Midwestern Engineers, Inc. Plan Preview

0 z C --- ::j • --- "" u .. • • � 0 t N � > > �: .� <c •O • 0 C ' -� �z �g _N M§ ·� ro W a" "" -> "o wo wz �;1 '< �� 6� :::::s :: "' <c MANHOLE COYER SHALL BE ALUMINUM WITH LIFTING HANDLE AND PADLOCK HASP AS MANUF. BY HALUDAY PRODUCTS MODEL No. A48R OR APPR VED EQUAL ALL JOINTS SHALL BE WATER PROOF WJTH BITUMINOUS MASTIC 4' DIA PRECAST CONC. MANHOLE 4 '-0 " : 5" • , _. /------- - - - - . ~. -.+- '" ... CLA-VAL MODEL 990 2" ., PRESSURE REDUCING •. . •.. VALVE ADJUST RANGE ' • .. 28 TO 85 PSI :... MIN. PIPE COVER PER SPECIFTCATIONS : 2" HDPE SDR-9 CTS--,-._ AS APPLICABLE PTPE SLEEVE WITH LINK - SEAL REDUCER AS REQUIRED CONC. SUPPORT PAD CONC. FLOOR PIPE SLEEVE WITH LINK-SEAL . ·--· .• ::· . ,. . . .. . -··· ,... • ·' FORD SERIES 70 COPPERSEITER FOR 2" FLANGED METER. WITH BYPASS, BALL VALVE INLET AND ', • OUTLET,#VBB77- !5B-44-77 - G (GRIP JOINT FOR ·.•·• ·' COPPER) AND#CF3 l-77 (2 REQUIRED) FEMIALE BRONZE METER FLANGE. CONTRACTOR SHALL VERIFY THE PR.Y. LAYING LENGTH TO FIT BY-PASS FULL PORT BALL VALVE WITH PADLOCK WINGS 2•· HDPE SDR - 9 CT'S AS APPLICABLE . ' ·' INLET '·-.� .• -1 . -REDUCER i , • AS REQUIRED 2" DRAIN WHEN APPLICABLE 2" P.R.V. VALVE & SETTING CAST IRON VALVE BOX COYER� GATE VALVE& '!""j' TWO PIECE CAST IRON SCREW TYPE VALVE BOX TRACER WIRE TO BE BROUGHT BETWEEN TWO PTECES OF VALVE BOX AND TERMINATED 9 #16 GAUGE GRADE PERFORATED 1/4'. OPENING. TOTAL OPENING AREA TO BE NOT MORE THAN I SQ. INCH 13-3/16" HIGH STRENGTH POLYPROPYLENE FRAME&COVER SET FLUSH WlTH GROUND SURFACE T-"'.'.r ==== '---- - - ---- ''=e=1�==t---ANCHOR LUGS N I 1/2" METER COPPER SEITER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATIONS FOR TYPE AND ACCESSORIES 30" FOR DOUBLE METER SEITERS METER (SEE SPECS) I" H D P.E. S.D.R.-9 CTS H.D PE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE AS MANUFACTURED BY FRANCESVILLE DRAJN T!LE (FRATCO) CORP. COMPACTED CLAY OR LOAM FILL AROUND PIT "Y" COUPLING WITH / INSERT STIFFENERS I" H.D.P.E.. S.D.R.-9 CTS MAIN DOUBLE METER SETTING 13 3/16" CORP. STOP MODEL FBI000-G wrrH INSERT STIFFENER SERIES 50 BY FORD MEfER BOX CO INC. TRACER WIRE=�-= - -➔ 1,,-\ ANCHORING COUPLING (MEGALUGS MAY ALSO BE ACCEPTABLE) �,f--�- FROST LINE WASHED#5 STONE 18" AROUND PIPE HIGH STRENGTH POLYPROPYLENE FRAME& COVER SET FLUSH WITH GROUND SURFACE NOTE, BLOW-OFF VALVE&ACCESSORIES FOR 12" MAINS&SMALLER SHALL BE SAME SIZE AS MAIN. BLOW-OFF VALVE& ACCESSORIES FOR MAINS OYER 12" SHALL BE 12" D I. PIPE FROM MAINS. ALL FITTINGS &PIPE SHALL BE MECHANTCAL JOINT. VALVE BOX ALIGNER #5 REBAR 8" O.C. LONGITUDINAL ONLY 11EGALUG PLACE CONC. BETWEEN PIPE AND UNDISTURBED EARTH BLOW-OFF VALVE DETAIL ". /. '(;-,, .. #4 BARS CONTlNUOUS TOP&BOTTOM PLAN SECTION HEADWALL DETAIL CAST IRON VALVE BOX COVER GRADE TWO PIECE CAST IRON VALVE BOX TRACER WIRE TO BE BROUGHT BETWEEN TWO PIECES OF VALVE BOX AND TERMJNATED WELDED STEEL ALIGNMENT WASHER--__,.,. �- - --"z'-6" MIN. 3'-6" MAX. _J � < �f+-- - +++-i++_, 1/2"LESS SIZE VALVE , _ j THAN BOX VALVE SCREW TYPE , J BOX LD. VALVE BOX TRACER r- WIRE J.i< = fFi'Eeeai[ WELDE5D=-� 0 er, N � ;,,. < i:i �- "OPEN LEFT" OR "OPEN RIGHT" INDICATOR DUCTILE IRON OPERATING NUT VALVE SIZE MODEL NO. 8" OR LESS VR-8 IO" OR 12" VR-D 16" AND UP VR-F STEEL ALIGNMENT WASHER--� SET �---+-- SCREW + A-1018 COLD ROLLED STEEL STEM COMPACTED CLAY OR LOAM FILL AROUND PIT 20" FOR 5/8"&3/4" METERS 24" FOR I" METERS CORP. STOP MODEL FB1000-G WITH INSERT STlFFENER SERTES 50 BY FORD METER BOX CO. INC. ANGLE BALL VALVE ¾" OR 2" H.D.P.E. SDR-9 C.T.S. (UNLESS OTHERWISE SPECIFIED) ST EM D IA. 1.00" 1.25" I.SO " I MAIN 0 APPROX. 7'-0" OR AS DIRECTED BY ENGJNEER NOTE, VALVE BOXES SHALL BE SCREW TYPE, 2 - PIECE CAST IRON WTTH CAST IRON LID. TRACER WIRE TO BE BROUGHT INTO BOX BETWEEN TWO PIECES. CAST IRON VALVE BOX� COVER � SCREW TYPE, VALVE BOX�"'17- TRACER WIRE TO BE BROUGHT BETWEEN TWO PrECES OF VALVE BOX AND TERMINATED APPX. 7'-0" OR AS DIRECTED BY ENGINEER TRACERWIRE SEITER SUPPORT 16' BRACING EYE LONG SCH 80 RIGID PV.C. PIPE BRACE,½" DIA METER & BOX SETTING FIRE HYDRANT (SEE SPECS) AS MANUF BY GENECO PRODUCTS � FREDERICK. MARYLAND 1-800-354-6454 GATE VALVE� VALVE BOX ALIGNER 3/8•• STEEL PIN AT EACH END SPOT WELD VALVE �-"-� OR APPROVED EQUAL . -� DUCTILE IRON SOCKET '\ffi 00 - N MAIN MEGALUGS l T\t----T\t----T ANCHORING COUPLlNG 2·-0" MIN. 6" 0.1. PIPE . , PRECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH 0 r, ANCHOR LUGS HDPE PIT WITH REINFOCED RIBS WITH NOTCHES FOR SERVICE LINES AS MANUFACrURED BY FRANCESVILLE DRAIN TILE (FRATCO) CORP. --ANGLE DUAL CHECK VALVE METER COPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATION FOR TYPE AND ACCESSORIES METER YOKE WILL EXTEND THRU WALL WITH 3/4" COPPER DUAL PURPOSE OUTLET CONNECTION 2" OF HMA SURFACE TYPE B 4" OF HMA BASE TYPE B TRENCH IN ACCORDANCE WITH OSHA REGULATIONS y 3' - 0" 2'-0" I AS DETAILED ON PLANS • 1 2'-0" 3' - 0" +'s---f - - - -= l__ __j_,m==�� = � = �2� " � CR� O� W� Nllil'lim>,�J!' · c'] • SUBGRADE 3 1 USE 6" OF NO. 53 AGG. ROLLED EACH 2" I l II FINISHED CROSS SECTION ACCESS ROAD BEYOND R/W LINE NOTE, HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO <!:,OF TRACKS BEYOND R/W LINE 2' BEYOND TOE I 3' BEYOND OF SLOPE DITCH LINE I I �R.R. R/W (25' MIN.) (25' MIN.) /i R.R. R/W� / I / "I / SEAL SEAL"-. � I I CARRIER PIPE 9 \__STEEL CASING TYPICAL TO BE D.I. � II GAJE VALVE RESlRAINED� -· . JOINT PIPE PER SPEC!FlCATIONS RAILROAD CROSSING SECTION INCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDING RECOMMENDED PIPE JOINT DEFLECTION. USE FITTINGS AND CONC. ANCHOR BLOCKS IF TRENCH DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRADE MJN. 4'-0" CRUSHED STONE NOTE: I. SEE PLAN SHEETS FOR SIZE AND TYPE OF PIPE. 2. PLASTIC SHALL BE ENCASED WITH 8" SAND 3. IF ROCK IS ENCOUNTERED, MIN. 6" SAND BEDDING REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION OPEN CUT PAVEMENT OPEN CUT TYPICAL GATE VALVE ' \. _ MA IN MIN. 12 ' -0" STATE HJGHWAY I MIN. 12'-0" STATE HIGHWAY MIN. 2'-0" COUNTY ROAD I - i "' :1 :a: " • "'-STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED MIN. 2'-0" COUNTY ROAD --._/ �GRADE ' MAIN SHALL IOINT PIPE (0 BE DI. RESTRAJNED R OTHER TYPE OF FIED) WITHIN PIPE AS SPEC! CASING&SHALL EXTEND 3' BEYOND ON EACH END ROADWAY BORING SECTION z 2 - co MATCH EXISTING PAVEMENT SURFACE CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT I ' I I I EX. SUBGRADE BACKFILL WITH IN.D.O.T. No.8 CRUSHED STONE BED WITH IN.D.O.T No.8 CRUSHED STONE BACKFILL TO HAUNCH LINE VALVE STEM EXTENSION (MEGALUGS MAY ALSO BY ACCEPTABLE) 6 CUBTC FEET OF WASHED GRAVEL OR WASHED STONE#S HYDRANT SETTING DETAIL TOWN STREET AND PRIVATE DRIVE CROSSING DETAIL • REVISIONS BID SET C 2024 Midwestern Engineers. Inc. 802 West Bro�cJW"Y Str<'el P.O. Bo� 295 Loogoot�c. lndi.in" 47553 DATE FEB. 2024 DESIGN J.W.W. DRAWN K.J.G. a.c. CHECK PROJECT NUMBER 2023002-06 7 7 OF 7 I FILE NUMBER I 43933 Do Not Use Plan Previews for Take Off