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HomeMy WebLinkAboutR-3982027 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