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42"C SW-N CS 919 <br /> FLOW GIRTH RIM=44.28' <br /> IE=42.e5' 6"cV -E KEY NOTES: <br /> .Y IE=42.29 8"PVC-5 <br /> 3 CB 613 H 6' CHAIN lO RIM=44.77' LINK FENCE PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE.MANHOLE <br /> 01 l/) <br /> IE=41-51 B'T S W CB SOLID LID a14 TYPE 2 PER COE STD 606. <br /> RIM=43.77' <br /> - w uD=as.1 r a E=IE=39a1.n' s"Pvc-N O4 PROVIDE NEW COMBINED SEWER PIPE AS INDICATED ON PLAN AND PROFILE. <br /> TOP OF NUT=42. 1' 05' 12"CONC-NW <br /> UNDER CONSTRUCTION IE=3.09' 10"CONC-SW EXCAVATE AND BACKFILL TRENCH PER COE STD DRAWINGS 614 AND 615. <br /> �a� an CENTER", CS01-04,TYPE 2 MH 72' <br /> ce Bn ,9 ( 20� — M/a —RIM= Gay — E STA=14+89.99(-21.21'LT} PROVIDE STRUCTURE SUPPORT OF EXISTING FACILITY AT CROSSING. <br /> IE=43.18' e"DI- ¢ HI HWAY DECK t;I 1- M <br /> Ln sR am 337 EV CHARGE E 5 .3 RwR Lr) 21 MAINTAIN V CLEAR.PACK VOID WITH ETHAFOAM. <br /> E 48"W 48"W 48.. \. k 18„W 7 W —(fT8 G W U CJ <br /> g° amd on y W SDMH B 1 11 V <br /> Z Uc ro c ro RIM=44. uG PWR Z <br /> U 1 1 4 IE=41.0�j W <br /> V Q RIM=4 IE=40.�' 1 NW Q <br /> 8"ONC-NE �. <br /> QIE=42"C5 N _ BOTTTO F TE=40.5 0 <br /> o LJ 42 IE=29.06' NTER OF\;HANN�L UNAd LE FIRM To"ONG - w <br /> Lu 4S-� LI - (D Y W <br /> n ACIFI A <br /> O — "SS — — 42" SS — IE=33.77' 8"PV NE <br /> Ln o o � <br /> + m 20 o APPR X3LOCATION OF RAIN MANHO Y + <br /> Z N Ln <br /> -----MONUMENT CASE B02 - <br /> Q 2' DIA PATCH UNA RIM=43.1 Q <br /> POSSIBLE MAN LE \ TOP OF UT=38.96 F <br /> V) —SSMFT m T P T P TOP TOP TOP TOP TOP Ln <br /> W SIGN LL' <br /> LLI ' - -JO"55 -JG" - - - - - - - — <br /> Z EfiE s — — sc aU ss o Z <br /> UG ft F R W — <br /> J -- - '• -- �.00018" SD - - 18"SD - -- i B,UcSgwft-- -- 18' <br /> = 5.29 12"DI 12" W V <br /> U SC 22094-1500 <br /> Q12"DI w 12"DPW 12"DI®W 12" as <br /> RIM=43C L <br /> MER T OF UT 3.`�r5°`"R uc vwR LT uG R <br /> GRAPHIC x <br /> LAND APE d 1 / EDGE OF BOTTOM OF 2-2"RISE <br /> 4" <br /> 6' M <br /> CHAIN HIGHWAY DECK GIRDER <br /> O O © INK-rENCE /a E,-�7-5' M/S <br /> WV MA KER <br /> JILT TE <br /> 'A SBBUILTNOELEVATIONS AND STRUCTURES INFORMATION OBTAINED FROM CITY <br /> 6' CHAIN 1) _ 12'SD REFLECTOR CB B39 OF EVERETT CONSTRUCTION DRAWINGS FOR WO 2473 DATED 3-6-1995 <br /> LINK FENCE - <br /> '15,SOUTH PEDESTRIAN <br /> "SEATTLE" CROSSING <br /> CB B12 SOLID LID TYPE 2 <br /> LIGHT WITH SIGNS, RIM=44.25' <br /> "FREEWAY ENTRANCE" IE=39.60' 12"CPP-E <br /> CB IE=39.40. 12"CPP-w SITE PLAN NOTES TO REVIEWER: <br /> 1. ACTIVE EXISTING SIDE SEWERS TO BE VERIFIED AND SHOWN ON <br /> SCALE:1"=20' DRAWINGS AFTER 30%SUBMITTAL. <br /> 55 55 <br /> cc <br /> 50 W EXISTIN GROUND 3 50 <br /> a <br /> 45 — ' ' 45 <br /> 0 II II j <br /> o W O <br /> 40 40 <br /> o <br /> a 10"EX SO <br /> > T P EL=40.16' > <br /> Lu <br /> 35 35 L11 <br /> E LL 2D 21 LL <br /> 10"E K SO <br /> TOP L=36.68' <br /> 30 30 <br /> c <br /> 42'CS 373LF @ 41% <br /> 25 25 <br /> s 42"EX CS <br /> TO EL=34.35' <br /> 0 0 <br /> 5 <br /> a <br /> 20 20 <br /> V. <br /> ao 15 ............................................ 15 <br /> a a <br /> MAIN COMBINED SEWER PROFILE <br /> a 2 20 10 0 20 40 <br /> 5 SCALE:HORIZ:1"=20' VERT:1"=5' FEET <br /> Designed Drawing <br /> P.n 3 DtawnQALATISSEL AI EVE RE TT EVERETT 36TH ST CSO STORAGE PACIFIC AVE PIPELINE C512 <br /> Q.AL LI Q�OF'A' Sy�! <br /> Checked <br /> A 7 PUBLIC WORKS <br /> 1.ETULAIN IMPROVEMENTS & PACIFIC AVE PIPELINE CIVIL <br /> E N z acobs <br /> . DATE APRVD REVISION Design Review Level <br /> NO. <br /> Sheet No. <br /> PLANS ISSUED FOR 30/ o y 3,a 3200CedarStreet SEWER PLAN AND PROFILE (2 OF 4) <br /> O P -ISTEa`Oa�� WORK ORDER 3765 14 <br /> Everett WA 98201 �� <br /> BID CONST RECORD FS010NAI ENG 425.257.8800 everettwo.gov <br /> s a ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD REGION-10 � STATE-WA or Total <br />