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HomeMy WebLinkAboutWWP2703363.5N ►i a J TRACT B UND INT 1LI 730310-7777 �ONC�iPALL 3' FENCE W �X. 16" DI (W-2950)__. I o co o CQ o O Ij cn w TRACT A BRIM 1 S6 iP, z IE 12"CP�P(NW) 4S4_i O u UND INT of�V) I \ \ , 12"CONc T_ - STRUCTURE FLUSH I X. CB RIM 437.73 I - 6' FENCE 1-434.28 d) 434.28 P(S)-434.',: G+j - as — - - - - - DITCH _'�-FENISE IL-455.2 / 15"CONC I SDMH RIM-437.69 IE 12"CONC(NE)-428.09 IE 15"CONC(W) 4; FL# 102305-9005 IE 12"CONC(E` o A N I I SW SEC 10 I ­ )NNECT TO EXISTING 16" WATER LINE a I ? w J Lu > I -'- CONNECTION DETAIL #2 ON SHEET 10 OF 11 o i ft�I CD JA. 14+02, LT. 22' to Q I T FFMOVE EXISTING 16" PLUG AND INSTALL: o �,1) 16" GATE VALVE (MJxMJ) o ; I 10' 16" DI PIPE -__ ----- I 1) 16" SLEEVE (MJ) X w I- STA. 14+13, LT 22' 30.00' 30.00' I � 16" 45' BEND (MJxMJ) CONCRETE BLOCK z of COR# 35 N PJ=437.61 3 / CHNL 8"CON' /.W)-42F T 20"DEC TWIN 0"DEC 3 30DC� EX. WATER -- _ - - - - - - - -- -- -- -- _ _DITCH _-- DITCH - -- ---- - - --YY -- El 0 0 N 3 r i I DUVALL AVE. NE NOTE: BORING 2, (LOCATED STA 20+05) WHICH JUST TAPPED BELOW THE TILL INTO THE UNDERLYING OUTWASH AT APPROX DEPTH 20.5' ENCOUNTERED GAS WHICH MAY HAVE BEEN METHANE TRAPPED IN THE OUTWASH. THIS WILL NOT LIKELY IMPACT CONSTRUCTION DUE TO THE THICKNESS OF LOW PERMEABLE 00 NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR SHOULD MONITOR FOR POTENTIAL PRESENCE OF GAS IN THE TRENCH EXCAVATION AT THE 7L# 143765-0230 TIME OF CONSTRUCTION. TRACT A rT c J L_I 1 rL_VI 1 / - --- -- (TCH_ - --- ... — ... .. .. - VA P TWNSHP 2�5, RIG 5 , i 1 1Q STA, 14+55, RT. 22' 0 16" 45' BEND (MJxMJ) CONCRETE L'_OCK Q vLu AREAS I nA ARE ED SHALL BE #13725 SE 116th ST. REST(-: -_ ORIGINAL l CONDITION OR BETTER (TYP) #11606 137th AVE. NE I TL# 102305-9112 I I rL# 102305-9305 I I S-336305 I 430:.. .. III:.........:................................................................................................. 425:...... ....I .:...................:. A S— B UI L T I NFORMA TI ON BASED UPON F/ EL D SURVEY PERFORMED MA Y 1, 2008 BY PLS, INC. EXPIRES 8 21 09 1 AS —BOIL T DRA WINGS NO. REVISION 237 LF of 12" PVC :® 1.30% SURVEYED: DESIGNED: MAB DRAWN: p MAB qq MAB lO-0 CHECKED: JDH BY DATE APPR APPROVED: DMC SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 430 ................................I.I.1:.............................................................. 425 CITY OF DUVALL AVENUE SEWER MAIN RSTON DUVALL AVENUE NE Planning/Building/Public Works Dept. NE 8 TH STREET TO NE 10 TH STREET 08-14-07 FIELDBOOK: PAGE: DRAWING NO: S-3363 7O F SHEET: oF:1 1 0 oc