__ ,. _____, POINT OF CONNECTION DETAIL No. 6 (STA. 0+00) DRY TAP NEW 6" MAIN TO EXISTING 6" MAIN WITH (2) TWO 6" D.I. SLEEVES, 6"x6"x6" D.I. TEE, AND 6" GATE VALVE, SEE DETAIL 6 THIS SHEET STATIC PRESSURE 48 P S I --"' S.N. 8 ~ ' ' ' � �7 ' l � ; .,_____ r ------ - , � \ 00 + � UPTON. ALEXIS lf!<EEIMN CHRISTl>tAI 9 , w �-s�,: SN 3 I' I \_ l /, " 0 0 + N �-.v '"" - \ I - INSTALL APPROX. 70 L.FT. OF 18" DIPS DR-11 HOPE CASING PIPE BY DIRECTIONAL BORE WITH 70 LFT. OF 6" PVC, C-900 CERTA-LOK R.J. DR-18 CARRIER PIPE, CASING SPACERS ON 8" SPACES, CASING END SEALS AND TRACER WIRE. SEE PROFILE PAGE 12 1749618.07' NORTHING 0 ' 0+ "' 2854595.35' EASTING '--'--' , ' SH1�LDS WA!lASHi'IW\ 3 :[ ' 4 ' r WT EJMNP OEIA SWENM EWNATT E R 5 < e STA. 0+00 TO STA. 3+26, INSTALL NEW 6" WATER MAIN IN ROAD BY OPEN CUT PLACEMENT (FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS RESURFACING REQUIRED). < ' " ! - (\J (') a: Cf) - --- / i i8+... " ~ ,w MORPHV, JOHN R &.SUSO.N 13 , 12 78 4594668069..59 15'' NE AOSRTTIHNIGN G fRI.ISTfESOf 10',"IN' OP PE:RP\'SVl(lE @ BLDG. " 0 0 + lD " " CLAY STREET ,w " ,' � lEMPOIWN W WJN EASEM BLDG. 8+ '"" -4' \ \ PERRYS\JILLEffREDE IMENT 1:lOWMAiNSTRHl IIADA.I !NP OEIA SWENM EWNATT E R WABSH HANDY MART \ (PATEL, DEEPA�KUMAA 0) TOWN OfFICE 0 " BLOG. STA 3+96 TO STA 7+23, INSTALL NEW 6" WATER MAIN IN ROAD BY OPEN CUT PLACEMENT (FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS RESURFACING REQUIRED). TBM-3 JACKSON STREET "' "' , 00 + r:-- I I--.< el II�-- wa: f- � Cf) ' S.N.8 50 25 0 50 POINT OF CONNECTION No. 7 (STA. 7+25) DRY TAP NEW 6" MAIN TO EXISTING 6" MAIN WITH (2) TWO 6" D.I. SLEEVES, 6"x6"x6" D.I. TEE, AND 6" GATE VALVE, STATIC PRESSURE 48 P S I, SEE DETAIL 7 THIS SHEET ' LEGEND: TBM-1 -$ IBDEENNCTHI F MI CAARTKI OLNO NC UA MT I BOENRA N D S.N 1 S.N. 2 S.N. 3 S.N. 4 S S . . N N . . 6 5 S.N. 7 S S. .N N . . 8 9 S.N 10 SPECIAL NOTES INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE RCEUTTI,RCEADPSAENCDTIROENTSIROEFEPXIIPSETING WATER MAIN ON BOTH LIVE AN O ERXEITSITRIENDG!NWAPTLAERCEMAIN SHOWN AS CROSS HATCHED TO BE RC ETCS OSNENR EV CI CTE ELXI NI SET IFNRGO MS ENREVWI C EMAMI NE T. CE RU TW, ICTAHPNAENWO HROEPTEI RDER - 9 EOXN! SLTI NI NEGS CS ERROVSI SCIEN GL I NREO. ATDRWA CA YE SR. WC OI RNENTEOC TB ES EI NRSVTI CA EL LLEI DN EO N L Y TI NRSATCAEL RL AWGI RAET ET OV AWLAVTEE (RS !MZ EA I PNETRR MA CA EI NR) W I R E . EAXPIPSUT RI NTGE NVAANL VCEE. SHTYOD RBAE NRTESM, OMVEETDE R1S8 "ABNEDL OOWT HGERRA D E . F I L L V O I D NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE ANO RESEED AS IDNRSITVAEL(LLEWNAGTTEHR PMEARINNBOYTEU)NCASED BORE UNDER STREET OR C I E N X U S I S S T T T A O I L N L M G C E W O R M A S T P E E R L R E V T I M C E A E N IN L E I WN TO E M ± R E 3 E T F M E T R A . I F N S R E IO N T . M S R E E E R X C V I OS IC T N E I N N EGCST TERXUI SCTT IUNRGE CA W UN !T T D H , S C N T A E R P WU A C HN T O D U P R RE E E O T U R I P R - O E 9 N C E T X D S I I S S S T IN I E N F R G E 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 T EW W O E 6 E N " N WB A O N T E T E H W R L M M IV A A E IN I N A . N D RA NE TDI RAEPDP USRETCETNI OANNSC EOSF TPOI P E1 8A" NBDE LROEWM OG VREA DEEX.I SFTI LI LN GV OMI DE TWE RI T HP I T NGERCAEDSES"ABR" BY.ORROW BACKFILL, REGRADE AND RESEED AS D!NRSITVAEL(LLESNEGRTVHICPEELRINNEOBTYEU) NCASED BORE UNDER STREET OR 1 P . O F IC N O O T S U OT P E F L R I C N OA G D N S A N T P E O T C ET C R I O O S N N M N N A E O Y C T T B E E TS O U : S MEEDC HINAPNLI CAACLE JOOFI NATN C H O R 2. PA A R P LL E P - UC C RO A T N S E C T N R AA E N N T D C E E S T S H H A WR L U H L S E B T R E E B O L A OF L CL T K O H S E W S DE H D IM A B E L Y N L S T BI H E O E N C O S A WS IN T N D - E IN IC R - APTLAECDEINOR CC TH OO E N N NC S E R P C E E T C TE I I O F . INCSA TF IROONMS . CPORMOITNEGC ITN MT OE CCHOANNTIACCATL JWOI TI NHTT H E 3 . BAEL LCDO. IV. EF RI TETDI NWG IST, HVVA-LBVI 0E SP, OP LI PYEE TAHN YDLAE PNPEUERNTCEANSAENMCEENSTS. H A L L 4. CAOLLNMNEACINTSIOSNHALL HAVE TRACER WIRE TO EACH POINT OF 5 . TR HE FE EPROEI NN CT EO OF NCLOYN, NITEICSTTI OHNESCDOENTTARI AL SC TSOHROSWRNEASRPEO FNOS IRB I L I T Y PT OO I FNITE LODF VCEORNI FNYE CE TXIIOS NT I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF IBT ET GI NI GN SN I ANTG E A C H CA OS NASRT ERSUUCLTTI OONF . FAI NN YA LMCOODNI FDI CI TAI OT INOSN MT UH SATT BMEA YS UBBEMRI TE TQEUDI RTEOD THE ENGINEER FOR APPROVAL _.--t-(ll,w-=� � ! j '7 HIGHWAY BENCH MARK LOCATION SCHEDULE NORTHING EASTING EXISTING GRADE DESCRIPTION ITEM ELEVATION TBM-2 1749693.7450' 2854519.5960' 540.96 SE SIDE PWP 275353 N40° 03' 05.82" W87° 26' 0322'" TBM-3 1749649.591O' 2854763.87 538.27 S SIDE PWP 275349 N40° 03' 05.39" W87° 26' 00.08" NOTE: NEW MAINS THIS PLAN TO BE 6" PVC C-900 DR-18 PIPE WITH TRACER WIRE INSTALLED AT MIN. 60" DEPTH UNLESS OTHERWISE NOTED PLAN No.1 PC OO UN RCER DE TOERTPHRREU- SCTA S T BLOCK TEOXISBTE!NRGET4I"RMEADIN --.s;::=::;::tt---::-;--/ IN PLACE TEOXJSRTEIMNGAIN6"INMAIN------+ SERVICE. .. .. 6P "OPL VY CE TCH- 9Y0L0E ND ER -E1 8N CWAASTEEMREMN AT I. NT RWAI TCHE R WR EI RQEU IARNEDD BFEOLRL TRWE SOTJROAI INNTTSHBAERYNOENSDS EV SA L V E 6" MEGA-LUG RESTRAINT 6" TAPPING GATE VALVE :J-!' _ 6"x6"x6" S.S. TAPPING TEE . , • - � (l ' �- . ' ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO •i\(""' ��>-. • 6" THK. STONE BASE AS • • • • CR EOQN UN EI RCETDI OUNN D( TEYRP P) O I N T O F CONCRETE THRUST BLOCK POINT OF CONNECTION DETAIL No. 5 00 NOT SCALE • ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO _ _, . Ti!:='1iL----BELL RESTRAINT HARNESSES .' , - POURED OR PRE-CAST V CBLOONCCKRETE THRUST " .. " U6 "NTDHEKR. SP TOOI NNTEOBFA SCEO NANS ERCETQI OUNI R (ETDY-P . ) - - 'I ' •..-;<- • ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO - - - - l , - \ '. l.· -k� I I' . ( ER AE CQ H' D P FOOI NRT TOWFOC JOONI NN TESC TOI UO TN F( TRYOPM. ) 6"x6"x6" S.S. TAPPING TEE 6" TAPPING GATE VALVE 6" MEGA-LUG RESTRAINT 6W" I PT HV CP CO-L9Y0E0TDHRY-L1 E8 NWEAETNECR AMS AEIMN E N T . HT RAARCNEERS SWEISR ER EAQNUDI RBEEDL LFROERSTTWR AOI N T JOINTS BEYOND VALVE EB EX I RS TEITNI GR E2D" MI NA PI NL ATCOE EI NXSI TS TA ILNLG2 "2 "0M. 1 .ACI NA P O N N POINT OF CONNECTION DETAIL No_ 6 DO NOT SCALE +----EXISTING 6" MAIN TO REMAIN IN SERVICE BELL RESTRAINT HARNESSES ______ J(t:=::l'jf ER EA CQ H' D P. FOOI NRTTOWFOC JOONI NN TE SC TOI UO TN F( TRYOPM) 6 " T6A" xP6P" IxN6G" SG. SA TTEAVP APLI NVGE T E E 6" MEGA-LUG RESTRAINT 6P"OPLVYCETCH- 9Y0L0E ND ER -E1 8N WC AASTEEMREMN AT I N W I T H HT RAARCNEERS SWEISR ER EAQNUDI RBEE LDLFROERSTTWR AOI N T JOINTS BEYOND VALVE EB EX IRS TEITNIGR E2D" MI NAPI NL ATCOE IENXSITSAT LI NLG2 "2 D" M. L ACI NA P O N , ,• � • , ,' .. • . . f---POURED OR PRE-CAST CBLOONCCKRETE THRUST ,r--6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) ;- - --- EXISTING 6" MAIN TO REMAIN IN SERVICE POINT OF CONNECTION DETAIL No_ 7 DO NOT SCALE •- ]] � ·::: .,, a; u REVISIONS ii-1,.;:; ,G _, C, � �X BID SET C 2025 M8 0i2c \ wW�ess! ct rBnr Eo andgwi naeye rSs t, r eI nect . LP.uOo.gBoool�e<2:.9I5ndi�na 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 7 7 OF 14 Fllf NUMBER 44633 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2