Midwestern Engineers, Inc. Plan Preview

z D.L CAP HYMAX COUPLER -r '---- PVC SDR-21 WATER MAIN EXAC. WATER MAIN CUT&CAP DETAIL FORAC. MAIN Miller, Ralph A and El aineM 19-10-32-500-029 001-013 INSTALL NEW 8" PVC SDR-21 PIPE WITH TRACER WIRE BY OPEN CUT PLACEMENT 2' OFF OF THE EX. 4" WATER MAIN. INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE NEW FITTING INSTALL A TEMP. 1" CORP. STOP AND FLUSHING CONNECTION FOR FLUSHING, AND SANITIZATION OF NEW 8" WATER MAIN INSTALL 6" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE NEW VALVE S.N. 1 F.SMT '"" 80' R/W / ------------- /I I I � Exist. R/W- ---1 I I 2' POINT OF CONNECTION DRY TAP EX. 6" MAIN WITH 8"x8"x8" D.L TEE, TWO (2) 8"x6" D.L REDUCERS, ONE (1) 6" GATE VALVE, ONE (1) 8" GATE VALVE, AND TWO (2) HYMAX COUPLINGS 12' M Rl 2' 2' S.N. 2 INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE EX. TEE POINT OF CONNECTION DRY TAP EX. 8" PLUGGED TEE WITH NEW 8" MAIN AND 8" GATE VALVE INSTALL 8" BELL RESTRAINT S.N. 1 8" HARNESSES ON A MINIMUM OF TWO �-----ft-11) JOINTS FROM THE NEW FITTING S.N. 3A 252+97.0027.o,Q' ' \ I 2&2+79.98 -: 9.78' @ 4' 22 --11--'--l-- 18' 2' ....,. "' Jt,ff/ ", & 4" INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE EX. TEE M3 253+85.13 20.27' 1' 4' S.N. 3A CONTRACTOR TO CUT, CAP, BLOCK AND FILL EX. 6"AC. WATER MAIN TO BE RETIRED IN PLACE UNDER S.R. 162 WITH FLOWABLE FILL (120 L.F.) 6' 2' 14' 14' f I S.N. 2 449, 41' Lt. Str.No.11 H, L-2 w/ ' of 36"x24" RCP S.N. 8 Eckstein,Jeffery S 19-10-32-100-008.000-013 +53 5tr. No. 12 S.N. 1 4' of 18" Pipe Extension +95 (Gravel) w S.N. 2 24"x36"RCB M R 4' \ 4' \J. 4' w 0 2' ! t,2�t 4 ,•�l=��):::���Ss�.R�.6C4 ====�� c==========1�,�t=,�===�=======�==r--1 6' • - - - - - .....,:____.- 252+79.07 1� 5' / M3� _ 20 20 R 253+8!.54 8.45' 6' . ' ' tn] � � 3 -..--�. � • - \' 1/ §' E "PR Al" 1/ is � f.B,,\;_, 252+34.99 - 4. , // • � X • PLRWSD PHASE V SEWER MEI PROJECT #97023 SHEET 14 24'x36"RCB -------- � lO 0 l o UJ + UJ <O I � en · Z ;:: 0 en Cl UJ F z z ::::i 0:i:O 0 UJIz<>::­ :::: -' NOTE: SCALE: 1" = 20 ' - f!'' fl ¥ fM ii j 0 ti •a,o 20 r .,. e•= ,_..,.....,_ CONTRACTOR TO COORDINATE WITH ROMAN WAGNER, ST. ANTHONY WATER UTILITIES SUPERINTENDENT, A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SHUT DOWN OF ANY EXISTING WATER MAINS � t ' ' I // <I � - � I / Bi � J SPECIAL NOTES C 3 r z u \ • i � 1/ S.N 1 EXISTING WATER MAIN TO REMAIN IN PLACE e; � i S.N 2 EXISTING WATER MA!N AND EXISTING SERVICE LINE SHOWN AS CROSS HATCH TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS � ,! � \ PUT INTO SERVICE AND EXISTING CUSTOMER SERVICES ARE CONNECTED TO THE NEW WATER MAIN i � \ Ji _______.____________ S.N3 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE � - I SN 3A CUT, CAP AND RETIRE EXISTING A C WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE SHALL INCLUDE A HYMAX COUPLING � � (WoodedArea) 1 �.. I \ SN 4 INSTALL AGATEVALVE(SIZE) � j I ,. r. --.._:. R::fW� S N 5 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6"GATE VALVE !'J � ! --------------,.-,-- -~---... - --J SN6 INSTALL A NEW FLUSHHYDRANTASSEMBLYWITH3"GATE VALVE �� I / f------+---------------------1 � o S.N. 7 REMOVE EXISTING APPURTENANCES TO 18"BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL �� 1/ � � I Miller, Ralph A and Ela ineM S.N. 8 EXISTING WATER METER PIT TO BE REPLACED WITH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING v � 19�10-32-500-029.001-013 METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW � '::' _, � DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE � � _, � S.N. 9 EXISTING WATER METER PIT TO REMAIN IN PLACE. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND . � ��L__..:.,_..:.,_;_:�:;_..::__...;..__;_.,;;;,;_1:;_;:_:;_::.:_______;_:::...:._,:__.::,_____________:__.�__.!______,;.;_ _ !,__JL_..,:______________.....;;_�_...:___L__________ ;;_!..,;__________!::::;: :::::;::= C = O= N = NE = C = T= E = D = T=O= T =H=E=E = X = l =ST= l = NG :::: C = U = S=TO= M::::ER:::: S=E =RV=l =C =E =L = IN = E ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::� N N � > �0 u 00 C 'e 0 • u z I � Vl w f _J f­ =, c::: w >­ z 0 I fz <I: f Vl - � >-� ·�� 'Nz u,- :g g qi' ' V � ·~ , 0 o �� 0 00 N 0 � " BID SET 0z 00 V, u z t;; PLAN SHEET Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/Z6 2023027-01 AS SHOWN DrawingNo.: 4 Sheet 4 of 10 44466 Do Not Use Plan Previews for Take Off

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