Midwestern Engineers, Inc. Plan Preview

00 � 0 0 � I N DOT PLA N S PREPARED B Y BRIA N W. CRAIG PE I N DOT DES N o.: 1701058 SHEE T 7 OF 16 INDO T PLA N S "' � "' ,o er, •• b3 ' I I I I I I I I I I I I 0 0 + EN P INCIDENT 4 CONSTRUCT! � LI') BEGIN PROJE I ST A , 1 +00 UNE "PR f " I I I g I � I Betty l ou I j, I Hendricks { n ET AL I 1 �.1 Tons Revetmet,t Riprap & I 23.1 SYIGeotextiles Section 2 , TSS, R7W Skelton ]fownship, Warrick Co�nty, Ind iana I I I I I I 0 0 + co I I I " ° ,f " �:5 •o ' �+ FULL O E PTH RECONQTRUCTION LINIITS I t I STA. &li-87.59 TO 7+04.02 "PR-A" I END PR ? JE C:, _...,.__ • • • I Prop osed��• S T A . 8+5 9 . , !;1� E - • P R•·•A -lo -.. - I l I I I �� � a: z u.i 0 0. U) u.i -� &. Ocr,-,- - z Betty Lou Hendrickson ET AL I I ......J..ville Natural GaL 1. • -o-+-•••-+-- • • • 1---J -�- BE IN INODENTAL CONSTRUci:tON ........., 4" HP s� � _ STA�2 . 42UNE'��� ��:.:_t::�:i- __ _J Constr.Lim� �---- LI -"rn�ti O.T. S TA. 463+47.05, UNE "A" 1.35' Lt • • • _- ___;:,-.._.....-1 -L �- Limits _ .L__ L ·-'-_I ------ --L Project No. 16 Section •c• ..,J.,.,.......�� ' � :::c 4" HP Steel P.0.T. STA. 8+90.0 ig .� .19. A" o 20 O.P.O.T. STA . 467+37.05, UNE "A" 0.62' Lt. -- Booneville Natural Gas 2" HP Plastic -- -- � TBM #54 C E.P. E.P. ,t & !le len I \ I \ " I � \ �� " I \ I SR 62 _l:: == ::-::=::--:;;;: Li ;;; n eii e ;;; " :;; P R .. · ;;; A ::; " ;-= ;=- -::!:l!:::= =;t"-J (STA : 5+ 47) I N STALL A � - '-"-"---"--"--'-'---'"'----- - - ---- - - --, - s 88"5'40" E T TEMPORAR Y 3" FL U SH '-- L i n e ·� H Y DRA N T WITH A 3" GATE S 88 0 POINT OF CO NN ECTIO N :(STA: 5+44) VALVE DR Y - T AP EX. 6" WATER MAIN A. -11, S - , " WITH A 6"X6"X6" D.L TEE, TWO (2) 6" GATE VALVES A N D A 6" D.L SLEEVE (SEE TYPICAL POI N T OF CO NN ECTIO N DETAIL THIS SHEET) EXISTI N G WATER MAI N SHOW N AS CROSS HATCHED T O BE COMPLETEL Y REMOVED EX. 6" WATER MAI N T OBE REMOVEDBY OPEN CU T AND MECHANICALLY COMPAC T ED TO MIN. 95% MODIFIED PROCTOR ---rw--- rw-- --- _ rw_ ...... Q 2 . EX. 6" WATER MAI N -, -- - TO REMAI N I N SERVICE � I i, \ I l ---SH A RED i - ,,:. I:; 3, � � : rt:' o , (".'. ';(; � :: f"j ,.. ,-.. ..-- �·- C ,;:; -r'1 if; ,_,- s: O R NEWAY EASEMENT cr':C "'"' ""' OC> + J... .. - TELEPHONE UNES IN FAVOR OF INDIANA. BELLTaEPHONE COMP I N STALL A N EW 6" PVC SDR-21 WATER MAI N WITH TRACER WIREB Y _g � l!tUtility Easement ----''l�F: iii >Ii :!! f.;, ' 0 �- OPE N C UT PLACEME N T f '"' c.. " " Andrew M. RELOCATE EXISTI N G WA T ER ME T ER c, ro T O N EW METER PIT ''' "" A N D RECON N ECT TO EXISTI N GWA T ER N SERVICE LINE T O N EWWATER MAI N WI T H A N EWt" HOPE SERVICE LI N E PROPOSED RIP-RAPBLA N KE T O N T OP OF FULL DEPTH GRAN U LARBACKFILL. '----,:,:,::00 c; I N STALL 40 L F. OF 6" PVC SDR-21 REST JOI N T Y ELLOWMI N E '6 A N D TRACER WIREB Y OPE N C UT PLACEME NT . "'�-------,--,-,-= q; M II; ,-! " °' {"", "'.F TYPICAL POINT OF CONNECTION DETAIL 6'' WATER MAIN 6" GATE VALVE 6" ANCHOR COUPLING BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION 6" THK. STONEBASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) FULL DEPTH GRANULAR BACKFILL ----- Grant Lines ---- ==�--.J.:___ ===-::::i.==::::=:;:==-===:::���--SOO::j nevifle Natural Gas I 2" HP Plastic I N S T ALL A N EW 6" PVC SDR-21 WATER MAI N WI T H TRACER WIREB Y OPE N C U T PLACEME N T 1'°£i "IG I : g STATE ROAD 62 � E.P. EXISTI N G WATER MAI N (STA:8+74) I N STALL A FIRE H Y DRA N T WITH 6" I N STALL A 6"X6"X6" D.L TEE ffl'"-,.--� • TELE F U LL DEPTH GRA NU LARBACKFILL IND�BELL TE �, � �· Ern-e� Stanle}" & -e Wa� "Curti Borden:- , ' RELOCATE EXISTI N G WATER METER TO N EW METER PIT .- ---- - - --,, A N D RECO NN ECT TO EXISTI N G WATER Section 25, TSS, R7W SERVICE LINE TO N EW WATER MAI N Skelton Town s hip, WITH A N EWi" HOPE SERVICE LINE Warrld<County, Indiana J!,-o--,� ;i, �_ --- ill '"' � ----- � - . 0 � ;, .., - TBM#SS � E.P.� ------ -�-- E.P. .J Louis Leland Roth 6" ANCHOR COUPLING SERIES 1100 MEGA LUG RESTRAINT (I"- i"" _--i-__ _,__-+- l I _'t\___,__--,-- DI hR--h FULL DEPTH =- F �=i � - GRANULAR "-l-•�=-i=� -BACKFILL 6 .. ANCHOR / 6" GATE VALVE COUPLING EX. 6" WATER MAIN TO EX. 6" WATER ] MAIN ;,o- - - ...._1 - - -- SPLITBELL RESTRAINT HARNESS • • • ,t • REQUIRED FOR TWO (2) JOINTS OUT c' ,-, FROM POINT OF CONNECTION ON ___.___ EXISTING MAIN 6" CAP 6"x6"x6" D.I. TEE CONCRETE THRUST BLOCK BE COMPLETELY REMOVED DO NOT SCALE POINT OF CONNECTION NOTES: 1. ALL TEES AND 90 DEGREE FITIINGS TOBE INSTALLED LEVEL WITH EXISTING AND PROPOSED WATER MAINS. VERTICAL ELEVATION TOBE GAINED WITH ADDITIONAL VERTICAL FITIINGS AS NECESSARY. NO ADDITIONAL PAYMENT SHALLBE MADE FOR THE USE OF ADDITIONAL VERTICAL FITIINGS AS NECESSARY 2. FOSTER ADAPTERS MAYBE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO MECHANICAL JOINT APPURTENANCES WHERE ALLOWEDBY THE OWNER. 3. ALL CONCRETE THRUSTBLOCKS SHALLBE CAST-IN-PLACE AND SHALLBE OF THE DIMENSIONS INDICATED IN THE SPECIFICATIONS. PROTECT MECHANICAL JOINT CONNECTIONS FROM COMING INTO CONTACT WI T H THE CONCRETE 4 ALL D.I. FITIINGS, VALVES. PIPE AND APPURTENANCES SHALLBE COVERED WITH V-BIO POLYETH Y LENE ENCASEMENT. 5. ALL MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION. 6 I NO CONNECTIONS TO EXISTING MAINS SHALLBE MADE ON A FRIDAY 390 385 380 375 370 om _1_tc 1£L t . 119/o- o/o __ - 1----4--->----+-----+--+ + l-----l---1----+----f---+---+-- --+- -_:--t � - I -t - +- �---+--- +- + - + '° ---f-- - M ,- 5+50 6+00 +05 0 - +- -- +- - -t- - --tt- - -+t-- ---t --t-- Ele 3_92_ ,__2L__,_ --2-: 7%- I 3. --BACKFILL TOBE ' ' I 330.0 4 BACKFILL TOBE ---- ---t------i- PROPOSED RIP RAPBLANKET ON I N STALL 40 L.F. OF 6" PVC SDR-21 REST JOI N T YELLOWMI N E TOP OF FULL DEPTH G ::����� -_-+ 1 �)-�-=--=-t-=--=--=-��j"'A"N=jD=T=R=A=C=rE=R,.;W=l=R'fE"'8- "' Y "' 0 "' _F' 'f : == N =_ C ,,, U ,,, T p P=LA=C=Ef'M"'E"'N=T= . F - =- =�=i;=- �==; H _ - _ - _ -_ -1 - t ---_-_ -_--4 t - - -_ -_ -_ -+ t --- - - - - - + 1 _-_ - _ -_ - _ .,. j- - - - - - - -; r - - - - -_-_,.- 1 _ - _ - - - - .., ; _ - _ --- -t-- - --j-- ---i---- > --i, NOTE 4 ' MINIMUM COVER ,' f- --_-r +---f--+---,---t---t---t - -+--j---t---t--t----t--J--""j----1-- I CONTRACTOR SHALL VERIFY THE J - -� - -+ - - R - IP -; R _ A _ P _ B _ L -,- ANKET EXISTING UTILITIES PRIOR TO _j UNDER PROPOSED' LOCATION AND DEPTHS OF ALL $ I BEGINNING INSTALLATION OF NEW - ,. - t -+ . 1----+-----+ ---+----+ ---+-- - +--+ - --+---+---;-FACILITIES } I J_ � ' -i- + I-- --+-- M -+- -----l-- " +- M 6+50 0 00 M --""' r-- . - " " 00 c6 M M M M 7+00 7+50 8+00 8+50 +---t----t- 9+00 PLAN SHEET-INDOT DES. NO. 1701058 REVISIONS 12/18/202'1 BID SET C 2024 Midwestern Engineers, [nc_ 802 West Broadway Street P.O. Box 29.'i Loogootee. 1mfomu 47553 DATE DEC.2024 OESIGN C.W.R. DRAWN C.J.8. Q.C. CHECK E.K.P. PROJECT NUMBER 2022025-01 5 5 OF 9 I FILE NUMBER 44544 I Do Not Use Plan Previews for Take Off