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CS B38 <br /> RIM=28.06' CB A05 <br /> CB TYPE 2 WITH GRATED LID IE=26.06' 4"PVC-NW <br /> n RIM=3125, RIM=2.72' <br /> rIE=-312 12"coNc-sE IE=25.9a' a"GONG-E E=zs�6' iz"coNc-N KEY NOTES: <br /> " IE=26.60' 8"CONC-E EMPTY RIM=26.97' IE=25-76' 12"GONGW <br /> 3 IE=za.ao' s"CPP-w TOP of Nura.zz lE=zs.az' a"coNc-w O1 PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE.MANHOLE <br /> - / "STOP USINESS <br /> IE=Sa.zs'a"coNc-w � RAwcER" TYPE 2 PER COE STD 606. <br /> IE=23.73'12°GONG-N "NO PARKING"- <br /> - IE=25.62' 8"CMP-NW METAL FENCE ON <br /> CONCRETE RETAINING WALL Po ER POLE Oq PROVIDE NEW COMBINED SEWER PIPE AS INDICATED ON PLAN AND PROFILE. <br /> 0 POLE TR NSFORMER(N) <br /> EDGE of BonoM OF Q FORMER(E EXCAVATE AND BACKFILL TRENCH PER COE STD DRAWINGS 614 AND 615. <br /> HIGHWAY DECK GIRDER LIGHT WITH SIG < 59 EMPTY R O ygTE T WVIW4 <br /> EL=57A' "/ <br /> No H, sz9. STo RIM=27 1 TRANSFORMER(E) S 20 PROVIDE STRUCTURE SUPPORT OF EXISTING FACILITY AT CROSSING. <br /> d yy bMd sH OW RIBB 4.67' <br /> N FACE F CONCRETE I- R�W HIGHWA - - - - - - <br /> `i BRID E ABUTMENT <br /> E U r4a MAINTAIN MINIMUM 18"CLEAR. <br /> 0 48 a f <br /> HE c q I 44 POTHOLE USING AIR/VACUUM EXCAVATION TO LOCATE UTILITY CROSSING <br /> z �—UG PWR UG PWR PWR I 2., <br /> RIM=21s8' 1 PRIOR TO CONSTRUCTION.NOTIFY INSPECTOR OF ELEVATION DISCREPANCIES <br /> OP r oe TOP IE=21 03' 6"COI y� OR CONFLICTS.SUPPORTAND PROTECT EXIST UTILITY FROM DAMAGE.PLACE <br /> V 42 CS REFLECTO as TE X �S BEDDING AND BACKFILL AS DIRECTED BY INSPECTOR. <br /> o �W — — — — — — — I 21. 2' 12"CO c-NW / I LPG <br /> W IE= s.5 12"CON -NW AS({pLT SDMH <br /> Ln IE= .08 12"GONG N Q <br /> p I IE=1 as' a"_P 99 <br /> 'a Lu o o \ IE=13. 3'C CHANN 4 BRICK LI ED "CON (SE) <br /> + ; PACIR AVE ^ —� E=18.15' 6"CON N) <br /> Z Lrl .i .i ON M NT CAS , ' "CON E) - <br /> � ,CSOl-05,TYPE 2 MH 172 — Ss — ae„svS 2 <br /> Q STA=18+67.49(-9.03'LT)JESrRIANS" —' <br /> N <br /> L TOP TO T P P TOP TOP TEE INTERSECTIO e �lr <br /> 30" EWER (GI ALT ED <br /> W f� <br /> 3 SS - -30'SS 30"SS - -10 - -30"55 - 55 - -30" - -30"SS)-A -30" 96 S -30"SS T <br /> TO BE CL <br /> J UG PWR _ G PWR _ u1QPw <br /> 1 SD -7 <br /> 18" D - - 18" SD - 18 S -- _ UG PwR <br /> 2 12"DI W _ 24" - —uc P <br /> 24"SD ITORING WELL <br /> FE� - 24-S - <br /> Q 5 G <br /> CE OF CONCRE I-5 PWR 2 51 <br /> RIDGE AS S 22094-985 6"CI V,® C�c �AD \ 6'L <br /> "STOP Sid*-k)N 30" RW 12 W 12 1 W KNOWN UTILI LINK <br /> RS �-REFL W TER <br /> M b \ <br /> L L % B 840 0 <br /> EDGE OF BOTTOM <br /> IE=24.68' T IT S S. 6 IA <br /> OF HIGHWAY DECK �� 12"CPP(S) <br /> GIRDER EA'BOTTOM6' CHAIN T T L K <br /> EL=56.3' REFLECTOR MH N 2 <br /> LINK FENCE NO RIGHT TURN RR RA K <br /> IM 21.0' N RLI <br /> "DO NOT ENTER", S a UIUIL ETEVA ON A4' <br /> ONE WAY",SIGN ON OE IN 0 CI 0 EV <br /> 24"CONCRETE BASE A G FO 2 3 AT 6 99 D E <br /> DMH 803 RI =2 2 <br /> RIM=27.75' _ .0'C C NN <br /> T 0 <br /> F=1a-15' 12"PVC-N 1 "CO C W ^`1u R P NOTES TO REVIEWER: <br /> SITE PLAN 1. DEPTH OF EXISTING EXISTING 48"STEEL WATER MAIN BASED ON <br /> SCALE:1"=20' SNOHOMISH RIVER INTERCEPTOR CSO RECORD DRAWINGS. <br /> CONFIRMATION PENDING RECORD DRAWING REVIEW OF WATER <br /> 40 40 <br /> MAIN RECORDS AND POTHOLING. <br /> s <br /> a <br /> _ x <br /> _ w <br /> 35 35 <br /> EXISTING ROUND <br /> 30- � 30 <br /> N n <br /> 0 ^ I <br /> � 0 <br /> 25' Z 25 <br /> C U WLu <br /> W <br /> > 12"EX SDJ > <br /> J 20• 20 J <br /> E W W <br /> 12"EX "EX SD <br /> N 42" 373LF OP EL=20.7 ' <br /> 3' 0� <br /> 15 15 <br /> 22 20 <br /> EX SE NER <br /> 10 TOP EL=2 .10' 10 <br /> s 12"EX SD <br /> TO EL=22.38' <br /> 0 0 <br /> a 5 48 EX W 5 <br /> 3 SEE NOTE ITO REVIER <br /> V. <br /> ao 0. ........................................................................................ ......_.................... 0 <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 /> n 3 DtawnPTI55ELL J`P1,,TISgF EVE R E T T EVERETT 36TH ST CSO STORAGE PACIFIC AVE PIPELINE <br /> Q AL ALI AS <br /> C513 <br /> . Q�OF <br /> Checked <br /> A 7 PUBLIC WORKS <br /> ET IMPROVEMENTS & PACIFIC AVE PIPELINE CIVIL <br /> No. <br /> E 1. L N z acobs <br /> NO. DATE APRVD REVISION Design Review—Level <br /> Sheet <br /> PLANS ISSUED FOR 30% o R IS 32rett,W00 9820Street SEWER PLAN AND PROFILE (3 OF 4) <br /> O P FCISTEa`Oa WORK ORDER 3765 15 <br /> Everett WA 23 <br /> BID CONST RECORD FSSJONAI ENG 425.257.8800 everettwo.gov <br /> s a ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD REGION-10 � STATE-WA Of Totzl <br />