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8"PVC IE 526.76(E) LEGEND: <br /> NS ce(o3at PROPERTY LINE <br /> oLnF,,, ) <br /> RIM 531E)' FOUND WASHER C ETAC,NAIL E O/ <br /> 6"PVC IE 529.46(N W)` CONCRETE <br /> 6'PVC IE 529.24(SE)• - OBS: N,0.0'x <br /> 6"CONC IE 528.81 (E) / w o r WATER LINE <br /> •UNABLE TO FIND END o —W M— <br /> + 6 CLFNC OF Pi PE `n� (7/15/21) <br /> -.-- . ... . : . . .: . . .. 1R FIRE HYDRANT <br /> . . . . . . . . . . . . .r. . _ . . . . . <br /> imm <br /> ' ' ' . _ ..—�. GATE VALVE <br /> FITTINGS BENDS <br /> - CONCRETES •-••• V <br /> w t oaas> STEEL 1 . ss SANITARY SEWER LINE <br /> STRUCTURE - <br /> Q. <br /> \1'0 X_'TALL CONDUIT �I A E) tauP• i• �y — • SANITARY SEWER CLEANOUT <br /> _ I �. <br /> 0 C'No U11IL1SY\ <br /> PAINT"NO SIGNAL" 1 J CB(10476 <br /> i0 EAST 1 \ RIM 531.87ICV <br /> - <br /> YD(0543) <br /> 4"\ CIE 40.22(w '�-` • <br /> SD . ` NO AS UT LITY NOTES. <br /> PA I TIN REA ••P+5'T• •• V ` ._.,I <br /> SS 1. CONNECT TO EXISTING WATER MAIN. PRIOR TO CONSTRUCTION, <br /> US TOP" CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND <br /> fFE=sas 9' w eRE Does r is PPM INE coNNEcn ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH <br /> `� ENGINEER. <br /> COLUMN ONCRETE "E 1 c s3z_ 2. CONNECT TO EXISTING SEWER. PRIOR TO CONSTRUCTION, <br /> WALL d�—a <br /> I'.1 � / oA CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND <br /> \ TIMBER" Ps CB � o i PST / ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES NTH <br /> RIM 1 f ENGINEER. <br /> • 4"PVC IE 541. <br /> 4 PVC IE 54 <br /> a"CPP IE 54� Sep\ 3. THE EXISTING SEWER BENEATH THE NEW BUILDING MAY NEED TO BE <br /> D f B 1043 - REPLACED W1TH MATERIALS THAT MEET THE UNIFORM PLUMBING <br /> 4 4"CONC IE 54;. <br /> *� IER 31 533.(E)II <) CODE. CONTRACTOR SHALL CONFIRM EXISTING PIPE MATERIAL WITH <br /> CITY INSPECTOR PRIOR TO BACKFILL <br /> PST CB(11004) / / / <br /> ouw�rsa3ss EB 1 cv 2ti / 4. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS NTH LESS THAN <br /> 6"PVC W/ELBOW IE 51�/ ',S; / IR 53. V �" V 18' CLEARANCE. <br /> BOTTOM ELBOW 5 .10 4 W) ccc111(NO PIPE WEST) PVC IE/ O 1 CONC — :N) <br /> 2'CONIC .17 <br /> CB(20627) F e 1 ') -/{/ ---534-_ <br /> b ON GUNt-kE TE LAB I � <br /> -STRUCTURE FULL OF 7802 EVERGRf. " _ CB 1'3, <br /> DIRT,UNABLE TO ASBUILT EVERETT,WA. EX SEWER CONTINUES <br /> SDCO(20590) <br /> RIM 545,74 BENEATH BUILDING. J� X SEWER. <br /> 6"PVC IE 54z.4s(E) CONTRACTOR TO �/ t RIM <br /> C TRACTOR a" <br /> VERIFY LOCATION AND TO VERIFY <br /> EX CONDITION LOCATION 3 cv <br /> SO �� <br /> AND EX C5.10 -' here I/ v Icv <br /> RIM s45.82 CONDITION. <br /> IE 54270 W) �- 4 SANITARY SEE NOTE <br /> LSD SEWER <br /> C5.10 CLEANOUT <br /> SDM <br /> OIL/ _N` <br /> BC T' --- A EAO TNT IN V_ i ,((7 <br /> 111- <br /> �l \ /� <br /> [ V <br /> • I �V poi ° <br /> _ DT I <br /> r-1 <br /> C (10 Cp <br /> ucT.w <br /> \ ' OP 5 UCTll <br /> If <br /> IB <br /> R ESM <br /> 0\ <br /> FIRE REa . s oaoo u0 f O01 <br /> HYDRAN 05.10 <br /> 1ST) R J N,. 091200 SO \ <br /> T) J (1) 8"x6" TEE (MJxFL) L <br /> 1 6" GATE VALVE C5.10 3 / T6M 'B' .� <br /> I _ ( ) \ &/ EL=537.88' <br /> �1 �M— <br /> ..:1: �ICV <br /> ey <br /> ey <br /> f MICV <br /> ce(10085) <br /> RIM 537.60 <br /> 1 / 12"CONIC IE 533, tEj <br /> 10 LF 6" DI v �, 12•CONr IE 53183(N) <br /> WATER PIPE - <br /> 0 10' 20' Q, <br /> 1 inch=20 feet <br /> 1 3/30/22 TJP KEC JOE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> AST/KWP TJP apN EBEh LMJ HYUNDAI SHEET <br /> CHECKED BY APPROVED BY <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 . Call 811 Z, OTT d 7800 EVERGREEN WAY, EVERETT <br /> two business days 16015th Avenue,suite 1600 <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig Seattle,WA98101 �� o0 <br /> DATE 2oW.622.5822 <br /> 11/23 2022 kptf.com �p4 Q UTILITIES PLAN • <br /> S C A L E: 9ope PACrsTCRND`�� <br /> J 0 8 No. : 2100507 9grONAL <br /> N0. DATE BY CHID. APPR. REVISION AS SHOWN 1/23/2022 <br />