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REVISIONS rn N U o o Mz Y U U Z m Q w oW 0 Z ' LE to Q N CL W �® co �D0a N[L T =JF- � LQ r z Q WZwW WQ3:: Q z W 0 cr WW m Q L.L W Q cr m C17 .: 0 Q 0 LL Z 00 z z U a — W :Ew U oc a me c La a) m E C 0, C0) 0 N J = N JzZ azo U II Z of �w0 w Jou Z Da o wo H Z J awa U J U 0 Q J 7) U' 0 0 0 w 0 w > 3 v rr F a w a Ln 0 c U Q J w a a � a N W ~ I a u 0 U r Q �p F z w 0 U z 0 W z of o L,_ Lf) o s Ld U ry W d 0 w V) w it SEC. 15, TWP. 23 N., RNG. 5 E., W.M. -.. I ' r I D -� ---- ----------, I I L --_ ------- 4 I I I I ' I !---- -------F,;; o o o 31 1 1 48 I I 47 1 I 1 46 1 1 45 I I I 1 43 1 I I ( PAD = 401.0 I I 'PAD = 403.0 1 PAD = 404. 1 I I PAD = 405.0 I I I PAD = 406.;0 I I PA = 407,0 1 PAD — 399.0 1 I 1 28 I I I i I I I I I I I I I WZ PAD = 3975 1 LO _�----------------� I I' 1" WATER METES Z L TYP, SEE NOT) 3 q I_ �— — — — — — .------------� I I ft 1 I I I I I I I STA. 18+20.2±, 13.9±'L I I BREMER TON AVE. N.E. I (STA. 10+ 10.2±, 12-E.0R{'±�SRLN.E. ZND LN) S—(1�4d�FL�I I I - — =-- II I! 1N0 1 INV. INV INV. IN IN REMOVE EXISTING 8" PLUG 4 XISTING WITH 400,0 I 395.0 I 3970 9 ,0 39AND JOIN 9.0 400.0 I 1 --=8"�VERTW_4L - ---� 1-8" BLIND FLANGE - - 1-8" BLIND FLANGE W/2" ' I I I I I , . � - -L - - - - J- --1 ° , -TAR AND- -PL�}G- � 2�' to ®-1 AIR-- VAC AS _ L p ;1-2" TEMP BLOW- FF ASS'Y / tlj r Y i 10 PAD 8.0 7 o R-D. - - - - - - - - - - - - IT31 V °- �--e 10 54LF ' W.P. 8; D.1 W N J tt ;f 1 —� .,� 29' ° o g+oo zo+oo W �BBLF S PVC - _ - .ram :._ , ° op W BREMERTUN AVE-N.E. � 6 PVC - S=0.0200 ,. MIN. -" STA. 20+ 14.7±, 10.0± L REMOVE EXISTING 8" PLUG - t I� 18+07.0±, 7.0'±L. 1 AND JOI EXISTING WITH STA. 20+68.01, 10.00'L LI Q i 1-8"x8" NVERTICAL CROSS (MJxFL) �, J BREMERTON AVE. N. - - -- » 1-8 x6 TEE (MJxFLxMJ) (STA 10+00.2±, 02'±R 1-8 BLIND FLANGE 1-6" GATE VALVE (FLxMJ) 1 STA 20+ 4.0±, CENTERLINE FLANGE 2 F 6" D N.E. 2ND LN 1 1-8" BLIND FLA W/ " 16L LP. 1 ) I EX. SSMH No. 9 TAP AND PLUG � EX. SSMH No. 8 , _ + 1-5 1/4 MVD F.H. ASS Y _ _ RIM - 403.5_ 1-2 TEMP BLOW -OFF ASS Y RIM = 398. 7± _ 4 W/CONC. BLKG I 8 OU 0 IE 8" (OUT) SE = 379.26 ( - I 1-1 " AIR -VAC ASS'Y I l- + �' : I IE 6 (IN) W = 395.14 PER C.O.R. STD. DTL. 8095 IE 8 (1N) W =-379.3fr-�jZ°>• 35<1•P� 4 J LOT 6 SEE CONNECTION DETAIL 2, SHEET C33B IE 8" (IN) N=379.36 '`� ( �' (' E ._ *��-n�`` 1 8" (IN) ) N1-4�- 394 (0$4 �. _ , t ' :I mmalm.- 20 0 10 20 - — 40 GRAPHIC SCALE SCALE: 1' = 20 i KEY MAP 1.11.1/9l_L I I - LVV 40 VERTICAL DATUM (w ',10 tic) CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION = 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GA TE, ELEVATION= 407,96 FEET BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00 58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 180903, 998 / 1316622, 321 AT THAT POINT THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1,000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. rvrllrm-0 ALL WATER METER'S TO BE 1" /14 sow atilt v - CHECKED FOR COMPLIANCE RECOMMENDED t TO CITY STANDARDS FOR APPROVAL Date �IM106�- BY: Date BY: —_- - U�/ GIOrti Date ZI d � 1 O 5 IA � NAL ExRIREs: MAY 6, 2007 LO LO (A 00 UJ 0) 0 T M Q CO a zz Lo n1.- U J 0 N N uj Z wwIN<NWQ 11 Iq fr a- U- a- ct n W � W bA U �1 Z Z � �Z OW r� VJ Q N W010 N N VJ LO N X � JLL Q WO O Z J O° D W ON W N �LO d(!)3N - CEco I W � J 0[OJz W T W ©TNW® U_ _j8iWOL PP R� NO.: 02054 DRAWN BY: JGC ISSUE DATE: 03-07-05 SHEET REV.: 06-13-05 BREMERTON AVE. N.E. STA. 17+92. TO STA. 21+50.00 SANITARY SEWER AND WATER PLAN AND PROFILE 02054S*0 - (2g wr ": r -Aow • w `NP `A7 - ?,p Q � 4 1y 1, W7 W .324Iv i3� 5cAN) `.MINED OCT 28 1005