POURED CONCRETE THRUST BLOCK P-, lul I:" I I "' I lwl J. 3J . • :- 9' 1 6"x6" STAINLESS STEEL 101 I-< I I "' I TAPPING TEE I ::i I '..d 6" TAPPING GATE VALVE BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION 6" ANCHOR COUPLING 8"x6" 0.1. REDUCER 8"x8"x8" D.I. TEE, CAPPED FOR FUTURE USE COUPLING 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) 3-WAY FIRE HYDRANT ----i;1 ASSEMBL Y WITH 6'' GATE VALVE 8" PVC, SDR-21, CLASS 200, ASTM D-2241 WATER MAIN SERIES 1100 MEGA LUG RESTRAINT POINT OF CONNECTION DETAIL No. 1 DO NOT SCALE I NOTE. NEW MAINS THIS PLAN TO BE 8" PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN WITH TRACER WIRE UNLESS OTHERWISE NOTED. NEW MAINS TO BE INSTALLED A MINIMUM OF 48" BELOW EXISTING GRADE NOTE NEW MAINS THIS PLAN TO BE 8" PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN WITH TRACER WIRE UNLESS OTHERWISE NOTED NEW MAINS TO BE INSTALLED A MINIMUM OF 48" BELOW EXISTING GRADE. I I I I ( I I 0 0+ a, I I I ( I \ I I J.._ \ I I I \ --r--•� I \ I \ \ \ STA. 9+75 TO STA. 11+50 - CONTRACTOR SHALL CLEAR ENTIRE WIDTH OF PERMANENT EASEMENT. REMOVE ALL BRUSH/DEBRIS ACCUMULATED FROM THE CLEARING. THE USE OF A CHIPPER WILL BE ALLOWED IF PERMITTED BY THE OWNER AND PROPERTY OWNER. SEEDING WILL BE REQUIRED JN WOODED AREAS. / - \ -LO -- - '�- '@, \_ \ ' \ SCAlE 1" • 50' 0 .,. ,. PLAN No. 1 • PLAN No. 2 PLAN SHEET • REVISIONS BID SET C 2025 l•,1idwest�m Engineers. Inc. 802 We.,1 J;roa,dway S1rec1 P.O. Box "295 Loog.ootce. lndi"na 47553 DAT!: JUNE 2025 DESIGN RDW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 5 5 OF 16 I Fll.£ NUMBER I 44984 Do Not Use Plan Previews for Take Off
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