES AWAY FROM CATCH BASIN PER SWALE ALL DIRECTIONS PLAN PERMITER SLAB SWALE DETAIL AT ISLAND As inEicateC BPA BPA T' COV ERAGE(STRUCTURES) 1T2503F.TOM 21020 SF. PROPOSED BUILDING iT96TTo -- 624SF SIDEWALK 5,246SF AUTO COURT &1 PARKING 1,871 SF. ROOF OF CANOPY 91761 SF. IMPERVIOUS AREA UF7675-- LOVEREDAND-OVERHANGS 1,459 SF NEW LANDSCAPING 1 i e N "` wI J I II III WITHIN.NIR - 1.1. COXDRXIX OFUBE 1 SHALL PRONOUNS) NLS ADD WITHIN �OMRR3ED OR WNSTRUCTICNMEAN UNLESS ERUNOFFTAT ENTIRE THE CATCIBRSINW WILL CONVEYED TO A SEDIMENT FORD TECT DRA 1d. THE CONTRIBUTING DELUSIONS AREA MOST NOT BE LARG12 MAY BE USED ANNEM ERE AT THE AFTELICANICS ER THATO N WERE NAGEBYSTEN 2. DRIGNAXDIXSTAANTRON8PECIFICATXXIB 21. F RIC I$ pIU YADSOME E MmuT FWH nDIXO IAT BE AC CONCERN AND ERE SLOPE EROSION WUL WOURETHE E CURB RIS FABRIC BY POSTED WATER. 22. THE PLACEMENT OF A FILTER FABRIC UNDER WATER IS GENERALLY PRdIB11ED AND THE USE OF FILTER FABRIC OVER ORATES IS STRICTLY LIMITED AND DOCOURKIED. 3. YANTBIF.XCI ETAID)MDE 31 MY WITH WATEMULATED RANDALLBELIMEELL SEDIMENT CAN LRT6OR 6 DISPOSED OFF AASF ELON SUND INLET PROUTOE11041 ITE OR HAUL OFF SUEIMMEDIATELY, 3EOIMEMBMPILHOf BE REM]VED PUBLIC WORKS FILTER FABRIC PROTECTION MD. PITH - 216.80 DEPARTMENT MARCH 2O08 ALL CATCH BASINS IMPACTED BY CONSTRUCTION ACTIVITY SHALL CONFORM TO THE MEASURES OUTLINED IN THE CITY OF RENTON STD. PLAN - 216.20 FOR PROPER INLET PROTECTION R-398204 0 a) IN COMPLIANCE WITH CITY OF RENTON STANDARDS U DEVELOPMENT ENGINEERING Justin Johnson 12/12/2017 '� SURFACE WATER UTILITY rstraka 12/08/2017 O LU W Z CIN OF RENTON SUNSET SHELL C -STORE DATE 11-03.17 2800 NE SUNSET BLVD Z 1 11 1 INNOIK RENTON RENTON, WA 98056 INAGI O OFANNINC NO A, DRAINAGE SITE PLAN BMP C4 w IY 4 o 5 M O ''I O O ti +, EX CB RIM =347.0 ,70 R� CLEARING LIMIT VV/ S.A.S.B. FENCE ILT FENCE EX CB RIM =347.5 IE =346.0 PROVIDE CB PROTECTION REFER TO DETAIL SHT. C4 z z � N � W T w n TESC OJ In 3� >z �O W mW Y U N m m z 8627 NE 180th St. A Arye 03 A N S T E Y BOTHELL, WA 98011 'pIA m'�� `w'I8" 29 ae PHONE: (206) 303-7639 m' E N G I N E E R I N G FAX: (425) 858-9203 "sp9 ° y= EMAIL: benonstey®ansteyengineering.com 'ANAL A+' NO. REVISION CI x PROPERTY LINE oCl By I DATE I APPR I AFPPo,Eo, BPA BPA `V6 LEGEND 1 BILTFEXCE C LEMIAD LAIR IF NOT ONE INCH CITY OF RENTON DA UM Planning/B uildm g/PubGc Works Ce -i R-398205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY """^"""" """""^"' rstraka 12/08/2017Wil Justin Johnson 12/12/2017 RENTON SUNSET SHELL C - STORE rvoarn 2800 NE SUNSET BLVD goneoaP. RENTON, WA 98056 PIIS EROSION CONTROL PLAN C5 5 5 W 0 U) U J J W 2 F W Z D U) Z O h Z W Of