Midwestern Engineers, Inc. Plan Preview

DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES FINAL GRADE (SEE SURFACE RESTORATIO N DETAILS) EXISTI NG GRADE ---/-=�� �»�� <�� ,/ �P---- UNDISTURBED SOIL VALVE STEM (AS REQ'D) ----tilW ,,'iS VALVE BOX ALIG NER ------,li�r---- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _"' _ � _ -__ A _ D _ J - USTABLE VALVE BOX POSI-CAP OR EQUAL (COVER TO BE MARKED "WATER") MECHANICAL JOINT GATE GATE VALVE BOX ADAPTOR VALVE (SEE SPECS ) .._,{W.: ----- SEE SPECIFICATIONS FOR MECHA NICAL JOINT .if' REQ'D ENGINEER FILL RESTRAI NING GLAND, TYP · · \r,., )lit r WATER MAIN GATE VALVE AND BOX SCALE: NOT TO SCALE CONNECT TO EXISTING WATER MAIN WITH TAPPI NG SLEEVE AND TAPPING VALVE -,\____ c�j�:il.==--- - STUFFING BOX NEW STN.STL TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL STEEL ----- CONCRETE THRUST BLOCKING REQUIRED. RE FER TO SPECIFICATIONS --i"·2·'"· -__. --:_- c ,_._ .-,0 EXISTING WATER MAIN -� NEW PIPE NEW TAPPING VALVE FLG.xM.J. (MUELLER OR EQUAL) SECTION "A"-"A" I----NEW WATER MAIN CONNECT to EXISTING WATER MAIN * N EW SOLID BLOCK SUPPORT WITH TAPPING SLEEVE AND VALVE ---tuo o I I-+--- NEW TAPPING VALVE FLG.xM.J (MUELLER OR EQUAL) NEW STN STL. TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL SEAL . • . ,,. . .. .- " A " PLAN VIEW EXISTING WATER MAIN CONCRETE THRUST BLOCKING REQU IRED REFER TO SPECIFICATIONS 4 WATER MAIN TAPPING SLEEVE SCALE: NOT TO SCALE PROPOSED 5 )\" FIRE HYDRANT 6" SHOE 6" AUXILIARY GATE VALVE 6" PIPE 6" M J. 45" BEND (TYP) IF NECESSARY 6" M.J. TEE 6" WATER MAIN - NOTE: @ IPNRSOTVAILDLEATFILLING FOP HYDRANT ION PER PLAN VIEW 7 14 I I I I I J VALVE BOX COVER GRADE "-------" 2'-6" MIN. 3'-6" MAX. __J w L_ ALUMIN VALVE BUOMX ----1� ..+n--'� LJ "OPEN LEFT" OR "OPE N RIGHT" I ND UDCI CT AI LTEO R IRON OPERAT ING NUT WELDED STEEL ALIGNMENT WASHER 6" PIPE WELDED ¾" STEEL PIN AT EACH E ND SPOT WELD VALVE ½"TLHEASS '--'--'_J N VALVE ID. SSECTREW SSCETREW S A T -1 E 0 E 1 L 8 S C T O E L MD ROLLED DUCTILE IRON SOCKET 2 VALVE STEM EXTENSION SCALE: NOT TO SCALE COIL ENOUGH WIRE TO EXTE ND 12" ABOVE GROUND DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES DIRECT BURY LUG DRILL A ¾6" HOLE 4½" FVRAOL VME TCHOEVTEORP O F T H E KNADOJUTSTABLE VALVE BOX )------ SPIRAL TRACE WIRE UP ON THE TROAUCTESWIDIEREOF THE VALVE BOX -=-=-=-=-=-=-=-=-=�_'.:�J'PiD�tmc-l.���F�IN� ,I SHED WATER MAIN 2 5 t__/\__ TRACE WIRE ACCESS DETAIL SCALE: NOT TO SCALE FINAL GRADE (SEE SURFACE RESTORATION DETAILS) in VARIES w f-- - -"'-='----, 8 VALVE STEM ';v 1·-s· min. 10" ,o· I i ·Esi.1 °Esr'. 1 '" VALVE BOX =-2,>;���� c----J---� VALVE BOX ALIGNER ;'y//,0 .,.. POSI-CAP OR EQUAL -- FOSTER ADAPTER SEE SPECIFICATIONS FOR REQ'D ENGINEER FILL NEW M.J. TEE ---it:';�,:;):;: NEW WATER MAIN ----+�"+Hf. 5)\" FIRE HYDRANT (PER SPEC IFICATIONS) t VARIES !le r EXISTING GRADE ' - ,, «<' UNDISTURBED EARTH 1 CU.YD. #2 STO NE FOR DRA IN ( 6 " CAOBNOCVRE EPTOERTTHSR) U S T B L O C K :·''°·\; (SEE THRUST BLOCKING DETAIL) '" /'• CONCRETE THRUST BLOCKING REQ'D RE FER TO SPECIFICATIONS , , , CO NCRETE EXISTING WATER MAIN TO BE ABA NDON IN PLACE AUXILIARY GATE VALVE BLOSCUKPOPORT VALVE WITH SOLID N UNDISTURBED EARTH NOTES BLOCKING ON UNDISTURBED EARTH D.I A NCHORING COUPLING (LE NGTH VARIES) UNDISTURBED EARTH 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE AND F ITTINGS TO LOCATE THE HYDRANT AS SHOWN OR DIRECTED 2. TAPP ING SLEEVES FOR HDPE PIPE REQUIRE STAINLESS STEEL WASHERS, 1.E ROMAG MODEL SST-H, OR APPROVED EQUAL. 7 HYDRANT CONNECTION DETAIL SCALE: NOT TO SCALE 6 TYPICAL HYDRANT CONNECTION SCALE: NOT TO SCALE STONE BED BELL RESTRAINT HARNESS JOI NT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYO ND FITTING EACH WAY MINI N. PSEPRETCA'SBLE A' FITTING WITH MECHANICAL JO)NT RESTRAINED TO PIPE BY USE OF A JOINT RESTRAINT I I MIN. PER TABLE l�ii #4 REBAR STONE BED VERTICAL BENT AS SHOWN B #4 E REBAR NT AS SHOW N STONE BED • SEE SPECIFICATIONS BELL RESTRAINT HARNESS JOI NT RESTRAINT REQ'D PER TABLE I N SPEC'S BEYO ND FITTING EACH WAY HORIZONTAL 3 TYPICAL THRUST BLOCK DETAIL 8 SCALE: NOT TO SCALE � w � "' u "' z w Iii 0 2. I I w I w �I ;:;c" I 0 "' cl � I � n_ tc I I I "'w"' � "' u z � w "' n_ as 0 - NEW WATER MAIN E SE X R IS V T l l � � E G METERED WATER EXI R STING WATER METER or IGHT-OF-WAY LINE EDGE PVM'T --- EDGE PVM'T NEW C,ORP STOP NEW SERVICE LATERAL PUSH DETAIL SCALE: NOT TO SCALE REMOVE PIPE CONTRACTOR TO REMOVE ENOUGH PIPE ------------,f-----------' TO ADEQUATELY INSTALL NEW RESTRAINING GLA ND AND MECHANICAL PLUG, THRUST BLOCKI NG AND WATERTIGHT SEAL INTO A ND AROUND EXISTING PIPE PLUG (ABANDONED IN PLACE) PERMANENTLY CAP, SEAL AND BLOCK ABA NDONED PORTION OF EXISTING MAIN ABANDONED I N PLACE EXISTING PIPE ABANDONMENT DETAIL SCALE: NOT TO SCALE TYPICAL DETAILS REVISIONS 8/13/2025 BID SET C202s Midw�stcm Engineers, Inc. 802 West Broactway Street P.O. Box 19.'i loogwtce. lndiana47553 DATE AUG 2025 DESIGN M.M.S. DRAWN AP.J Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 14 14 OF 16 FILE NUMBER 45080 Do Not Use Plan Previews for Take Off

RkJQdWJsaXNoZXIy NjAyODM2