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Home My WebLink AboutR-397412co I I W Q n rr O Cf) W 0 rr rr Q 0 Ll U CV T Lu Lu 17 STA 10+00 (S.E. 2ND PLACE) = STA 20+00 (156TH AVENUE S.E.) �I PARALLEL CURBXAMP PER WSDOT Sg PLAN - F-40.12-03. EE DETAIL SHEET C11 AND 0 � o � a- o 0 a- w c� 5.5' DEDICATION 30' HALF R.O.W. Do 8' LANDSCAPE PLANTER 0.5' 5' CONCRETEF22' SIDEWALK PER COR STD PLAN 102 NEW VERTICAL CURB & GUTTER PE� COR STD PLAN 101 (MAX) �SAWCUT LINE PAVEMENT REPLACEMENT OF 7" (MIN.) HMA 6" (MIN.) CRUSHED ROCK PER COR STD PLAN 103 EX. PAVEMENT REMOVE 2' (MIN.) EX. PAVEMENT AND REPLACE WITH 7" OF HMA OVER 6" OF CRUSHED ROCK PER COR STD PLAN 103 156TH AVENUE S.E. (B-B) SCALE 1'-1a Pacific Loy.; lrjl'-elrii Desiti-ri, } f _r; Ii Civil Planning Can ajll 1 r� v1vlw PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. NOTE: SEE SHEET C21 FOR CHANNELIZATION INFORMATION I N , `'Cr rCCVAIIVIH I t� 1IVIV Vr F_ - -----I - - 0 -- All thermal plastic SEE DETAIL Stall contain THIS SHEET w t/dry-elements. �— ni ioo mill o ccrr 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION Sum RYco DESIGNL LARSEN AJL 5/8/18 JF AJL 3/9/18 JF DRAW E. MARSHALL AJL 1 /10/17 JF CHE am, J. FENG BY DATE APPR N"wvm.J. FENG SC&E; 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I I I I I I I I I ,r-1 _X STA 21+44.58 LANE STRIPING END VERRCAU NAw , HORIZONTAL_ NAD ,983 199, DATUM -CB #5 (TYPE 11 - 48" 0) W/ SOLID LOCKING LID l STA = 21 +68.33, 14'f L RIM = 457.83 INV = 454.18 (12" D.I. W) INV = 453.18f (EX. 12" LCPE N, S) CONTRACTOR TO FIELD VERIFY INVERT ELEVATION AT EXISTING SYSTEM PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. POTHOLE EXISTING PAVEMENT TO VERIFY EXISTING GAS AND WATER AT STORM CROSSING KEEP MIN. 6" CLEARANCES EDGE TO EDGE AT CROSSINGS. ETHAFOAM PAD IS REQUIRED WITH 6" SEPARATION. 6.5' MIN. PATCH PER COR 5TD. PLAN H032.1 (TYP.) CITY OF RENTON Planning/Building/Public Works Dept. 475 470 465 M 455 450 445 440 I I I I STA 21 +71.62 RAMP I I 457.14 FL i I 457. FL I I 1.5% 457.26 7.20 7. 457.34 156TH AVENUE S.E. CURB RAMP DETAIL 3CALB 1'-10' O PROVIDE VERTICAL CURB O I T U CURB TO HAVE TAPERED END AT THE DRIVEWAY CURB RAMP IS NOT REQUIRED PROVIDE ASPHALT TAPERED TIE DOWN RAMP 20 0 10 20 40 GRAPHIC SCALE SCALE:1'-20' ................................................:................................................. .NOT : ....................................... ................................................. ............................................i................................................. POTHOLE EXISTIN PAV MENT TO VE .............. ................................................. IFY EXIS NG G.AS AN ............................................................................................ -WATER- - AT STORM ......... R........................................................ . .CROSSING. -KEEP I-N:.................. EX:' 'R:O: 6„ C EARANCES............. -1-156TH - AVE.- - S.E:...................... . .ED G .. TO ..ED.G.E.. A........... ......................................................... . CROSSINGS. ETFi... FOAM....Pi4D.......................I.............................................................................................................. R'EQ IRED''WITH 6 ................. ......................ROW.................... .SEP� RATION:............................................................................ ............................................... -..CON- RAC.TOR.. TO........... ................................................. (......... ................................................. FEIL. VERIFY INV RT ELEV TION AT .EXI S IN'G� ' SYSTEM.................................................................... . .P-Ri O ... TO..................... .................................l.......................... . CONTRUCTION: ........................................................................ N.OTI .Y..EN.GINEER..OF ..... jEXISTING. GRAD.E......................... ANY ...............................................:................................................ DISCREPANCIES. ..............................f........................................... ..........FINISHED - -G y ............... ADE ..................36LF..1.�2-00 . .p:l:.................. ...... ......................................................................................................................................................G.................. ........................................................... S=.O,G ..................... ............................................................................................... CB 4 (TYPE I) ................ W/ � �vA � ED' ' ORATE ...... EX. 2,, . . ...... ................... ............................... TA.=21+68. ,. 5, 21.0 .R....:........GAS................................. ..... ............. . RI*M1. =....457:20.........................................��...................................................... EX. 12 ...IN .._ ..454:8-9- - (. 2' D:I:..E.)................................................ D.I. WAT R . ............................................. CB#5 (TYPE 11 ................... SOLID..LOC ING..LID.................. ST.4:=21+68.33,.....14.0'..................... _............................................................................... (156TH VE SE) .............. ............................................................. .... .... RIM = 457:8.3.................. .........................IN V_ ..454.18 (EX: 1 2".. LCP ... N.,.. S)................. . .....................................I.NV. ................................................:................................................. -1.454:1-8.02!�-DJ:..W).................. 0 o6 LO 480 475 470 465 460 455 450 445 440 C'7 CV O C) T a J H H -0+50 0+00 0+50 SCALE: T-20' H V R-397412 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J SURFACE WATER UTILITY DEVELOPMENT ENGINEERING Kwu cc rstraka 07/30/2018 rnair 07/30/2018 0 2 C� Ll CD DAM 0 CEDAR RIDGE SHORT PLAT 8-8-2017 FlELDBOOIG PAGE, DIMING NOe a 156TH AVE FRONTAGE PLAN 0 w EU° C 12 C22 C)