EXISTING SURFACE 1 UNDISTMATUERRBIEADL NEW MIN. 8" COMPACTED AGGREGATE BASE PER INDOTSS EX ISTING ROAD (D HMA SURFACE, 9.5mm, TYP A (165 lbs/sys) frl\ HMA INTERMEDIATE, 19mm, TYPE A '61 (330 lbs/sys) fTI HMA BASE, 19mm, TYPE A \cV (330 lbs/sys) ASPHALT PAVEMENT SEED AND MULCH COVER EXISTING GRADE ( AS SPECIFIED) (GRASSED AREA) �,m��-��;1 ,;:. ', .......... ,_-�y�• '<_0 \,�:�iJl��), "(TO BE 1/ '-}���� WID:1°!., S SPECIFIED) ·, • ' "I. • • / ; •, ,.�,-•·-:.; �-':':\ ,,.',::.:; . : /:,. SELE CTED EXCAVATED MATERIAL OR, E NGINEER APPROVED MA T'L SEEDING and MULCHING DETAIL EXISTING SURF ACE 8" #53 COMPACTED AGGREGATE DRIVE 1 UNDISTURBED SOIL, TYP EXISTING BASE <� • ··:-.,£��;;;;;:} ';:;:·:'.')�'. L 8' "-: • ;::-.;mp:i-£�._.W!�l_ "tJ"; · �" \_ ·,,,•. .oc-,":"', EX ISTING COMP. AGG. "�� :��t:)}f{\;}: (?����--' UNDISTURBED MATERIAL E NGINEER APPROVED COMPACTED GR ANULAR MATERIAL GRAVEL ROAD SURFACE REPLACEMENT DETAILS SCALE: NOT TO SCALE (VARIES) NEW SOIL FILL TO ADJUST NEW EDGE TO EXI STING GRADE TY M P. ATCH EXIST. SLOPE � '-.,_"( "-"-:_ • , 4 • ,.,__L_____;,., "_L_L_'""-'--' '':,-, , -:-c : .-t,_ : __.,-· __• =· ,,,_.,.· __,•c..;;•�· •.,.,...,.,.. __• ._.1, -» '>» );» � 5 · •· t-�E:·4::0MPAC(:OG�;N . U�AR NEW CONG. SIDEWALK REPAIR TO MATCH WIDTH, DEPTH AND SLOPE OF EXIST. SIDEWALK PRIOR TO CONSTRUCTION. TYPICAL SIDEWALK REPLACEMENT DETAILS SCALE: NOT TO SCALE 6" R=2" NEW CONCRETE CURB 2 ENGINEER APPROVED REPLA CEMENT MATERIAL ENGINEER APPROVED COMPACTED GRANULAR B ACKFILL SERVICE RESTORATION PER SPECS ( SEE PAVEMENT RESTORATION DETAIL F OR AREA REPLACEMENT) 7 NEW CONCRETE CURB REPLACEMENT SCALE: NO T TO SCALE B-BORROWMATERIAL, OR EQUAL BEDDING THE LARGER OF Bc/4 OR 4" W ::: MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR(4) FEET FOR6" THROUGH 24" PIPE NOR SIX(6) FEET FOR 27" THROUGH 48" PIPE D = PIPE DI AMETER (INTERNAL) Be = PIPE DIAME TER (EXTERNAL) NOTES: 1. COMPACTED BEDDING STOPS AT SPRING-LINE OF THE PIPE. BACKFILLING ABOVE THIS POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQU IRED HERE IN. 2. WHE N CLASS I MATERIAL IS USED FOR BEDDING, COMPACTION MAY BE ACCOMPLISHED BY HAND OR MECHANICAL TAMPING 3. WHEN CLASS II MATERIAL IS USED FOR BEDDING, COMPACTION SHALL BE ACCOMPLISHED ONLY BY HAND OR MECHANICAL TAMPING TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. HYDRANT LATERAL PIPE BEDDING DETAIL FOR: NOT SUBJECTED TO VEH ICULAR TRAFFIC SC ALE: NOT TO SCALE CASING SPACERS @ 6'-0" M AX INTERVALS RECEIVING PIT 5•x5• 5' MIN a: �w w EXISTING SURFACE SURFACE RESTORATION STRUCTURAL BACKFILL TYPE Ill REQ'D (REF. I NDOT SPECIFICATIONS) HAUNCHING (Be\2) �-__)c---THE LA Bc/4 ORR4G"ER OF PHLAANCDEDORINM6E"CHLAANYIECRALSLTYOTA1M2P"EDOVESRTRUTHCETUTROAPL BOAFCKPFILL, B-B0RR0W OR EQUAL, IPE. W :: M AXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR(4) FEET FOR6" THROUGH 24" PIPE SIX(6) FEET FOR 27" THROUGH 48" PIPE D = P IPE DIAMETER (INTERNAL) Be = PIPE DI AMETER (EXTERNAL) STANDARD METHOD NOTES: 1. COMPACTED BEDDING STOPS AT SPRING-LINE OF THE PIPE. BACKFILLING ABOVE THI S POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQUIRED HERE I N. HYDRANT LATERAL PIPE BEDDING DETAIL FOR: SUBJECTED TO VEH ICULAR TRAFFIC SCALE: NOT TO SCALE - 0 � 5' MIN i'i "" "' � � 0 0 "' <C "l � 8 w vi w - CASING SPACERS AS PER 15'X10' BOwRE PIT z _J � O'. --, ,- I I STL WELDED MANUF ACTURERS RECOMMENDATION 0 I I z I STEEL CASING PIPE SYNTHETIC RUBBER "' CASING END SEAL, TYP. STEEL CASING PIPE CARRIER PIPE I' MIN. " A " SECTION "A"-"A" SCALE: NOT TO SCALE L ___ _j WA TER MAIN NEW 6" TAPPING VALVE NEW6"PIPE \ 6 ROADWAY BORING SECTION SCALE: NOT TO SCALE NEW STAINLESS STEEL TAPPING SLEEVE F OR EXISTING 6" A.C. WATER MAIN EX ISTING WATER MAIN NEW6" PIPE NEW6" M.J. go• BEND (TYP.) ( SEE SPECIFICATIONS) NEW CONCRETE THRU ST BLOCK EXISTING 6" A.C. W ATER MAIN EXISTING 10" T M. () NEW6" VALVE AND BOX NEW6"M.J. go• BEND (SEE SPECIFICATIONS) NEW6" W ATER MAIN --- EXISTING WATER MAIN TO BE ABANDONED IN PLACE l NEW6"WATERMAIN f_Z SECTION "A"-"A" EXISTING VALVE TO BE PERMANENTLY CLOSED AND VALVE BOX TO BE REMOVED EX ISTING 6" AC. WATER MAIN "' I I I I I I I 1' MIN. NEW PIPE I D I I L __ _j STN. STL. BANDS 2 REQ'D EACH SEAL EXISTING WATER MAIN � TO BE ABANDONED IN PLACE ( I NEW CONCRETE I THRUST BLOCK NEW DI. FLANGE CAP NOTE: EXISTING 6" W ATER MAIN CONTRACTOR TO REMOVE ENOUGH D.L PIPE TO ADEQUATELY INSTALL NEW W ATER MAIN AS INDICATED, REMOVE EXI STING PIPE AND PROVIDE M.J CAP AND CONCRETE THRUST BLOCK AS INDICATED NEW STAINLESS STEEL TAPPING SLEEVE FOR EX ISTING 6" AC. WATER MAIN NEW CONCRETE THRUST BLOCK 9 LINE 1 - CONNECTION DETAIL - No. 2 NEW6" TAPPING VALVE ,q "A" I I "A" NEW6" M J go• BEND SCALE: NOT TO SCALE EXISTING6" W ATER MAIN 17 11 UNDISTURBED SOIL w w " 0 w<D " w w w w CL Z CL 0N ,--,.--,---,-,--7,,--,---,-,-,--,r-,-,-- ---1---- SURFACE RESTORATION AS REQUIRED BY WATER M AIN SPECIFICATIONS -----1----t---,-- LOCATING MATERIAL AS PO IP .D E . (Be) I I _J «;= z µ,: D. ::::,J ---'?-ec±- REQUIRED PER SPECIFICATIONS BACKFILL AS REQUIRED BY GE NERAL WATER MAIN SPECIFICATIONS. a.-'------------ L-. ·._._: •. :_:;J --- 16" MIN. I HAND OR MECHANICAL COMPACTED M ATERIALS PLACED IN 6" LAYERS 12" OVER THE TOP OF P!PE. I Be + BEDDI NG: Bc/4 or4" M IN ( IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE FINE TO MEDIUM SAND) W = MAX. ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NOT TO EXCEED 30" FOR 4"THROUGH 8" PIPE. NOT TO EXCEED 36" FOR 8"THRO\JGH 12" PIPE. D = PIPE D IAMETER (INTERNAL) Be = PIPE D IAMETER (EXTERNAL) APPLICATION BEDDING, HAUNCHING AND INITIAL BACKFILL FINAL BACKFILL GR ASSED AREA PAVEMENT AREA OR ANY AREA SUBJECT TO VEHI CULAR TRAFFIC NOTES: CLASS I. II OR Ill MATERIAL ( SOIL TYPES: GW.GP,SW,SP,GM,orSM) CLASS I OR II MATERIAL ( INDOT "B" BORROW BACKFILL OR GR ADED STONE,¼" TO 1 ½") SELECTED EXCAVATED M ATERIAL COMPACTED GRANULAR M ATERIAL 1. WORK FALLING UNDER THE JURISDICTION OF THE IN DIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL MEETING B-BORROW CLASSIFICATION FOR INITIAL AND F INAL BACKFILL WHERE THE CENTER LINE OF THE WATER MAIN IS WITHIN A 1 TO 1 SLOPE OF THE SHOULDER LINE OF THE PAVEMENT 2. WORK NOT FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL ANYWHERE WITHIN 5 FEET OF THE EDGE OF THE HARD ( CONCRETE AND ASPHALT) PAVEMENTS TO THE CENTER LINE OF THE WATER MAIN. 4 TRENCH DETAIL FOR HYDRANT LATERAL SCALE: NOT TO SC ALE PROPOSED 12"HOPE, DIPS. DR11 PIPE CO NCRETE SEPARATION BLOCK LIVESTOCK WASTE FOR CE MAIN 1 1 WATER PIPE SEPARATION DETAIL M AIN TO BE ABANDONED I N PLACE L EXISTING WATER SCALE: NOT TO SCALE 11?'-- z-rz ---y WALNUT ST J -- --Al (ASPHALT) EXIS TING6" M.J. TEE EXISTING NEW CONCRETE PLUG EX ISTING WATER MAIN TO BE ABANDONED IN PLACE ' , I --y--7f WALNUT ST i :\ � ../- -/_D (ASPHALT) l j NOTE: CONTRACTOR SHALL EXPOSE EXISTING MAIN TO DE TERMINE DEPTH AND CONSULT WITH E NGINEER PRIOR TO SETTING ENCASEMENT t ci (SEESP JC. �I F �IC�AT�IO�N�S�) ��;��\ll-n' �t -. ,,-J ✓•.:z:c'_;_+-. �j==�·�_: -_,-,� 1 1--- NEW6"PIPE J bJ :·:.·:;;j I SURFACE REPAIR REQUIRED _/ AT PIPE ABANDONMENT '.::i-- NEW CONCRETE THRUST BLOCK NEW6" FL CAP 8 NEW6" WATER MAIN (RUN S UNDER EXISTING) PLAN VIEW LINE 1 - CONNECTION DETAIL - No. 1 SCALE: NOT TO SCALE 10 bJ EXISTING 6" M.J TEE PROPOSED PIPE ABANDONMENT DETAIL S. WALNUT AT S WASHINGTON ST. SCALE: NOT TO SCALE TYPICAL DETAILS REVISIONS 8/13/2025 BID SET C:2025 Midwe.stem Engineers. Inc. 801 West Broadway Strec1 P.O. B<>X 295 LllOgootee. !ndi�na47553 DATE AUG 2025 DESIGN M.M.S. DRAWN A.P.J. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 1 5 15 OF 16 I FILE NUMBER I 45079 Do Not Use Plan Previews for Take Off
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