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HomeMy WebLinkAboutTED2703471.5O LO N I— U) w W X z LLI F- J w 0 a z O I__ z W rr w a 2 w +r a N 0 m a r` 8 N 0 0 0 U H Gj i DRIVEWAY LIP W 8 m T,Y P E 1„ f p V) 0 / RE1 26,64 z "3 Q�00,02 27 a f-F-T/FT rT'rT a _ 26 12' ADS N-12 25 23 64 !t 24 23 22 `- 6' ADS N-12 CJNNECTING __O �- --_-- rLi LITINU -11Rf 111N _' , "1411 LU\W'NJ1❑IJTS '"_ n 21 8' DI PROPOSED \ .1 A T C D 'j � A A T A i vv n .,...._.,,,,._......,..f 20 .. . ............... 1: 19 11 0 10 20 30 40 PROFILE ON -SITE STORM A -A' H: 1"=10' V: 1 "= 2' u QG HMA CLASS 112' - 2 LIFTS MIN. U U J J Q d ry U U O U U U C'I 0 o' Qx x � WI(4oLi w w+w- �z � � L�C3U w Cf W LJ< <Ld ml-� zz" ~�w3 Qzzlz 3Qz� GC �---, � - Z Soo--Ua- CLxww �LDx c�i H�QXz �Q U 0�UU 0�aara"0 0 aOUQ Uaaaa �o ao_ �za< Q aqQ a� _ 3CL 3Qq- C:1 QCUNai Q QN, Cu 3Qa a ~ N D Q Q a cu1 a' Q "D aW CD CD ,DCDn Uo�� UO�Ci00(l ��Q��j d- ~OjcuccuOj W NCMUC0W U W ( CjoiCMU0i ~a/M -D�(�l a a a ww NcuCu N w a www - - 2 9 I,- +_ .a tom- aYw._wH , ... _.. rwi, >-- Li Ld w w D! z 28 w J ---- - 27 SHA TTUCK A V. 0 0 i FT FT -01 FT/FT FT FT E FINISH GRADE 0•_ CONCRETE OR ASPHALT SURFACIN COUCRETE OR ASPHALT CONCRETE OR ASPrlA-T `,i�RI-A\;fNC _. 26 ' SEE SHEET 2 SURFACING SEE SHEET 2 { _... _ _.. E SHEE I EXISTING SIDEWAL.K.. �-EXISTING CURB t I � SEE SHEET S-1 SURVEY BY GE❑DATUM INC, FOR VERTICAL AND H❑RIZ❑NTAL CONTROLS, ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. NOTE:THIS SET OF PLANS SUPERSEDES ALL PREVI❑US PLAN SETS 130 140 150 Call 2 Working Days Before You Dig 1- 800- 424- 555 Utilities Underground Location Center 160 170 No, Date Revision 1 6/15/08 RESPONSE TO CITY COMMENTS 2 7/17/08 RESPONSE FIRE COMMENTS 3 8/7/08 RESPONSE CITY COMMENTS VERTICAL CURB AND GUTTER 4' PROPOSED ALLEY WIDENING HMA CLASS 1/2' - 2 LIFTS MIN, SAW CUT NEAT LINE — EL: 27,0 SEAL ACC❑RDING TO CITY OF RENTON TRENCH RESTORATION REST❑RATION AND STREET OVERLAY DETAIL 0,02 FT/FT I` 4' EXISTING ASPHALT` 6' PROPOSED BASE COURSE �-- PROPOSED ELEVATI❑N 16' PAVED EXISTING ELEVATION ALLEY WIDENING DETAIL B-B' 1'=2' H 1'=0.4' V 6' —SAW CUT 0.5' LEGAL: SMITHERS 5TH ADD TO RENTON w U W a CHECKED FOR COMPLIANCE TO CITY STANDARDS _ Date4S ve Date SW 1/4, SE 1/4, SEC 18, TWN 23N, ROE 5E, W,M, Date PROJECT: Renton Triplexes —ByInc. F B�r� Renton, WA E3RA CRL 9802 29th Ave. W.,, �°� - ' ,. ST-TEFT TITLE: Drainage and Alley Details CRL Suite B102 f CRL Everett, WA 982Q4/ 425-356-3372 o�� �1� DESIGNER: CRL JOB NO: T07250 425-356-3374 fM Ss10NAL � :�D BY: CRL SCALE: As Shown www.e3ra.com EXPIRES 03 Z 10 Qazt CHECKED BY: RCE SHEET.- 7 DATE: 6/15/08 FILE: phrent.dwg 7/ 0-5 R44V 407105 �I