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o Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br /> Wz LO <br /> - y N <br /> 16 O <br /> L� � <br /> N GI O <br /> o_ o � <br /> N C N <br /> a o <br /> � N <br /> o151t T M <br /> y --- -- I <br /> INC -- i--- - - <br /> W: °� P� 0 2.0 40 <br /> EX SSMH t Ankrom Moisaln <br /> --- <br /> _-- __ ________ ____ -- - RIM 100.42 e <br /> ---- _ __ _ __ _ " VC 6„IE(W)94.93 <br /> - s --- <br /> 11 UN ERGROUND SNO 12"I (N&S)78.10 M w w 38 NORTHWEST DAVIS,SUITE 300 <br /> '�� EX SSMH --- pp 4 §s----- ss--a- - - - ---�- as PU E I AL NEW 2"IE(E)95.94 „3 PORTLAND,OR 97209 <br /> RIM75.00 V o s (a)sss$I�-�s ss ass ` H <br /> 503.245.7100 <br /> C.O.C.75.00 F I___ 1HO - <br /> 8 CP(E) _Os Os-u E o P - VERTICAL DATUM <br /> Lg� X 00 <br /> 12"CP(N) `� 98101 <br /> --- ss m ° A ESTABLISHED BY GPS206.576.1600 <br /> 1505 STH AVE,SUITE 3 <br /> 1 d)SSS ' SE WA <br /> do n do an do do do dn-{ do do do d do s n ssn Ss �s n Assn ssn sn `N^ssn ssn ssn o ass_ ss_ ss&�ss s °SS ss s$ s ss �ss <br /> SS SS S -Ss-SS-SS SS SS SS Ss Ss SS SS SS .� <br /> N A <br /> -_ NAD HORIZONTAL1 DATUM. 1014 HOWARD STREET <br /> (" A ALLEY a PARKING G EX SSMH _- SAN FRANCISCO,CA 94103 <br /> m PARKIN RIM 99.58 CENTERLINE OF LOMBARD AVE . <br /> _ _ i 415 252 7063 <br /> O 7 (S00°39'30"E).BETWEEN 33RD ST AND 34TH ST ©ANKROM MOISAN ARCHITECTS,INC. <br /> _ - o C.O.C. 8.70 i <br /> 12"CP(N&S) c� <br /> CAP EXISTING SIDE <br /> SEWERS G-r--G <br /> W LEGEND <br /> 0 -Ss- PROPOSED SEWER LINE <br /> w- PROPOSED WATER LINE <br /> pS oy I" 0 PROPOSED WATER METER <br /> S / PROPOSED DCVA <br /> pe. PROPOSED FDC <br /> WA RPBA REQUIRED STA 14+41.3,85.1'LT C� ►II/C PROPOSED TAPPING TEE <br /> N IRRIGATION <br /> 4"DI WATER SERVICE <br /> O 7 PROPOSED CAP <br /> 2 SERVICE REMOVE&RECONSTRU �OMPIASS <br /> ONCRETE WALK AS REQUIREDPROPOSED SEWER MANHOLE <br /> RPB AND G • PROPOSED SEWER CLE:ANOUT Health <br /> DCDA LOCATED STA 14+44.3,$5.0'LT <br /> 35 LF 6"PVC SIDE SEWER IN MECHANICAL 4"90°DI BEND,RJ <br /> S=0.020 FT/FT(MIN) ROOM THRUST BLOCK <br /> SSCO BUILDING STA 14+45.7,76.T LT <br /> RIM 82.86 MOUNTED FDC 6"90°DI BEND,RJ RJ=DUCflle Iron <br /> 6"IE 70.56 THRUST BLOCK Lc'�T <br /> S <br /> PER C.O.E.STD DTL 604 m STA 14+41.2,76.4'LT Restrained Joint U <br /> 0 6"DI FIRE SERVICE 78 LF 2"PE <br /> 17 LF 6"PVC SIDE SEWER <br /> S=0.135 FT/FT STA 14+43.8,47.3'LT 87 LF 4"RJ <br /> 4"45°DI BEND,RJ 70 LF 6"RJ <br /> SSCO Z6"IE <br /> SERVICE THRUSTBLOCK FSTA 14+51.4,IRE <br /> APPROXIMATE development partners <br /> LOCATION OF <br /> WITH STA 14+32.9,36.7'LT EXISTING FIRE <br /> m RIM 80.94 300 LF 6"PVC SIDE SEWER 100 LF 6"PVC SIDE SEWER PLANS 4"45°DI BEND,RJ 35 LF 6"DI HYDRANT <br /> ss Ss 6"IE 72.86 S=0.020 FT/FT S=0.020 FT/FT THRUST BLOCK <br /> (�SSS PER C.O.E.STD DTL 604 <br /> - <br /> - <br /> M <br /> S°S-SS-�$SpS ASS aSS>y SS ,SS�SS-56�SS� .SS _ <br /> B° <br /> C.O.2"IRR.METER PER <br /> E.STD DTL 502 <br /> � n 4"METER PER I I REMOVE,RECONSTRUCT o <br /> 2",18.TAP I I �A6 REQUIRED <br /> CONCRETE <br /> IRED <br /> IRR. <br /> C.O.E.STD DTL 504 I I ADA RAMP& <br /> STA 14+17.7,18.8'LT <br /> TII _ M- O <br /> M M M�M M M M M M M M - /`i, M M M M M M M M M M M M M M M MSTA 14+28.7,1$.$'LT L J J STA 14+51.1,18.9'LT o <br /> EX SSMH �' SSCO SSCO 12"X6"TAPPING TEE c 12"X6"TAPPING SLEEVE o <br /> RIM 81.39 SAWCUT&PATCH RIM 82.05 COORDINATE WITH RIM 83.30 6"TAPPING GV,FLXMJ 6"TAPPING GV,FL.MJ o <br /> C.O.C.67.59 ASPHALT PAVEMENT 6"IE 74.86 FRONTAGE SIDEWALK 6"IE 76.86 BROADWAY AVE THRUST BLOCK o THRUST BLOCK o <br /> 8"CP(W&E) PER C.O.E.STD DTL 326 PER C.O.E.STD DTL 604 DEMOLITION - PER C.O.E. DTL 604 - - PER C.O.E.STD DTL 514 PER CO.E.STD DTL 514 <br /> 0 <br /> 14,00 14*80 <br /> - ssn - --- 11-00 - - 12*00 13+00o s o <br /> 10*00 CONNECTSIDESEWER o 0 <br /> TO SSMH#1 PER C.O.E. SAWCUT&PATCH <br /> STD DTL 605.SEE SHEET ASPHALT PAVEMENT o 00 <br /> i C3.0 FOR INSTALLATION - - - - - PER C.O.E.STD DTL 3 <br /> - - - - <br /> 0 0 <br /> 00 <br /> 00 00 00 00 00 00 00 00 � a <br /> WQ <br /> a LU <br /> Y ¢ <br /> CITY OF EVERETT STANDARD WATER NOTES CITY OF EVERETT STANDARD SEWER NOTES U LU <br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF O w = <br /> EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION EVERETT STANDARDS AND WSDOT/APWA STANDARD J } H <br /> DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING, SPECIFICATIONS. m Q J <br /> DISINFECTION,AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL W <br /> TEST RESULTS. B.NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, Q pQ = <br /> CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, to <br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE INSPECTED,AND APPROVED BY THE CITY INSPECTOR. O N <br /> BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S 0 cc <br /> EXPENSE.THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT C.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN Q m d <br /> LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION.THE OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR O C4 2 <br /> PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CC M O <br /> DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY m fM U <br /> ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING <br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL <br /> EVERETT STANDARDS. NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES <br /> REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO <br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. REVISION DATE REASON FOR ISSUE <br /> PRIOR TO THE START OF CONSTRUCTION.THE CITY OF EVERETT 1 12/15/21 50%CD'S <br /> PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT D.ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY 2 7/12/22 GMP SET <br /> LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND <br /> GRADE PRIOR TO STARTING CONSTRUCTION. 3 12/12/22 REVISE PER COMMENTS <br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT <br /> SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO <br /> CAN BE CONTACTED REGARDING PROBLEMS DURING NOTES <br /> CONSTRUCTION ON A 24 HOUR BASIS. 1. CITY OF EVERETT WATER CREWS TO PERFORM ALL WORK ON <br /> CITY WATER MAINS INCLUDING TAPS,CONNECTIONS,AND TURNING <br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES OF VALVES.WORK DONE SHALL BE AT OWNER/CONTRACTORS <br /> VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE EXPENSE BASED ON A COST ESTIMATE PREPARED BY THE WATER V Hq <br /> CONVEYANCE SYSTEMS. DEPARTMENT AND PURCHASED AS A SEPARATE UTILITY PERMIT. ,10 <br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC 2. SEE IRRIGATION PLANS FOR IRRIGATION LAYOUT AND <br /> WORKS DEPARTMENT PERSONNEL ONLY.ALL VALVES,NEW AND CLEARANCES FROM LANDSCAPE PLANTINGS. <br /> EXISTING,SHALL BE ACCESSIBLE AT ALL TIMES. <br /> p,33745 ep <br /> �6Cf9TEt`�1� <br /> 70NAL �UiUT <br /> SANITARY SEWER & <br /> WATER PLAN <br /> CONSTRUCTION <br /> DOCUMENTS <br /> -i.T- I PROJECT NUMBER <br /> 12.12.2022 21-056 <br /> SHEET NUMBER <br /> C2.01 <br /> PAWORKTROJECTS120210-056 ANKROM COMPASS HEALTH\CE\DWG\SHEETS\C2.0 UTILITY.DWG 12/12/2022 uuwsusxsourowccowwom®zm svxw,aasrvawssacwresirvc. <br />