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HomeMy WebLinkAboutS-361611W T Z F � z w 7 O O a U) z W X W Cc W W F- 0 rr U) O Q U) U) ---� J REPLACE EXTRUDED Is --_iI .RAVEL DRIVE _ p BITCH 1, °�I11.�_ �\ 5'o -I-- I — --+- -. 694+00 ¢ TRENCH RESTORATION � '_DEfA1L SHEEP DT -Ot (TYP.) _ . _ —._ n w - -461 -- _ - - -- - SAWCUT LINE (TYP.)-, PAI -- µ - -- �� NG CONDIj'IONe(TYP C- 0 EXTRN TRENCH PER DETAIL SHEET ODT -TN 01 (TYP.) e3 � �_ yK/ SAWCUT LINE (TYP.) 5 'a A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA REPLACE GRAVEL IN DRIVEWAY (TYP.) P / DIPTOM — p \ \SA \T\ = STA. 101+71.63, 168TH AVE SE POINT NO. 202 - CASED MONUMENT N: 178014.12 E: 1323136.66 SEE SITE SURVEY CONTROL PLAN SHEET KEY -SV KING COUNTY ROW 1 REPLACE GRAVEL IN DRIVEWAY (TYP.) 1 1 zl_AVE.�___�__ DRIVE P _ D DrtCH --- P. P-_._ P _ 505 +00 r— II - ----- -+-- -- 160' RAW __._1 50 1 +0D SE 136,T \H ST I � _ � o /U q FIRt LANE CURB /.' LIBERTY HIGH SCHOOL PID #1323059038 CONSULTING ENGINEERS LLC WARNING: EI0.auft210 I ®I ICI Fetle,al Way, WA99003 THE UTILITY LOCATIONS SHOWN WwW.eamcivil.com� SeB; in=ns I P d Su o�a9«e" I ��w, 11- nin,°xne�wre ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011 NO. REVISION REPLACE CRO' DOUBLE 8 "x8" Mm 03=1 a� LANE STRIPING m _ I EDGE OF PAVEMENT; SEE SHEET RD -02 ..1 ° m I I i 5' 2N > r-< W IP IP i o, OI P p _ P T 5 -36161 7ESM 181 S3 $VRYEYID: Sf/YE' � ` mmp _® CITY OF �� =/�A� X°NIZONIIL N.➢ 19B3I1991 aPnwN: —.1` RENTON � eXEC"E9i AT FUU $cnE Planning/Building/Public Works Dept. AN IF NO( ONE INC" APPNOVSO: Sro ACCORDINGLY n SCALE: 1 ° =20' HORIZ. 1 " =5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. PRIOR TO TRENCHING ALL HARD SURFACES (PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE TO BE SAWCUT FULL DEPTH. 3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN THEIR ORIGINAL CONDITION AND LOCATION AFTER CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007 KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020. w BRIARWOOD ELEMENTARY j SCHOOL a o" $ 0 °B �2 3 r SE 138 J E J SE 137TH PL ❑ 0[N LIBERTY W HIGH SCHOOL JLJUL_JC._._�`J SE 144TH Si MAYWOOD MIDDLE a SCHOOL KEY MAP NOT TO SCALE LEGEND C PROPOSED PAVEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. IP FILTER FABRIC INLET PROTECTION. D PEA GRAVEL FILL SAND BAGS PER KING COUNTY STANDARDS CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT ROAD RESTORATION PLAN PLAN AND PROFILE: S.E. 136TH ST. LIBERTY HIGH SCHOOL TO 168TH AVE. S.E. 5 -3666 PACE Il