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HomeMy WebLinkAboutS-362155z a w Z 0 O a Z W x W It W W Ir F_ O U Q d Q A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA SEE SHEET SS -05 MATCH LINE STA. 408 +00.00 U I I' EXISTING 12' DE EASEMENT III � t7 I a Ii ; 8Q b I p / o � 1 , I IN EX i I DI I a \e I I IIi� 4 'N) 1 I O , l l l sl o �Igl, b O 11 FXI �Nu �DMH o I HI s + I � � r.- ��10 oPEN) F i LO 1 N Vf --- - - - - -- / a h (G Z N �2j__ V) W — — — — — _ — — — — 2— W Z / _ 428 J �I/ 8 "0 PVC C900 S.S.F.M. 15' PROPOSED CITY OF 2 RENTON SANITARY SEWER EASEMENT S.S. CLEANOUT STA. 405 +89.88 N: 177505.98 E: 1322220.75 I� 415 410 405 +40 EXIS, IDS SD B RIM 'IE 15' PP 3 IE a CPP 41 a./ ,vF1 EXP IN_,' 11 CPP EXrnNC PowER FOOTBALL FIELD & TRACK - STA 407 +31.48 N: 177409.63 'E: 1322315.82 1 1 -8" 45' BEND (MJxMJ) 1-CONC. BLOCKING 'STA. 407 +16.48 N: 177409.08 E: 1322300.83 1 -8" 45' BEND (MJxMJ) 1 —CONC. BLOCKING 40_� \kyv1 LI 0 435 O It + CLO 430 N cn Q = N 425 N W W Z N J U 420 Q 415 410 405 +40 EXIS, IDS SD B RIM 'IE 15' PP 3 IE a CPP 41 a./ ,vF1 EXP IN_,' 11 CPP EXrnNC PowER FOOTBALL FIELD & TRACK - STA 407 +31.48 N: 177409.63 'E: 1322315.82 1 1 -8" 45' BEND (MJxMJ) 1-CONC. BLOCKING 'STA. 407 +16.48 N: 177409.08 E: 1322300.83 1 -8" 45' BEND (MJxMJ) 1 —CONC. BLOCKING 40_� \kyv1 LI CO 405 +80 WARNING: F, eral.,ay.W ",.,.,, ". � ®i ®i�►i Fetlaral Way. WA 88003 THE UTILITY LOCATIONS SHOWN www.esmcivil.com i'"3°•`«m" oa E^aawl.a I nl« niana.m.in iXe I l�ar"ak ma'i.°.ut:wn ARE APPROXIMATE ONLY. DEPTH °"° p UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 406 +20 406 +60 407 +00 407 +40 NO. I REVISION 1 BY I DATE 1 APPR 407 +80 Ei "1 435 0 O 430 GO o N N 425 N = W H Z W J W N 420 V Q 415 POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CIVIL CONSTRUCTION PLANS. AS —BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE AS— CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY A PTED U ROFE$$SIONAL ENGINEERING AND /OR Sl NG RAQ7 JONATJ{A" . KAR�E111'. �. NO. 41959 c� 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. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. 4. MILLER GUDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. Ed m SE 136TH ST SE 137TH 'L � 2 a 1. SE 144TH Sf KEY MAP NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS 410 S=362 15 5 •,9'�i,w, ISSAQUAH SCHOOL DISTRICT -�' A } CITY OF RENTON SANITARY SEWER EXTENSION - P2 I -°tE ixU1ix11 __I DATUM .*r � L I Planning /Building /Public Works Dept. PLAN AND PROFILE W" ME 1e11 � y STA. 405 +40.00 TO STA. 408 +00.00 06', :5 3 a1 5 vw� SS 04