1M2E" GSAE RLIUEGS R1 1E0S0T-R A-I N T- - - - - - - . _ 12" GATE VALVE--.____ 12"1x28"" A0N.1.CRHEODRUCCOEURPLING EXISTING 8" PVC " "-' � WATER MAIN TO r If-- ;( -r- � r ,;,.: REMAIN IN ,J,.. A� ......\.,,, ,.L! ~ ' SERVICE ,-:\->-,'fl -i 8" GATE VALVE 181" 0D0. I .MSELGEAE VL UE Gw /RSEESRTI ERSA I N T BF OE LRL TRWEOS TJROAI NI NT TS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) N 1W2I"TDH. IP. OCLLAYESSTH3Y5L0EWNAETER MAIN EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E H6 "ATRHNKE. SSSTEOSN OE NB AA SL EL JAOS I N T S RCEOQNUNIERCETDI OUNN D( TEYRP .P) O I N T O F 12"x12''x12" 0.1. TEE 12" ANCHOR COUPLING 12"x8" D l. REDUCER 8" GATE VALVE w8 "/ SDE. I R. SI ELSE E1 1V0E0 RMEE SGTAR LAUI NGT PP RO EU -RCEADS TO R CTHORNUCSRTETBELOCK BF OE LRL TRWEOS TJROAI NI NTTS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) 0BASE BID - POINT OF CONNECTION DETAIL No. 8 DO NOT SCALE DIV I DIV II NMOATNED:ATORY 'A' ALTERNATE BID 8" D I. DC EODNINCEA CT ET IDO TNABNEKT WF l EL LE NW AD TI VE. RI AL INNDE D I V . I I IS SIMILAR TO DETAIL SHOWN. N �� f 1W2I"TDH. IP. COLLAYSEST H3Y50L EWNAETER M A I N EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E HD IAVR. NI CE OS SNETSR AOCNTAOLRL J O I N T S B Y llja,='lf._, � �------6" THK STONE BASE AS ' ' RC EOQNUNIERCETDI OUNN D( TEYRP .P) O I N T O F �4:------ PD OR IYN TT AOPF NCEOWN N1 2E" CMTAI OI NN TTOO NDEI VWI S1I O2 "N 1 , 1M1A0I0NMWEIGT HA AL U1G2 "RDE. IS. TSRL EAEI NVTE w / S E R I E S ��-�R ;--- - - - - -12" D.I. CLASS 350 WATER MAIN � � WITH POLYETHYLENE • JJ EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E HD IAVR. NI I ECSOSNETSROANC TAOL RL J O I N T S B Y BASE BID - POINT OF CONNECTION DETAIL No. 9 DO NOT SCALE r 1H0IC53KSE, SCARR. 3L2RANDALL (CULT!VATED FIELD) NEW 100,000GALLON ELEVATED WATER STORAGE TANK 0.F. ELEV 649 O' SEE DIVISION I FOR ADDITIONAL INFORMATION c ' ' ' ' ' ' ' I -- < -- ,:, ---- TOWN OF PERRYSVILLE I I I I I I I I I jJ I I I I I I 20 ITEM TBM-1 C C P P - - 7 8 BENCH MARK AND CONTROL POINT SCHEDULE NORTHING 1750185.8010 11775500212929..55665400 S.N. 1 S.N. 2 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MS IADGE SOPFI KPEWIPN 2N9O4 R- 8T7H9 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR SPECIAL NOTES ICNUSTT, ACLAL PA A3N- WD ARYE TF II RR EE HE XY IDSRT AI NNGT AWSAST EE MR BMLAYI NW OI TNH B6 O" GT HA TLEI VVEAAL NV DE RETIRED SECTIONS OF PIPE S.N. 3 REXEITSITRIENDGIWN APTLAECREMAIN SHOWN AS CROSS HATCHED TO BE S.N. 4 RC ET SC OS NE RN EV CI CTEELXI NI SET FI NRGO SMENREVWI C EM AMIENT. ECRU TW, ICTAHPNAENWD HROEPTEI RDER - 9 EOXNI SL TI NI NEGS SC ERROVSI SC IEN GL I NREO. ATDRWA AC YE SR . WC IORNENTEOC BT ES EI NRSVTI AC LEL LEI DN EO N L Y TRACER WIRE TO WATER MAIN TRACER WIRE. S N. 5 INSTALL A GATE VALVE (SIZE PER MAIN) S.N. 6 EAXPIPSUT RI NTGE NVAANL VCEE,SHTYOD RB AE NRTESM, OMVEETDE R1S8 "ABNEDL OOWT HGERRA D E , F I L L VOID NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE ANO RESEED AS S.N. 7 DINRSITVAEL(LLEWNAGTTEHR PMEARINNBOYTEU)NCASED BORE UNDER STREET OR S.N. 8 EXISTING WATER MAIN TO REMAIN IN SERVICE S.N. 9 ICNUSSTTAOL LM CE RO MS EP RL EVTI CE ENLEI WN EM±E3 TFETR. FSREOT .MREEXCIOS TNINNEGCSTTERXUI SC TT IUNRGE CA W UN IT D T H , S C N T A E R P WU A C H N T O O U P R RE E E O T U R I P R - O 9 E N C E T X D S I I S S S T IN E IN F R GE V CI S C T E E I RO L V N I I N C O E E F B L N E IN E 1 EW W O E 6 E " N N WB A O N T E T E H W R L M I M V A A E IN ! N A . N D RAENTDI RAEPDP US RE TCET NI OANNSC EOSF TPOI P E1 8A" NBDE LROEWM OGVREA DEEX.I SFT( LI NL GV OMI EDTWE IRT HP I T GNERCAEDSES"ABR" YBORROW BACKFILL, REGRADE AND RESEED AS S.N. 10 INSTALL SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE (LENGTH PER NOTE) 1 P O F CIN O O T S U OT P E F L RI C N A O G D N S A N T P E O T C ET C R I O OS N N M N N A E OY C T T B E E TS O : U S MEEDCHINAPNLICAACLEJOOFINATNCHOR APPURTENANCES WHERE ALLOWED BY THE OWNER .1 I li;/- 2 . PARL LE -CCOANS CT RAENTDE STHHARLULSBTEBOL OF CT KH SE SDHI MAEL NL SBIEO NCSA SI NTD- IINC- AP TL AE CD EI NO R CCTH OO E N N C N S E R P C E E C T T I E I O F . I NCSA TFIROONMS . CPORMOITNEGCITN TMOE CCHOANNTIACCA TL JWOI TI NHT T H E 3 . BAEL LCDO. IV EFRI TETDI NWG IST, HV VA-L8VI 0E SP, OP LI PYEE TAHN YD LAE PN PE UERNTCEANSAENMCEENSTS. H A L L ,, PROPOSED TANK DRAIN, ENTRANCE rri::-------�®� 6' � ' �------::jI DRIVE AND PARKING AREA AND 7 CHAIN LINK FENCE BY DIV 1 CONTRACTOR, SEE DIV 1FOR ADDITIONAL INFORMATION BASE BID - POINT OF CONNECTION DETAIL No. 8 DRY TAP NEW 12" MAIN TO EXISTING 8" MAIN WITH A 12" x12" x12" 0.1. TEE, ONE (1) 12" GATE VALVE,TWO (2) 12" x8" 0.1. REDUCERS,AND TWO (2) 8" GATE VALVES. SEE DETAIL THIS SHEET STATIC PRESSURE 50P S I CP-8°0 ' DIV I DIV II ' '\ I ' BASE BID - POINT OF CONNECTION DETAIL NO. 9 TO DIVISION I WATER MAIN. DRY TAP NEW 12" MAIN TO NEW 12" MAIN WITH A 12" D L SLEEVE SEE DETAIL, THIS SHEET. STATIC PRESSURE 50P S I l _____., PROPOSED 12" 0.1. CLASS 350WATER MAIN WITH TRACER WIRE,POLYETHYLENE ENCASEMENT AND BELL RESTRAINT HARNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION No. 8,BY DIVISION II CONTRACTOR S.N. 8 E8 XPI VS CT I NWGA TTEORWMNAOI NF AP NE DR RFYI RSEV l l f\ . E HSYERDRVIYCAENT TO REMAIN IN % t---- PREVIOUSLY ec--- ec-+- ec-- SEPTIC TANK � S;,-,q l'. � �-------\ 12' fr o,. """-.:.�- V ;,-/2' 4T9E6RMREALINL.SMTA. RK &COURTNEY T�� ,�yT E&RV, E R A ' ' ' ' ' \ HOUSE TRAILER ' \ ' ' 3,? �.��-- STO. �-,i, ""I r • I � � I � 0.. � I a 4. CALOLNMNEACINTSIOSNH.ALL HAVE TRACER WIRE TO EACH POINT OF 5 . RT HE EF EPROEI NN TC EO OF NCLOYN, NI TE ICST TI OH NE SCDOENTTARI AL SC TSOH ROSWRNEASRPEO NF OS IRB I L I T Y PT OO I NF ITE LODF VCEORNI FNYE CE TX II OS TN I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF IBT ET IGNIGN SN I AN TG E A C H CA SO NA SRT ERSUUCLTTI OONF . FAI NN YA LM COOD NI FDI CI TAI OT INOSN MT UH SATT BMEA YS UBBEMRI TE TQEUDI RTEOD THE ENGINEER FOR APPROVAL. DOBBINS, QUINTON L 1(C20U6L7TINVA2T0E0DE FIELD) I I I I I \ \ ------ .. ., NOTE:NEW MAINS THIS PLAN TO BE DUCTILE IRON CLASS 350 PIPE WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT INSTALLED AT MIN. 60" DEPTH UNLESS OTHERWISE NOTED, SIZE AS INDICATED. I • u ;::::: REVISIONS " -' BID SET C 2025 M8 0i21 1 wW�e>st tt' mB r Eo andgw; n:ci yc fS$t. r eI nect . PL.oOo.gBoootxee2.9!.n'i di,111:1 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 4 4 OF 14 FILE NUMBER 44636 I Do Not Use Plan Previews for Take Off
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