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HomeMy WebLinkAboutWWP6202165.1SECTION 18, TWP 23 N, RGE 5 E, W.M. 4"x4" POST 2 SPIGOT I� W/SPIGOT ._EC, OUTLET, f � EAST " WEST I xP O EX SDMH_ - - Cl, q� 4"x4" POST W/SPIGOT I� rug{t O O E� 47 I n i G 00 0 t I o` 8 � I �r s o o \ r 0 \ �r \ C'l 1 - CASING CARRIER PIPE n STA-�-r _ 1 LN uI=GCPOINT ,�IE5 s7s.552N p 5s37,4io 1 SERVICE LINE �� . o i � TENANT B F� 9�g z X STA ' LT. L� +6, �,� WITH SURFACE ���� 5 p ;o Ex. ssMH co SMH i `'5 N• U FF l RIM=23.36 SANITARY '_I wS=2% - '� �� IE=17.76 E o M H 48 1 j TOP=O 7.230 i TARP SEWER LINE' IE= 7.61 s U -, IE (N-1t8-3.s33 i SANI 8c SSMH4 C IE=I�.69 w cc N > SSMH3 ' - E 0 U T=1�2. 3.so9 i BETWEE CASED ' i x 1 Q IN STEEL � _f 15 _ TO BE AT 1'0 N 53948.606 5P ACERS w �, �� E 395589,795 4 O �,�; PIPE WISIHD OF BUILDING. ' �' i EACH U ` o SANITARY 1 EFFR TO PROJECT �J 15ER EASEME 5 EX. SDMH SPECIFICATIONS• SEW - ,00, = - _ 8STA ' 250 914,981 LT. 53FF w - E 395533.605 LT, 35 I_F M 1 H �k CEPTOR p 004 SANI ARY Ii 4" C, 4 VE EXIST. SSM SE INTER OX, i i r' STA S= ENp p REMO L1NES �,� GREA G B SMHZ $ CAP (SE : fl ' I�°. SHEET w SA PUN als I SANITARY MH p�OG W-B1 gc M �� s O S 6.366 WIDE C24; 35 [T�rP]) � \ AC I-n 100� g LAN P ==w ' ` 45� w TOP# 21. 0$ 6.399 p a WA1ER <, �e 12 fMIN• , ��eR�NG 1 1 , TO ,.,_�3• , �,�TA°r FAS .�., _.. _ 0 0 0 _ 0 _-� ,.,..... 12 D� �-- EX. SS MH EX SS• H TOP-r1C)-:75 61305 f� lE ANVE— S w ■ EX. SS MH 1� EIM11?47 (N) 0.75 IE N=10.35 RIM=20.41 IE=11.40 (S) IE S 10.25 rn IE=12.31 (S) �- IE 10"E=1,().;35 2.388 (CON FIELD VERIFY) TOTO F "-,WATER Sp'G°' N 53852.740SEE SHEET C-14 OF 36 FOR � E 395541.463 SANITARY SEWER PROFILE NOTE:PROFESSIONAL LICENSE STAMP SIGNED AUGUST 1995 CERTTIFIES AS-BUILTS ONLY, NOTE:AS-BUILTS FIELD SURVEYED BY PAC -TECH ENGINEERING INC, JULY 1995 NOTE: AS -BUILT DATA PER CITY OF RENTON SURVEY CONTROL NETWORK. 12' MAXIMUM GAL_PI CC) SPACERS - BRAND OR BETWEEN SPACERS EQUAL MIN. 8" WIDE END SEAL. � _ _,,END SEAL .. . .. ; i■ CASING, DIAMETER TO BE,, - DETERMINED BY CONTRACTOR CASING SPACERS SHOULD BE SPACED A MAXIMUM OF ONE FOOT FROM EACH SIDE OF JOINT ANY VARIATION TO THIS DETAIL SHALL BE ZEIVIEVVED BY THE CITY ENGINEER. SANITARY SEWER CASING DETAIL N.T.S. VOIDS TO BE FILLED WITH ANNULUS MATERIAL APPROVE NOTES: gY 1. SANITARY SEWER MANHOLE STATIONING r , f AND OFFSETS FROM EASEMENT CENTERLINE. 2. THE EXISTING SITE CONDITIONS SHOWN ON THIS MAP WERE OBTAINED FROM DOCUMENTS PREPARED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION OF ANY SITE FACILITIES. 3. SEE HARDIE AVE. PLAN & PROFILE SHEETS FOR CONNECTION DETAILS, SHEETS C-33 TO C-35 OF 36. �pF WASq" ql L i 28519 4 FGIST�R� ��, �a 10.4.14 CITY OF RENTON Leonard, Boudinot & Skodie Inc. DEPARTMENT OF PUBLIC WORKS aa PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 FRED MEYER Mount Vernon, WA 98273 RENTON CENTER Tel: 206-336-5751 Fax: 206-336-3981 SANITARY SEWER PLAN WEST 3 2E/ISIcKiS F,Ee GTYCOMME v151—, 4A= q /5cD/q4 DESIGNED: DEL DATE: 8/8/94 FILE NAME: 94058 2 REVISIONS PER CITY COMMENTS DEL HAF 8/12/94 DRAWN: DEL 1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94 CHECKED: H TF SCALE: 1 " � 5p' MELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET:C-13OF:36 INREGTOR OF PU6LIG WORKS a In