Midwestern Engineers, Inc. Plan Preview

R 8 ,. INDOT PLANS PREPARED BY BRIAN W CRAIG P.E. INDOT DES. No. 1700170 SHEET 8 OF 16 INDOT PLANS Section 33, TSS, R7W Skelton Township Warrick County, Indiana Right ofway Agreement for Gas Pipeline in Favor ofBoonviUe Natural Gas Corporation - .,.,..... I � !l---OHE---OHF.---OKE--- ---CHE CHE i "" . -, OH< TBM #52 -:i:� :+- - ---- ----- N E.P,l II - _-,£ - - 0 --- + SREi2 s ASPflAI-T 1 4 Section Une 7 / / ASPHALT s , , ,,/ ../ E.P. , , ---77== - -..,.r.....,...:____ 111,w,---uawL--­ • • · ----- POINT OF CONNECTION: (STA:50+70) DRY-TAP EX. WATER MAIN WITH AN 8"X8"X8" D.I. TEE, 1--- • • • .lilil-""�­ AND AN 8" D I. SLEEVE TWO (2) 8" GATE VALVES (SEE TYPICAL POINT OF CONNECTION DETAIL "A" THIS SHEET) (STA: 50+70) INSTALL TEMPORARY 3" FLUSH HYDRANT WITH A 3" GATE VALVE CUT/CAP AND BLOCK EX. MAIN ON LIVE SECTION OF PIPE ---= r--------:,.::�" "�-- L--------- -- - ..,__-.,- INSTALL NEW 8" PVC SDR-21 WATER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT 1 Set*'1 33, TSS, R Skelton Township Warridc county, Indi STR. No. 101 STA:52+07.5 TO STA: 52+57.5 INSTALL 60 L.F. OF!'-'"-----"c 18"X0.312" WELDED STEEL CASING WITH 8" PVC SDR-21 REST. JOINT YELOMINE CARRIER PIPE, CASING SPACERS AT 8' ON CENTER, END SEALS, AND TRACER WIRE BY OPEN CUT PLACEMENT. FULL DEPTH GRANULAR BACKFILL (SEE PROFILE "A" THIS SHEET) .E.S! ''I' _g _g INSTALLATION OF NEW 8" MAIN SHALL BE \ Mark Steven & Michael Lee Krantz A MIN. OF 18" BELOW EXISTING 3" MAIN . CONTRACTOR SHALL VERIFY THE \ LOCATION AND DEPTHS OF ALL EXISTING \ UTILITIES PRIOR TO BEGINNING INSTALLATION OF NEW FACILITIES 1 � � .... <I" .... .... 0 : z CHE I w I co I ..... 0:: I CJ) I �-, "' . C: "' ,. ,. ' . i= = .!2'S30 V, • 00"' � ..;+ � :� N ' t "' ii "' I + � I e -" � .g' OI � SI � 0 O> .e >- C: � " 11' 0 "' C: i i� ;;11 - "' M 'It' "' "' i gf ie + Booneville Natural Gas Michael R. Moesner Section 34, TSS, FVW Skelton Township Warrick County, Indiana POINT OF CONNECTION (STA: 52+77) DRY TAP EX 8" MAIN WITH AN 8"X8"X8" D.I. TEE, TWO (2) 8" GATE VALVES, AND AN 8" D.I. SLEEVE STATIC PRESSURE :110 P.S.I. (SEE TYPICAL POINT OF CONNECTION DETAIL "A" THIS SHEET) INSTALL A NEW 8" PVC SDR-21 WATER MAIN WITH TRACER WIRE. Proposed R/W EXISTING WATER MAINS SHOWN AS CROSS HATCHED TO BE COMPLETELY REMOVED ON INDOT 0 0 + ,:;t" LO 1� �� -- ro;><:, .,;a �"": l!llG ++ I I f I I I I I I f I t.,. I I I INSTALL AN 8"X8"X8" D.I. TEE WITH TWO (2) 8" GATE VALVES if "! "' N a ' a,' !s - .£! "' � + "' ' � l� ) --r 20 iri I I ;, ---- --- --- RIGHT-OF-WAY "- POINT OF CONNECTION (STA: 53+72) MENT FOR UNDERGROUND INSTALL AN 8"X8"X8" 0.1. TEE "5-1" DRY-TAP EX. 3" SDR-17 MAIN WITH A 3"X3"X3" UNES IN FAVOR OF t------+------1D.I. TEE, TWO (2) 3" GATE VALVES, AND A TELEPHONE COMPANY, INC. + WITH TWO (2) 8" GATE VALVES 3" D.I. SLEEVE. STATIC PRESSURE: 112 P.S.I. INSTALL A NEW 3" SDR-17 WATER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT CUT/CAP AND BLOCK EXISTING 3" MAIN ON LIVE SECTION OF PIPE POINT OF CONNECTION (STA: 52+70) DRY-TAP EX. 3" SDR-17 MAIN WITH A 3"X3"X3" D.I. TEE, TWO (2) 3" GATE VALVES, AND A 3" D.I. SLEEVE. STATIC PRESSURE: 112 P.S.I. (SEE TYPICAL POINT OF CONNECTION DETAIL "B" THIS SHEET) EX. 3" WATER MAIN TO REMAIN IN SERVICE � ( sf 1*" !e ;g Janice R. Fuchs Section 34, TSS, R7W Skelton Township WclrridcCounty, Indiana . + + :;: AU Topography and R/WdeScribed from Line "S-1"except as shown Profile "A" State Road 161 STA:52+07.5 65'RT TYPICAL POINT OF CONNECTION DETAIL "B" BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION PLAN No. 1 400,-------,------,------,------,........-----,--,---.......,----......-----,------,--�, -400 I I .______._,______-+------+------+----____,1------t------+-----�·· BACKFILL TO BE BACKFILL TO BE ---- P,----+-----+--------,f--------+-----+------+·---L� MECHANICALLy MECHANICALLY ".. / COMPACTED TO 95% COMPACTED TO 95% MIN. '-. E/P / MIN. MODIFIED MODIFIED PROCTOR -f-�,+------+-E/P ----,,---- C/L ---t--- -1------¥----· I- PROCTOR 3 9t>+"------+--+-------,-"c- '----+--+- FULL DEPTH =-t--t-----t---j------7L..-j /---t--t------ti---ti39 5 1-----+---t---+--'-, ._-- , ---+--I- GRANULAR ---·--·- -----.1--.J.----,</'------+---+------ieac - EX. GAS LINE MIN. 4' MINIMUM ---.t ---1--->-------1--' -..--- ---+---11--- BACKFILL / 18" OF CLEARENCE OO�R ".. / BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION 8" D.I. CL-350 WATER MAIN 8" MEGA LUG RESTRAINT EX. 3" WATER MAIN TO --- ------ -- BE COMPLETELY 8$1 REMOVED � 3" CAP� ._____ 3" GATE VALVE f J.;;i M ". )..� 4 ,, ):_ ,.__=- 8" GATE VALVE 8" ANCHOR COUPLING 8" ANCHOR COUPLING 8"x4" D.I. REDUCER 4" ANCHOR COUPLING 8" D.I. CL-350 WATER MAIN POINT OF CONNECTION NOTES: 1. ALL TEES AND 90 DEGREE FITIINGS TO BE INSTALLED LEVEL WITH EXISTING AND PROPOSED WATER MAINS. VERTICAL ELEVATION TO BE GAINED WITH ADDITIONAL VERTICAL FITIINGS AS NECESSARY. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THE USE OF ADDITIONAL VERTICAL FITIINGS AS NECESSARY 2. FOSTER ADAPTERS MAY BE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO MECHANICAL JOINT APPURTENANCES WHERE ALLOWED BY THE OWNER. 3. ALL CONCRETE THRUST BLOCKS SHALL BE CAST-IN-PLACE AND SHALL BE OF THE DIMENSIONS INDICATED IN THE SPECIFICATIONS. PROTECT MECHANICAL JOINT CONNECTIONS FROM COMING INTO CONTACT WITH THE CONCRETE. 4. ALL D.I. FITTINGS, VALVES, PIPE AND APPURTENANCES SHALL BE COVERED WITH V-BIO POLYETHYLENE ENCASEMENT. 5. ALL MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION. 6. NO CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON A FRIDAY TYPICAL POINT OF CONNECTION DETAIL "A" THRUST BLOCK 8"x8"x8" D.I. TEE 3" ANCHOR COUPLING 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) CONCRETE � " SERIES 1100 MEGA LUG ,.. 8" ANCHOR COUPLING 8" GATE VALVE 38. I / l \ 385 RESTRAINT INSTALL 60 L.F. OF 18"X0.312" WELDED STEEL CONTRACTOR SHALL VERIFY - CASING WITH 8" SDR-21 PVC REST. JOINT THE LOCATION AND DEPTHS OF -EX. 3" WATER LINE MIN. 3"X3"X3" D.I. TEE YELLOW.MINE CARRIER PIPE CASING SPACERS ALL EXISTING UTILITIES PRIOR 18" OF CLEARENCE AT 8' ON CENTER, END SEALS AND TRACER TO BEGINNING INSTALLATION WIRE BY OPEN CUT PLACEMENT OF NEW FACILITIES 38 tH-:------'-'-- -- �· -----""------'-----�-----""-'-----''----........'------""- - ---t,3 80 40 30 20 10 0 10 20 30 40 3" ANCHOR COUPLING 3" D.I. SLEEVE SPLIT BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION ON EXISTING MAIN PROFILE "B" Co. Rd. 50 N 4" ANCHOR COUPLING REDUCER� � 1 ·\, •- -- -- EX. 3" WATER MAIN TO -0- REMAIN IN SERVICE b.J �-CONCRETE THRUST BLOCK DO NOT SCALE SPLIT BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION ON EXISTING MAIN 400 ,---- ,-- ,--.,---.,---.,--- -,--- 7,----,---,---,1---,,---,,.---- l ,----,---- ,-- ,--,--,---,--- -,--- .----,----..------,----,----,-- --,-- ---,---,---.----.----.---,---,----, ---, ---, ,-- ,--,--,-- ,-- .,--- ,-- -,----,--- -,- - -,---,---,---,- -,--- -,----,----,----,--,---..,.-,.----,.......,.......,-----, ,--, ,----,---- ,--,-- ,----,---,---,----,-...,....---,---,----,----,--,---,--,-- 400 1--+---+---l----t--�I--- BACKFILL TO BE EX. 8" WATER MAIN TO REMAIN IN SERVICE 1--t---l----l----l----f--cl--- MECHANICALLY EX. GRADE COMPACTED TO 95% MIN. MODIFIED PROCTOR E/P j·· "s +-+---+--t--,--t--+--l-·+ --- + - ;--+- 395 1--11---+--t--t--t-t--1:-1:-+--t--t--�t-----i---+--t----l --- -t-t-----r--l-".l--t--�+-t---t--+--t---+illl':'5-t-- --.,..___ 390 385 1----'I-----+-+-+--+--+---- 35 30 25 20 15 10 5 C/L ---,1--1--!----t--+-+-+ - -+- EIP l-\-t-t-t---t-t---rrr+++++w� o1' :-t, -+--+-t --- f-f-f----f----f---l---li---i---i---j-----t-t---+-t. BACKFILL TO BE f-\t----t----t---f-rrr++++++---f'+--+ -- +--+-t-t-f----f----f---1---1---li---f-l---:t=.,.--f=-tJ''f--MEGHANICALLY COMPACTED TO 95% MIN. =-+-+--t-----!=4---l::---+---+-+-+-+---1----,��>----1---- MODIFlED PROCTOR i --- i---+----+----+-----1--JF'EX. GRADE I ,, I j I I r-+--+--+--+---+---+---+-, 4' MlNIMUM "F'�+l++-++--+-+-+----t--t--t­ 395 COVER +-+-'l'I--+--+---,----+---+--+-+-+-+-+- 390 30 35 40 POINT OF ·�...i'-t- CONNECTION - 45 D.I. SLEEVE 8" ANCHOR COUPLING 8" ANCHOR COUPLING 8" MEGA LUGRESTRAINT BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION { EX. 8" WATER MAIN TO BE 8.. CAP COMPLETELY REMOVED 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) :_---8" D.I. CLASS 350 WATER MAIN DO NOT SCALE PLAN SHEET-INDOT DES. NO. 1700170 I • u � ,o " i,..c " .� O:J'.lo r::I) ��i .sz<:'/ � �.-�� ll) � � N � ll) -;l g;; ,o � :,11.i:: "' � cc Q � • - "' 0 " ' •...-4 " . OJ:) N • :,; 0 ' � 0 00 r � � -� d �� � ll) 6 .,..._ .. � 00 -� � � �z� ll) -- � if� 8 g ".: ""tj � � E •,-f � ..s REVISIONS 12/18/2024 g -; 0 � .� § � " � [ii :g @ s ' � - " s " ·- "' = " 0 " 00 " C' ::;: ,o � o, 00 ;.; ;£ - :E � 0 e '5 00 = � " ' 2 " ] 00 = . � u BID SET C 2024 Midwe,tem Engineers. Inc. 802 Wes! Broadway Street P.O. Box 295 Loogootee, India11a 47553 DATE DEC.2024 DESIGN C.W.R. DRAWN C.J.B. Q.C. CHECK E.K.P. PROJECT NUMBER 2022025-01 4 4 OF 9 FU£ NUMBER 44545 I Do Not Use Plan Previews for Take Off