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HomeMy WebLinkAboutR-4026077 �Fo QUARTER: NE- SECTION: 32- TOWNSHIP: 24N- RANGE: 5 E (10 `V �/76' \� \` PORTION OF THE NE 1 4 OF SECTION 32 TOWNSHIP 24N RANGE 5 E W.M. CITY OF RENTON KING COUNTY WASHINGTON ROCKERY PER \I — 1 �6 �� F DFTAIL 4YG8 O 17LF 8/ DIA. D.I. I — — _ ..6 I / 6 TOP: 184.00 i / I� � @ 2% IN. SLOPE BO 182.ZA'llr l' I I • 21 ' �'' 1 i \ I �Q T 1� .00 RETAIN ,4LL LJJ \ / /\ / \ 1 �/ j B T 11.001O.5' RIGHT OF \ _ _ PET I L 'C cu ' DED I G TI ON ,4LONG (TYP. 5 /'�q^ TOP- 177.01 PROJECT FRONT,4GE ASPHALT\TRANSITION 2 .9 1 / ci` ' SOT: 173.50' 1\\\ w 75 O 17 QI ry ry w m vil 3 IIIII IIIII m _ N EDGE OF EXIST. O 0 I �o + I 80 LF 12 CPEP PIPE + Pf4VEMENT 8.14% MIN SLOPE EXTEND A 12" D I A D.I. PIPE 4'0'' INTO - EX I STI NO DITCH AND PROV I ] ROCK FAD 6 6 \NEW C5-03 (I N-STRET) (TYPE 1) 34"X30" RIM EL=167.16 +/- I NV. EL = 162.16' PIPE IN (a" D.I.)= 164.50' PIPE IN (12" CPEP)= 163.72' PIPE OUT (12" D.I.)= 165.47' (FE I LD VERIFY ALL ELEVATIONS) W LLJ O Z z < O LLI -� w _ — m � MONTEREY PLACE NE _ . � / (6) STREET TREES CER SACCHARUM (SUGA MA PER G 1 TY OF RENTO REaU I REMENT5 v- NEW CB-02 (IN -STREET) (TYPE 1) 34"x3O" \ RIM EL=174.50' Oy INV. EL= 161 i30' PIPE OUT (12" CPEP)= 170.65' (FE I LD VERIFY ALL ELEVATIONS) I NAC:;,E I Mf=RO\/EMEN7 FLANSCALE : III MONTEREY FLAC...,E ROAD PROFILE SOLE : I" = 10'-0" +uu 1 RESPOND TO CITY COMMENTS /21/2019 SURVEYED: 2 RESPOND TO CITY COMMENTS /21/2019 10/31/2019DRAWN: DESIGNED: 3 RESPOND TO CITY COMMENTS /16/2019 4 RESPOND TO CITY COMMENTS CHECKED: NO. REVISION BY DATE APPR APPROVED: ROTATE SE � STRUCTURE-/ LID ZOO SOIL I D, I S AWAY FROM CURB (CONTRACTOR 7O OBTAIN S WER PERMIT F MANHOLE ROT 71 N PRIOR TO Cd?NSTRUCTION AND I SSUAkCE OF CIVIL PERMIT) TOP: I�i6. BOT: g4.00 \ �-2nn \ TOP: 194.00' GONNEGT Tb s MATGH / 5 T • 190.00I EXISTING 511 EWALK / XIST 1 �1 I g0 00 S��V' RE LOCATE EXIST T � ` EDGE OF EXIST. PAVEI � ss 72 �P '� 67 oOOo v SCALE: VERTICAL: AD 1 • C T Y O F 1 " = 2 0 ' HORIZONTAL: NAD 983/183/1991 I PRI RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 815112018 <'I >> 7 87.00 0.5' DEDICATION VERT CEMENT' CONCRETE CURB AND GUTTER / SAWCUT EXIST EDGE OF PAVEMENT 1' INSIDE W/NEAT LINE CUT, CLEAN, HEAT AND TACK EDGES W/SEALER CSS-1 AND HOT ASPHALT CEMENT 4' MINIMUM PAVED SECTION REQUIRED. STANDARD PAVEMENT SECTION 3" COMP DEPTH CLASS B ASPHALT 3" COMP DEPTH ATB 6" COMP DEPTH GRAVEL BORROW OR MATCH EXISTING PAVEMENT WHICH EVER IS GREATER MONTEREY PL NE HALF STREET L\ 1rr alL\�iT ■ ■ a� CD N TS DESIGN SPEED 35 MPH PUBLIC ROAD NOTE: CONTRACTOR TO MATCH EXISTING CROWN SECTION R-402607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 11 /12/2019 CURRENT PLANNING vdolbee 11 /13/2019 SIERRA HOMES, INC. 3802 MONTEREY PL NE RENTON WA. 98056 ROADWAY/DRAINAGE IMPROVEMENT PLAN (i Z _I DATE: U) 8/31/2018 W FIELDBOOK: C PAGE: GO DRAWING NO: C6 = SHEET: OF: 1 2 ry ry w