00 w z 0 0 z , " z , " 0 � z �� - tt z � )3 N� = - ' Q ---- i'l 8 0 . = \j) ���o "' ---- "'� > .o ,,... -� •w " :.i ==� " £" <!: !; •c <' " Q >0 l,l 00 ��. 00u< >Y 5N s� ,a <c 0 o wl +w / 'St I "' CJ) <{ :a I-0 CJ) a:: Zw " o ...J I ZF 0I- 00 <{ w :a z...J t l TAWP POR(O2 )XPI MRAI VTAETLEOSCEARTVI OI CNESLHI NOEWSNNFOOTRL ROECFAETREEDN C E O N L Y . OPEN CUT CROSSING OF SERVICE LINES SHALL BE RETIRED IN PLACE UPON � DRIVE WITH FULL DEPTH COMPLETION OF SERVICE CONNECTIONS AT STA 45+65 GRANULAR BACKFILL AND \ AND STA. 46+70 TO THE NEW 12" WATER MAIN. STONE RESURFACING '- f / \ S.N. 10 1 �/ �� CONTRACTOR TO COORDINATE WITH \. / ,--- ' \ - \ ' ( - ' ' ' ' ' \ ' ' \ '- '• - '- ' ' - E.C. 2 - N:1056119.570' _...- E: 3001408.635" J 1 / ' � � - ',--E�A -EM�E �T U-Mj �TS �L ./- - -1- - - - - - / ,,_,,,, I 1 1 ; ., / I .. 056083.765' I ! ; I ,.- J E: 3001444.440' \ � E.G. 4 I ) I / I / ,.,,,. J \ > \ KERN. J 1 \ , / \I Rt\YMOND L \ \ / / OPE. N CUT CROSSING OF DRIVE WITH FULL i & �YLVtA!M \ \ ! '-.... __. J DEPTH GRANULAR BACKFILL ANO STONE � 74-0f-25-100- � I ' '- - - - } RESURFACING STA. 50+40 TO STA. 50+55 ' PRICE, DAVIO E LLC - I-./r! ""�EST RETAINED BY DAVID E PRICE) , �v '- 74-02-26-100-008 000-003 1 STA.37+60 TO STA. 37+75 \ I / '- / ( "fl. KERt)l, RAYMOND L &SYLVTA M 0 / PROPERTY OWNER PRIOR TO INSTALL , .,- / r �'l- '6 KERN, ( 7'4-02-25-100-004.000-001 / I I /, oo,; ooo-po1 I' / I - .,. 1 IQ I I I, �- I I I q ' I I I I »ojl;E \ \. I I f / / , RAYMOND L \ & SYLVIA M \ \ cuLnvA1EtHlELO / ( ;:-✓-;v\\, 74-02-25-100- \ "-, ; \ \ \-' \ ' fijl,,KERSON, ---cJ , 004 000-001 --� , / \ \ l-- - - -. - ��l'HQN &ALYSSA 3 '\ \. -...__ _.-, \ >' - v �5- 00-004 ",1!1-001 '- [' -=· ---'oJJ... n -- -----'- --'--- - •----------�,,� -------�-----�----------- ..!. ---- /2 A' OPEN CUT CROSSING OF DRIVE WITH FULL KERN, RAYMpND1l & �YLVIJl.. M KERN, KEITH A &:ti.MA� DEPTH GRANULAR BACKFILL AND STONE \74-02�24100-0i:31.000-001\ 74-02-25-1og:::o66-�Q-'l-001 RESURFACING STA. 48+00 TO STA. 48+15 1,:o I \ \0\ \ \ I !It _,., / ' / / \ I I I I I \ \ I I\ I \ \ \ / ,., ,.. / �[ / " \ I I \ / )"60CS / / / / '-- ��-- I \ \ \ \ \. ---525__ � 1 , ' '� I \ ---�-�--� � \ � �--'_,_____ -� ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF ALL UTILITIES VIA POTHOLING PRIOR TO INSTALLING MAIN NO ADDITIONAL PAYMENT SHALL BE MADE FOR ADDITIONAL LOCATING FOR PRIVATE SERVICE LINES OR FOR REPAIR IN THE EVENT OF DAMAGE CAUSED BY THE CONTRACTOR S.N. 5 S.N. 5 STONE • J_ MATCH LINE STA 38+00 LINE CONT'D THIS SHEET [l-1 0 SN. 9 V) r-- z • IDNRS-T1 A8 LWL A1T2 E" RP VMCACI N- 9 0 0 I OWPI TEHN TCRUATC PE LRA WC EI RMEE BNYT i ! MATCH LINE STA 37+00 LINE CONT'D THIS SHEET ! I I ' I • I I I I I I I I I ( I \ II l s0N: 2 112')J �· / STONE l \ \ S.N. 3 S.N. 2 (12") N VIEW STA. 37+00 TO 38+00 DETAIL SCALE: 1" = 20' INSTALL 50 LF. OF 2" HOPE SDR-9 CTS-SIZE SERVICE LINE BY UNCASED DIRECTIONAL BORE PC EOTN FT ER NA CC ET O. CROTNOT RA AV CO TI DO UR NTDOECROG OR RO DU INNDA TEEL EWCI TT HR I C PROPERTY OWNER FOR LOCATION DOG R R P I E A V N N E U C W L U A IT T R H C B F R A U O C L S K L S F D I I N L E L G P A T O NH F D STONE RESURFACING STA. 37+60 TO STA.37+75 TWO (2) PRIVATE SERVICE LINES NOT LOCATED. SA EP RP RV IOCXEI ML IANTEES LSOHCAALTL I OB EN RS EH TOI WR ENDFIONRP RL AECF EE RUEPNOCNE O N L Y . CA NO DM PSLTEAT. I4O6N+ 7O0 FT SOETRHVEI CNEE CWO1N2N" EWCATTI OE NR SMAATI NS. T A . 4 5 + 6 5 S.N. 1 S.N 2 S.N 3 SN 4 SN.5 S.N. 6 S.N. 7 S.N.8 S.N. 9 SN 10 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN EXISTING WATER AND METER PIT TO BE REMAIN IN PLACE EXISTING CUSTOMER SERVICE LINE TO BE CUT, CAPPED, AND RETIRED IN PLACE FROM NEW CONNECTION POINT TO EXISTING WATER MAIN. NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE TO BE INSTALLED FROM NEW WATER MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. OWNER SHALL PROVIDE CORP. STOP, SERVICE LINE, AND TAPPING SADDLE, FOR INSTALLATION BY CONTRACTOR INSTALL NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE AND ¾"x3/4" SERVICE METER AND RECONNECT TO EXISTING CUSTOMER SERVICE LINE (IF APPLICABLE). OWNER SHALL PROVIDE CORP STOP, SERVICE LINE, TAPPING SADDLE, COPPER SETTER, METER PIT, METER LID, AND METER FOR INSTALLATION BY CONTRACTOR REMOVE EXISTING GATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL REMOVE EXISTING METER AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET E.C. 2 SILT FENCE E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD E.C. 4 INLET PROTECTION STRAW BALE E.C. 5 PORTABLE CONSTRUCTION DUMPSTER E.C 6 TEMPORARY CONCRETE WASHOUT BASIN E.C. 7 PORTABLE TOILET GENERAL NOTE· 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT PS RH OA LPLE BR ET YT HOEWCNOE NR ST RAASC NT OE CRE' SS RS AE RS PY OFNOSRI BTI HL IET YU ST EO ON FE GP OR TI Vl AATTEE W I T H PROPERTY (REQUIRED FOR E.C. ITEMS No. 3, No. 5, No. 6 AND No. 7). 2 OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION ISDTEOMR PMRWI OA RT ETRO GCEONME MR EA NL CP EE MR EMNI TT. OO FW NC EO RN SSTHRAUL CL TSI OU BN M CI TOTNHTER AN COT! OT OR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE SPENCER COUNTY SOIL AND WATER OR THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. WATER MAIN PLAN SHEET • u C: - - , �i o <, ;: � ;'. REVISIONS 8/1/25 ao, ;; BID SET C) lD� !1-falwes1�m Engint.:rs. Inc. 802 IV�sl Broadway Sirccl P.O. Bo.x 295 Loogoo1e.,. Jndiana 47553 OAIT AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 5 5 OF 13 Fll£ NUMBER I 45149 Do Not Use Plan Previews for Take Off
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