Midwestern Engineers, Inc. Plan Preview

t-- z Lo.I "' Lo.I a. w UNDIS1URBED SOIL OJ z C: ::; .._,Q " ..... z > C rn o.� c:: 0 {.) '+- ·- f- ·- C ..... o E <( 0 :g_ � ..c en a; w ..... "C ..... z a. a, C w "- 3: o · - AS REQUIRED BY SECTION OF SPECIFICATIONS "----,,/--,....-..l--LOCATING MATERIAL AS PIPEO.D. (Be) I I I f REQUIRED PER SPECIFICATIONS I ...J , ....1 :! BACKFILL AS REQUIRED � \:;, BY WM-3 SECTION ti..� OF SPECIFICATIONS f- -� 5 U) •� Cl - 0 ::; • 0:: ... N Q) � Li.. a. w c.. c.. -�---' I .L..----lf-:"-----'�;,c:,.-!-"l"tlf f� ,----! St-- ,i..___ N 1 . , • HAND OR MECHANICAL COMPACTED a. �---, · . · ·· , MATERIALS PLACED IN 6" LAYERS .L..--------- '---'---- · -��cc_J :J � TO 12" OVER THE TOP OF PIPE \ Be + 16" MIN. \ 13 � z 0 BEDDING: � e Bc/4 or 4" MIN. :c (IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE CLASS I OR II) W = MAX. ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NOT TO EXCEED 30" FOR 4" THROUGH 8" PIPE, NOT TO EXCEED 36" FOR 8" THROUGH 12" PIPE. D = PIPE DIAMETER (INTERNAL) BC = PIPE DIAMETER (EXTERNAL) APPLICATION GRASSED AREA PAVEMENT AREA OR ANY AREA SUBJECT TO VEHICULAR TRAFFIC BEDDING, HAUNCHING FINAL BACKFILL AND INITIAL BACKFILL CLASS I, II OR Ill MATERIAL SELECTED EXCAVATED (REFER TO WORKMANSHIP AND MATERIAL MATERIALS SPECIFICATIONS CLASS I OR II MATERIAL COMPACTED GRANULAR (REFER TO WORKMANSHIP AND MATERIAL MATERIALS SPECIFICATIONS DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES FINAL GRADE (SEE SURFACE RESTORATION DETAILS) ALL GATE VALVES INSTALLED IN EXCESS OF 60" DEPTH TO TOP OF VALVE NUT SHALL BE INSTALLED WITH A VALVE STEM EXTENSION. - Y/ � VALVE STE · AS REQ'D) VALVE BOX ALIGNER POSI-CAP OR EQUAL MECHANICAL JOINT GATE VALVE (SEE SPECS.) SEE SPECIFICATIONS FOR ,,..,. REQ'D ENGINEER FIL � L :_..= =� " � f• s. ··,. ....._ MECHANICAL JOINT RESTRAINING GLAND, TYP EXISTING GRADE :�ftt.���. ..... �:���.· � ADJUSTABLE VALVE BOX (COVER TO BE MARKED "WATER") WATER MAIN TRENCH DETAIL FOR WATER MAIN INSTALLED IN OPEN TRENCH GATE VALVE AND BOX NOTES: NO SCALE 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. D.I.M.J. ANCHORING TEE, TYP. NO SCALE AUXILIARY GATE VALVE AND VALVE BOX TO GRADE LJ NGTH VARIE � 1 1 ANCHORING COUPLING u,,_;...__ NEW WATER MAIN, TYP. ALTERNATE No. 1 PUMPER NOZZLE TO POINT TOWARD STREET. PROVIDE STORZ CONNECTOR AND CAP NOTE: REF. PLAN VIEW FOR REQ'D TYPE AND LAYING LENGTH HYDRANT LAYOUT DETAIL NO SCALE R�SIONS BID SET © 2017 '.\1:tdwestem Engineers fnc 802 Weal Bro:idv:;iv Sh1et P.O. Bo-:.: 295 Loogootee, fodia11<1 47553 DATE MARCH, 2018 DESIGN S.D.B. DRAWN D.A.P. Q.C. CHECK M.M.S. PROJECT NUMBER 2017120-00 6 6 OF 6 FILI NUMBER 38050 Please do not use plan previews for take offs.