Midwestern Engineers, Inc. Plan Preview

t---- - NEWWATER MAIN CONNECT TO EXISTING WATER MAIN l��r�-1-- � NEW SOLID BLOCK SUPPORT WITHTAPPING SLEEVE AND VALVE ----t�a. 0 NEW TAPPING VALVE FLG.xM J. NEW STN.STL TAPPING SLEEVE WI FULL CIRCUMFERENTIAL SEAL (MUELLER OR EQUAL) EXISTING WATER MAIN CONCRETE THRUST BLOCKING REQUIRED REFER TO SPECIFICATIONS WATER MAIN TAPPING DETAIL (TAPPING SLEEVE AND TAPPING VALVE) SCALE: NONE CONNECT TO EXISTING WATER MAIN WITH TAPPING SLEEVE AND TAPPING VALVE ----- NEW STN STL TAPPING SLEEVE WI FULL CIRCUMFERENTIAL STEEL - -- -- - CONCRETE THRUST BLOCKING REQUIRED REFER TO SPECIFICATIONS NEW HOPE PIPE FUSED JOINT NEW 1z• DR11 PIPE NEW 12•• DIPS. HOPE FUSED M.J. ADAPTER WITH STAINLESS STEEL STIFFENING RING GLAND T-BOLTS. TYP EXISTING WATER MAIN NOTE: "ROMAG" - ALHPA XL OR EQUAL RESTRAINING END CAP [ EXISTING DUCTILE IRON PIPE _- --=-- -=- =-==- D END CAP DETAIL SCALE: NONE PROVIDE STIFFENING INSERT FROM END OF PIPE TO BEYOND GLAND. STAINLESS STEEL STIFFENING INSERT RESTRAINED COUPLING "ROMAC" STD. ALPHA MODEL OR EQUAL HDPE TO PVC TRANSITION COUPLING 304 STN. STL. STIFFENING INSERT (USE OF A PIPE WALL STIFFENING INSERT IS REQUIRED ON HIGH DENSITY POLYETHYLENE PIPE.) D. I M J FITTING MECHANICAL JOINT GLAND ANO GASKET NO SCALE COIL ENOUGH WIRE TO EXTEND 1T ABOVE GROUND ACCESS TRACE WIRE AT VALVE BOX DEBRIS CAP REo·o ON ALL EXTERIOR VALVE BOXES DRILL A 7'1 5 " HOLE 472" FROM THE TOP OF THE VALVE COVER EXISTING SURFACE NEW MIN 8" COMPACTED AGGREGATE BASE SEED AND MULCH COVER (AS SPECIFIED) SEEDING and MULCHING DETAIL s•• #53 COMPACTED AGGREGATE DRIVE C0 NEW TAPPING VALVE FLG xM J (MUELLER OR EQUAL) SECTION VIEW HDPE to DI TRANSITION SLEEVE NO SCALE ;] KNOT c;; � , '.__----- ADJUSTABLE VALVE BOX I , SPIRAL TRACE WIRE UP ON THE '' OUTSIDE OF THE VALVE BOX EXISTING SURFACE CORPORATION STOP SERVICE TAP NEW WATER MAIN SCALE: NONE ' � 0 z ' .a .a EXISTING GRADE COPPER SERVICE LINE TO CUSTOMERS CONNECTION POINT AW/VA CORP. STOP WI COMPRESSION CONNECTION AND INSERT STIFFENER FOR PE TUBING SERVICE TAP SERVICE SADDLE WI CORP. STOP THREAD. NEW 4•• WATER MAIN NEW SERVICE CONNECTION DETAIL SCALE: NONE SY CONlRACTOR LENGTH VARIES :> I ( UNDISTURBED EXISTING GRA :� - � - - - - NEW COMPRESSION COUPLING NEW COPPER SERVICE LINE --�- - - " - q;:,-" - - - - - - _'}_ - - - - " I. I : 1 1 I• : I I 1 1 EXISTING CURB STOP I \ I • I I I I ' ' lrn,:":,.:cc""'o i CURB BOX OR METER SETTER. SERVICE CONNECTION DETAIL NTS >-- z w w DIRECT BURY LUG - TRACE WIRE FINISHED WATER MAIN ------,,,; -m:::::� =-- ' � ,]-/fl�� TRACE WIRE ACCESS DETAIL NO SCALE UNDISTURBED SOIL w � -- --- 7,% · SURFACE RESTORATION '0 � AS REQUIRED BY WATER z ::, z 0 <( °' >-- w z w >-- 0 °' "- w 0 L•- v- > 0 w 0 .� C U'+----·- -- 0 - ii E 0 0. .c (/) L © - - o.U O Q) � :-: o ·- 0 L ·Vo -�o- ::, L © 'Sc x, -1�/� A/,�__L__L___L__L...."--;�='.�=::'.:�t' -=::1:__ MAIN SPECIFICATIONS "-:�� ><;� 1 LOCATING MATERIAL AS � . ' . )ii?' 1 / _J j REQUIRED PER SPECIFICATIONS ;(,:,;),\ PIPE <t LL BACKFILL AS REQUIRED BY O.D. z� 1 - U GENERAL WATER MAIN �"< ;,. � (Be) 1 LL� SPECIFICATIONS. "-.,- - --+-- ' ' ,, .. ,/ _, , _J _J _J <( "- " "" z � f�S -, +. -e= 0 -t-. c. c c J - - "-s�-CD w w (L z CL 2 1 ."·. ·. -'-- - -I. • • ·'- . JL/· . · "· • I - -�-+ HAND OR MECHANICAL COMPACTED MATERIALS PLACED IN s•• LAYERS 1T OVER THE TOP OF PIPE. � :c:,_ -·��� �:.::; :J I Be + 16" MIN.• I BEDDING: C) z� Q� Bc/4 or 4•• MIN. (IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE FINE TO MEDIUM SAND) Z 0 => CD <( - I W � MAX. ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NOT TO EXCEED 30•• FOR 4 • • THROUGH 8" PIPE. NOT TO EXCEED 35•• FOR 8" THROUGH 12•• PIPE. D � PIPE DIAMETER (INTERNAL) BC � PIPE DI AMETER (EXTERNAL) APPLICATION BEDDING, HAUNCHING AND INITIAL BACKFILL FINAL BACKFILL GRASSED AREA PAVEMENT AREA OR ANY AREA SUBJECT TO VEHICULAR TRAFFIC CLASS I. II OR I l l MATERIA L (SOIL TYPES: GW.GP ,SW.SP.GM ,orSM) CLASS I DR 11 MATERIAL (INDOT "B"" BORROW BACKFILL OR GRADED STONE, Y.,"" TO 1)';/) SELECTED EXCAVATED MATERIAL COMPACTED GRANULAR MATERIAL TRENCH DETAIL FOR WATER MAIN NO SCALE NOTES: 1. WORK FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL MEETING B-BORROW CLASSIFICATION FOR INITIAL AND FINAL 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. ENGINEER APPROVED COMPACTED GRANULAR MATERIAL GRAVEL ROAD GRAVEL SURFACE REPLACEMENT DETAILS NTS FINAL GRADE (SEE SURFACE RESTORATION DETAILS) 12•\5•• D.LM.J. TEE SEE SPECIFICATIONS FOR k,:. ,, REQD ENGINEER FILL -----i.;;:- .;'}- ;·i[!,:;· ··Yl""'�,':..J CONCRETE THRUST BLOCKING REQ·D , -: REFER TO SPECIFICATIONS AUXILIARY GATE VALVE SUPPORT VALVE BOX WITH BLOCK ON UNDISTURBED EARTH 1'-6" min. n 5Y,;• FIRE HYDRANT (PER SPECIFICATIONS) VARIES UNDISTURBED EARTH HYDRANT CONNECTION TO DI PIPE DETAIL NO SCALE NOTE: CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE AND FITTING TO LOCATE THE HYDRANT AS SHOWN OR DIRECTED BY THE OWNER OR ENGINEER A A Miscellaneous Details 1 en I- w ::a w 0 a'. I Q. � ::a ::, ::a 0 �� en >- >- _J en Cl.. z u.. 0 - 0 ::) >- � a'. - I- u en 0 w REVISIONS <( z z >- z 0 C) �� <( <( ,, . � ;.: �"' ..... - -- .;:; u BID SET @2024 M i dwc,tcrn Engineers. Inc. 802 WestBro ..dway Strcc( P.O. [1".� '.!95 Loog_ootcc. lmli,u,:1 .t7553 DATE APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK S.D.B. PROJECT NUMBER 2021045-01 9 9 OF 18 I FILE NUMBER • 41939 I Do Not Use Plan Previews for Take Off