Midwestern Engineers, Inc. Plan Preview

9 ave & Roberta Lambert INDOT PLANS PREPARED BY BRIAN W. CRAIG P.E. INDOT DES. No.: 1702072 SHEET 7 OF 16 INDOT PLANS P.O.T. STA. 5+00.00 Line "PR-C'= . 4 1 9+87 : 92 Line "A";'0.13' Lt. R62 1 E.P. /.,,{ ,_;;:, LINE "A• • S 88 ° 12'05" E POINT OF CONNECTION: (STA: 4+85) DRY TAP EX. 6" WATER MAIN WITH A 6"X6"X6" D.I.TEE, TWO (2) 6" GATE VALVES. (SEE TYPICAL POINT OF CONNECTION DETAIL THIS SHEET) CUT/CAP AND BLOCK EXISTING MAIN ON LIVE SECTION OF PIPE '-------::,, TBM #56 N Line "PR-C' S 88 ° 22'41" E EXISTING WATER MAIN SHOWN AS CROSS HATCHED 1------------lTO BE COMPLETELY REMOVED 0 0 �- � ,5, 0 Section 24, T5S, R7W Skelton Township, Warrick County, Indiana + 00 Betty Lou Hendrickson ET AL. + ·- C 00 ,W N FULL DEPTH RECONSTRUCTION LIMITS STA. 6+78.98 TO 7+04.02 "PR-C" 482+4 : 00 .....""""+- - - - --:: Lt. 50.0 - _ Grading Limits � -- .. --- _,.___ Pron,...__, DA., - • .r".:';!:! •vvv - - - - -- --- -- " .. '" ci,' U.30.0 .. -, I 483+54.00 P.OO.P. 0 ine-",.,·�· ---- EX. 6" WATER MAIN TO BE REMOVED EX 6" WATER MAIN TO BE REMOVED S 88 ° 12'05" E CUT/CAP AND BLOCK EXISTING MAIN ON LIVE SECTION OF PIPE 62 BY OPEN CUT AND MECHANICALLY BY OPEN CUT AND MECHANICALLY COMPACTED TO MIN. 95% PROCTORH---,�,t--t--ftt--;--�+----J'-r-t COMPACTED TO MIN 95% PROCTOR =---- -62' STR. No. 103 ...._ :,-L 83' of 9'x8' RCB !;r'-�6") .. -­ .. .. Grading Limits --- Treea Grading Limit s INSTALL A NEW 6" PVC SDR-21 WATER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT INSTALL 50 L.F. OF 6" PVC SDR-21 REST JOINT YELLOWMINE AND TRACER WIRE BY OPEN CUT PLACEMENT FULL DEPTH GRANULAR BACKFILL , T5S, R7W !ton Township, County, Indiana Douglas B. Hendrickson ,;· , "" · ·c , RELOCATE EXISTINGWATER METER TO NEW METER PIT AND RECONNECT TO EXISTING WATER SERVICE LINE TO NEW WATER MAIN WITH A NEWi" HDPE SERVICE LINE ;,-,-� -' FULL DEPTH GRANULAR BACKFILL. ALL BACKFILL WITHIN INDOT RIGHT-OF-WAY TO BE MECHANICALLY COMPACTED TO 95% MIN MODIFIED PROCTOR POINT OF CONNECTION NOTES: CE.P. EX. 6" WATER MAIN TYPICAL POINT OF CONNECTION DETAIL 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. SERIES 1100 MEGA LUG RESTRAINT 6" ANCHOR COUPLING 6" ANCHOR SPLIT BELL RESTRAINT HARNESS COUPLING REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION ON EXISTING MAIN 6" GATE VALVE 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) . - . . . .,., ,, . . CONCRETE THRUST BLOCK 6" MEGA LUG RESTRAINT 6" GATE VALVE EX. 6" WATER MAIN TO BE COMPLETELY REMOVED "" """" 'Jt---.:::::�BELL RESTRAINT HARNESS REQUIRED FOR TWO (2) JOINTS OUT FROM POINT OF CONNECTION 6" PVC SDR-21 WATERMAIN DO NOT SCALE 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. FITIINGS, 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. PLAN SHEET-INDOT DES. NO. 1702072 REVISIONS IZ/18/2024 BID SET C 2024 Midwest;:m Engirwers. Inc. 802 West Broadway Street P.O. Box 295 Loogoolet:. lndiam 47553 DATE DEC.2024 DESIGN C.W.R. DRAWN C.J.B. Q.C. CHECK E.K.P. PROJECT NUMBER 2022025-01 6 6 OF 9 FlLE NUMBER 44543 Do Not Use Plan Previews for Take Off