:g z �' • z .� ·�-� " NW z NC i �, �30 , �M " 0� Q --.. g� " "'-! .� ,. •w Or � f' -w "" •• " .. z' = w �8 < g w� "o ; ,, � cr,':J CN =• , . �. LEGEND 100 !M.NII @ CUSTOMER NUMBER ( SEE SPECS.) WORK TO BE COMPETED PER SPECIAL METER NOTES SERVICE METERS (LOCATED) M SERVICE METERS {LOCATION UNKNOWN) SERVICE METERS WITH GALVANIZED SERVICE LINE COMPLETE NEW METER SET 0 EXISTING VALVES TO BE REPLACED WITH NEW, SIZE TO MATCH LINE M.N. 1 - M.N. 2M.N. 3M.N. 4M.N. 5M.N. 6M.N. 7M.N. 8M.N. 9M.N. 10 REUSE EXISTING WATER METER PIT AND METER SETTER REMOVE EXISTING WATER METER AND REPLACE WITH NEW CELLULAR READ WATER METER. REMOVE EXISTING METER PIT COVER AND LID. REPLACE WITH NEW PLASTIC METER PIT COVER AND LID IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GRADE ELEVATION REUSE EXISTING WATER METER PIT. REMOVE EXISTING METER SETTER AND EXISTING WATER METER AND REPLACE WITH NEW OFFSET METER RESETTER WITH ANGLE CHECK VALVE AND NEW CELLULAR READ WATER METER. REMOVE EXISTING METER PIT COVER AND LID AND REPLACE WITH NEW PLASTIC METER PIT COVER AND LID IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GROUND ELEVATION. REUSE EXISTING WATER METER P!T ANO METER SETTER. REMOVE EXISTING WATER METER AND REPLACE WITH NEW CELLULAR READ WATER METER. REMOVE EXISTING METER P!T COVER AND LID. REPLACE WITH NEW CAST IRON METER PIT COVER AND LID. IN AREAS OF EXISTING VEHICULAR ACCESS (I.E. WHEN EXISTING METER PIT IS WITHIN A PAVED ASPHALT, CONCRETE, STONE SURFACE). IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GRADE ELEVATION REUSE EXISTING WATER METER PIT. REMOVE EXISTING METER SETTER AND EXISTING WATER METER AND REPLACE WITH NEW OFFSET METER RESETTER WITH ANGLE CHECK VALVE AND NEW CELLULAR READ WATER METER. REMOVE EXISTING METER PIT COVER AND LID AND REPLACE WITH NEW CAST IRON METER PIT COVER AND LID IN AREAS OF EXISTING VEHICULAR ACCESS (LE WHEN EXISTING METER PIT IS WITHIN A PAVED ASPHALT, CONCRETE, STONE SURFACE). IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GROUND ELEVATION. APPLIES TO ALL METER REPLACEMENTS. ANY REMOVED METER P!T/METER/APPURTENANCES/ETC. SHALL REMAIN THE PROPERTY OF THE TOWN OF PERRYSVILLE. CONTRACTOR SHALL DISPOSE OF ANY MATERIAL I EQUIPMENT THE OWNER CHOOSES TO DISCARD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DISPOSAL OF REMOVED EQUIPMENT WITH THE TOWN. THE DISPOSAL SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. APPLIES TO ALL METER REPLACEMENTS. CONTRACTOR SHALL PROVIDE THE TOWN OF PERRYSVILLE THE GPS LOCATION (WITHIN ±2') OF THE REPLACED OR RELOCATED METER THE INFORMATION SHALL BE GIVEN TO THE OWNER IN ELECTRONIC FILE FORMAT UPON COMPLETION OF CONSTRUCTION EXISTING CUSTOMER SERVICE LINE MATERIAL GALVANIZED AND DOWNSTREAM OF LEAD SOLDER DO NOT DISTURB. TOWN OF PERRYSVILLE TO REPLACE EXISTING METER PRIOR TO NOTICE TO PROCEED. INSTALL NEW COMPLETE METER SET AND APPURTENANCES ON EXISTING CUSTOMER SERVICE LINE. INSTALL COMPLETE NEW METER SET. RECONNECT EXISTING CUSTOMER SERVICE LINE ±3 FT. FROM EXISTING STRUCTURE WITH NEW HOPE DR-9 CTS SERVICE LINE BETWEEN NEW MAIN AND STRUCTURE UPON DISINFECTION OF NEW6" WATER MAIN. CUT, CAP AND RETIRE EXISTING SERVICE LINE ON BOTH LIVE AND RETIRED SECTIONS OF PIPE AND REMOVE EXISTING METER PIT AND APPURTENANCES TO 18" BELOW GRADE. FILL VOID WITH GRADE "B" BORROW BACKFILL, REGRADE AND RESEED AS NECESSARY. CONTRACTOR SHALL REMOVE THE EXISTING GATE VALVE AND INSTALL A NEW GATE VALVE OF EQUAL SIZE. REQUIRED FITTINGS SHALL INCLUDE TWO (2) DUCTILE IRON SLEEVES AND TWO (2) ANCHOR COUPLINGS, SEE DETAIL SHEET 13. CONTRACTOR MAY BE REQUIRED TO SAW CUT THE EXISTING MAIN AND REMOVE PORTIONS OF THE OLD MAIN AS NEEDED FOR INSTALLATION OF THE NEW VALVE. PROVIDE NOTICE TO THE OWNER EQUAL TO THAT REQUIRED FOR A DRY-TAP CONNECTION PRIOR TO ANY SHUTDOWN OR VALVE REPLACEMENT. � ' L I I I " " I " " RNO2IN0I0.EETT, Mfl.OOY � RON'-1.0 fr• ,, " YlO.1M11.5JH0_,N'2K0E0NENETH\.·& PljYLLisA l 210 �)I • '"; < MATCH LINE UNE CONTD. FROM SHEET 8 PLAN No. 1 I > WILSON, MICHA(\. J",IIJOIEE l»IIIN:il)(JE '(!, . , 418 [MN.II , L " I 6Rl00E. DA�ll!L l & CH�RYc A I � < > I I > < L ,. .........,ld ,.,J � 100 j PLAN No. 1 SOUTH AREA-WATER METER AND VALVE REPLACEMENT PLAN • u C: """"' (/) � w I- w z t- ..J w� ..J < ::?(/) ..... z > < wz 0 >o [/) z o-(/) >-- ICtt- • a.al�UJO::� ::? a: � � 0:: :::> i�>IIr.i:18 wo��O.. z Iii a: 0. l,I. 0 >-�� 0 (/) � z - ffi ' � a:w I- = 0 <( 3: � t"" REVISIONS BID SET Cl 2025 Midwestern Engineer.,. lnc. 802 West 8roadwav Street P.O. Box 295 Loogootcc. lndi:ma 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK E.K.P PROJECT NUMBER 2022043-04 11 11 OF 14 I Fll.E NUMBER _ 44629 Do Not Use Plan Previews for Take Off
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