Midwestern Engineers, Inc. Plan Preview

� N' o, :l = �' 0' ,w �ffi �I;; 0,: c.., N_ � il - ,. �g �- !!!� � �� � "it " � zo �o w� \J""1 =i Q I ii, ;I ;; CN !; i. • • A �. A PPROX. 7 '-0" OR A S -------- ----------1 DIRECTED BY ENGINEER ,ffi NOTE: V A LVE BOXES SHALL BE SCREW TYPE, 2-PIECE OR 3-PIECE CAST IRON WITH CAST IRON LID IN ALL STONE, ASPHALT OR CONCRETE A REAS. VALVE BOX COVER wi�Jz,1i' ';c ===; J <(,:��" ' -----1• · >;»,1/'� W '1. ·j ALUMINUM VALVE ----------U BOX TOP Id��\ [] / FIRE HYDRANT / (SEE SPECS) INST A LL A UTOM A TIC DR A INING FREEZE-FREE Y A RD HYDRANT w/CHECK VALVE GR A DE LEVEL PEA GRAVEL OR 1 /2" SCREENED CRUSHED STONE � FROST LINE CONNECTION TO W A TER M A IN SH A LL INCLUDE BRONZE SERVICE S A DDLES A ND CORP STOP m N 6" SOR 35-- -.j PVC PIPE YARD HYDRANT DETAIL A PPROX. 7'-0" OR A S DIRECTED BY ENGINEER ANCHORING COUPLING 2'-0" MIN. --- _o' ' Jl,L PIPE - ' . PRECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH 6 CUBIC FEET OF WASHED GRAVEL OR WASHED STONE #5 304 STAINLESS STEEL T A PPING TEE (OR EQU A L)- EXISTING M A IN HYDRANT SETTING DETAIL NOT TO SCALE #4 REBAR BENT AS SHOWN 0.1. FITTING WITH MECHANICAL r-- JOINT RESTRAINED TO PIPE NOT TO SC A LE EXISTING M A IN G A TE V A LVE NEW M A IN BELL RESTRAINT H A RNESS OR RESTR A INED JOINT PIPE REQUIRED PER T A BLE IN SPECIFIC A TIONS 0.1. FITTING WITH MECH A NIC A L / JOINT RESTR A INED TO PIPE -----_}£«!�<7i;!�;;:i °' §;;�v �. I MIN. OF 40 L F. 1d_,x_ DETAIL OF WET TAP TO EXISTING MAIN NOT TO SC A LE STONE STONE #4 REB A ·0,0,,, / 1r:t1 rl[j] q����'-\?r, ,, ·� cqLk � ',.,, . . ,, , . .,, "'-._ ...i :) ,: ' v , '/J!:.•,, 1/ � ; · . lf f = = r �-----BELL RESTR A INT HARNESS "(-. '): x, _ _ OR RESTR A INED JOINT PIPE 'v'..,f"- _ REQUIRED PER TABLE IN >!j( '-, :, i-i SPECIFIC A TIONS BENT A S // SHOWN >3 ' · v >S)¾- �=J· ;m � L /'� • (D � /_-::;:,>> /· .. �.-�(- ' ,. '" , ... [ ', . • (D • u BED__,{__� A •__ _,1 STONE BED HORIZONTAL VERTICAL ' SEE SPECIFIC A TIONS INST A LL 2'-0" SQ. x MIN. 12" T CONG. PAD TO SUPPORT TOP OF V A LVE BOX. 2'-6" MIN. 3'-6" M A X. GR A DE A LL G A TE A ND BUTTERFLY V A LVES INST A LLED IN EXCESS OF 60" DEPTH TO TOP OF STEEL A LIGNMENT W A SHE SIZE V A LVE BO V A LVE NUT SH A LL BE INST A LLED WITH A VALVE STEM EXTENDER V A LVE 80 3/s" STEEL Pl A T EACH END SPOT WELDED LJ 2" SQ. '-13" 0 WELDED WELDED Y," LES THAN V A LVE BOX 1.0. � -SET SCREW V A LVE 6" "OPEN LEFT" OR "OPEN RIGHT" INDICATOR DUCTILE IRON OPER A TING NUT L y,, .. A-1018 COLO ROLLED STEEL STEM DUCTILE IRON SOCKET 3Y," SQ TYPICAL THRUST BLOCK DETAIL VALVE STEM EXTENSION 2½" SQ. NOT TO SCALE MATCH EXISTING PAVEMENT SECTION OR A MINIMUM OF 4-1/2" OF IN.D.O.T. BITUMINOUS BINDER AND 1-1/2'' OF IN.D Q.T. BITUMINOUS SURFACE COURSE FOR TOWN STREETS AND IN ACCORDANCE WITH CURRENT IN.D . O.T. REQUIREMENTS IN STATE HIGHWAY R.O.W \ I 1 12 • \ CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT -+- BASE I I _ffi I -w--, '' --=111 11 l's(_ SUBGRADE TRENCH IN ACCORDANCE WITH OSHA REGULATIONS - 1 D I' " T MIN. 8 COMPACTED IN.D.O. . No. 53 CRUSHED STONE l- -- j 1-- - - BACKFILL WITH COMPACTED • IN.D.O.T. No. 53 CRUSHED STONE • -----=� ' (IN TOWN STREET AREAS) OR · I - FLOWABLE FILL (IN STATE '- - --1--- - --i----l- ---' HIGHWAY R.O.W ) _8. I BED WITH IN.D.O.T. No. 8 --1 CRUSHED STONE TO MID HEIGHT OF PIPE STREET CROSSING DETAIL NOT TO SCALE EXISTING STONE , 1 _m 1 -rr,· • --=111 11 SUBGRADE TRENCH IN ACCORDANCE WITH OSHA REGULATIONS - 1 I' D MIN. 8" COMPACTED No. 53 CRUSHED STONE f-- - -, >- - � BACKFILL WITH COMPACTED . �: u iH ED STONE , IN.0.0.T. --i--- BED WITH IN.0.0.T. No 8 CRUSHED STONE TO MID HEIGHT Of PIPE STONE ROAD/ DRIVE TRENCH DETAIL NOT TO SC A LE TRENCH IN ACCORDANCE WITH OSHA REGULATIONS NOT TO SC A LE I a·-1 FINISHED GRADE TAMPED EARTH FILL MATERIAL IN GRASS AREAS, COMPACTED IN.D.O.T. No. 53 CRUSHED STONE IN PAVED & CURB/SIDEWALK OR STONE D RIVE AREAS, GRADE "B" BORROW WHEN ANY PART OF TRENCH IS WITHIN 10· OF STREET/ROAD/DRIVE BED WITH IN.0.0.T. No. 8 CRUSHED STONE TO MID HEIGHT Of PIPE PIPE BEDDING/ TRENCH DETAIL NOT TO SC A LE 1 FORCE MAIN rV [l 0.1. WYE • ST A INLESS STEEL A LL-THREADS C OR MEG A LUGS REQUIRED FOR RESTR A INED JOINT , -... i � "S " ;) (TYP) 4" BR A SS COUNTER SUNK PLUG 6" SERVICE SEWER 3' STRAIGHT RUN OF PIPE 12" SQ. x 6" D CONCRETE P A O -□ -" �,.,,, J /y,, "' "· CLEAN OUT DETAIL 45· D.I. BEND NOT TO SC A LE '� �,� PLUG VALVE " " '' 1\ • a PLAN VIEW "- · 0 fy-' "·-. � "' ',½ STEEL FENCE POST M A RKER SET IN GROUND A T EACH CLEANOUT. PAINT WINGS RED r·, � 4 8 " NEENAH VALVE BOX & LID 45" D.I. BEND PLUG VALVE 2 4 " �I \_'" C.I. MECHANICAL JOINT PLUG (FLAT C A P IN P A VED A REAS) 1nr H � , ;-45' D.I. BEND D.I. PIPE COjrt!JC,li)l , ��=le,tc ==, =illl-./ D.I. WYE 3' STR A IGHT RUN OF PIPE SECTION ST A INLESS STEEL A LL-THREADS (TYP) OR MEG A LUGS REQUIRED FOR RESTRAINED JOINT FORCE MAIN CLEAN OUT DETAIL NOT TO SCALE I REVISIONS 0 2021 �lidv,,�stem Engineers, Inc. S02 \Vc.,1 Bruadwuy Stn,cl P.O. Bc,x 295 Loogootee. Indiana 47553 DATE FEB. 2021 DESIGN C.W.R. DRAWN a.c. CHECK R.D.W. PROJECT NUMBER 2015078-01 C1 1 1 20 OF 114 TYPICAL SITE DETAILS I FILE NUMBER I 42052 Do Not Use Plan Previews for Take Off