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W Q z F- U w O Of n i;i W N ' I M 3 N � a C 1 2 i HALGREN S WILLIAM a 9353300930 HALGREN S WILLIAM 9353300940 3 ®® I B �V o VACANT VACANT co CP #20 635 -7.20 M/W i N =183362.327 a E =1318767.838 — ELEVffi520.82 - - - -sts� 20' k,,e i IE =519.6 a 12 "CONC -- OHL OHL OHL • IE «519.5 i� � nn ... I � --------- __ „-------- --- -__ 12 CONC a _ a _ -521-- a J — 7 J N N �p O - a N IE =520.0 12 "CONC IE =520.2 12 "CONC a ' � a� i I� , , a �a ,p: a m, I- 11:1I�t M #2 ASPHALT s1 D as CONC Tz AVEL 22 - ---- -- -- UP/UT IE =518.5 12 "CONC ��S a 0 I/ colic T / o HOUSE #12009 FF =524.7 0 3 HALGREN S WILLIAM 9353300950 VACANT 519-- ___- -- 30" jCON 32 i OHL OHL ----- - - - - -- 1 I I IE =517.1 12-CONC 4 HALGREN S WILLIAM 9353300960 VACANT CB RIM = 519.32 IE 12 "CQW(§,N)= 517.82 — ONC(E)= 517.72 - - - - - -- - - - -- 518 — 6 „ —DI - - - - -- - -- - -- ff w -- — 155 0 3 o G G G G SD / GRAVEL GRAVEL / CONC BORDER / I IE =518.3 12” • DAR KEYSTONE 12 "GONG 8 ",10 "DEC WALL IE =518. .� 15 "CED CB RIM = 519.55 CON 8-PVC CONC IE 6 "CONC(W)= 517.60 0/ DRIVE "DE ` IE 12 "CONC(S 1111 — 17.55 \ 32 "CEDAR EC CO CB SOLID SOLID RIM= 522.03 IE 4 "PVC(N)- 518.83 IE 8 "PVC(E)= 518.83 I I fCP#19 635 -6.19 N= 183132 E= 131876 iW im C I 6" PVC SIDE SEWER STUB P (TY ) . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . 530 ................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . ....................................................................................................................................................... .............. ......... ........ . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 520 EX. GROUND ® ROAD CENTERLINE . . . . . . . . . . -0 : 0 0 0 :12" Conc. 0 ;water ; : undgrnd water Storm - water ...... ......... ------- ...................... ..:.........:....................................................... power.......--- ........... service ................................... ............ service.:..... phone . . . . - . . . . . : - 479 LF OF 8" PVC @ 0.5% 510 A4H #2 - N 983364.40 . . . . . . . . . . E 93 98755.47 . . . . . . . . . . NEW 48" MH RIM= 529.0± ............................................................ ........................... . . .. ............ .......... ................................................... ............. IE 8"S = 5'3.90 . . . . . . . . . . EXPIRES 8/21/09 NO. I REVISION SCAM 1 " =20' HORIZONTAL- D ; 9W/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WHITE FENCE RANCH SANITARY SEWER EXTENSION 155TH AVE SE MAY 2008 FIELDBOOK: PAGE: DRAWING NO: S -4 SHEET: OF. 4 15 SMEFS