Midwestern Engineers, Inc. Plan Preview

z � " ...._ � g;j " ...._ - .. " -� ,( • - C " z 0 � 0 0 " " �· N a G rz> 0 " � w " w' >5 ,z ,_ 0 �o ,m - ' ,i N ON N" •a �- £!8 .z Or ow "� "" "' 0 �� 8 � ' �· oY o "" 55 , . <• MANHOLE COVER SHA LL BE ALUMINUM wrn-1 Lff'TING HANDLE A.ND PADLOCK HASP AS MANUF. BY H ALUD A Y PRODUCTS MODEL No. A48R OR AP PROV ED EQUAL l ·'O ,, • ALL JOINTS SHALL BE WATER. PROOF WITH B!Tutv11NOUS MASTIC 4' DIA. PRECAST CONC. MANHOLE ·,: '• 4'-0" ')" · _ ..:/:l-------:....::.--------+ -' .,.c-ri; ·· , -;ORD SERIES 70 COPPERSET!'ER FOR 2" FLANUED :;::�' METER. WlTH BYPASS. BALL VALVE INLET AND •'•/:. OUTLET.#VBB77- J SB-44-77-G (GRI.P JOINT FOR _,, , CLA-VAL MODEL 990 2" .:·<·· PRESSURE REDUCING >· ··. VALVE ADJUST RANGE f\ TO 85 PSI MIN. PIPE COVER PER SPECfFfCATJONS /.:· _:'· . .-:�> PIPE SLEEVE \VITI-I LINK-SEAL COPPER) AND#CF3l-77 (2 REQUIRED) FEMALE BRONZE t\ • IETER FLANGE. CONTRACTOR SIIALL VERIFY Tl-Ir� P.R.V. LAYING LENGTH TO rIT. BY-PASS FULL PORT BALL VALVE WITH PADLOCK WlNGS #4 BAR BENT AS SHOWN CONCRETE NOTE CLASS "B" CONCRETE .... ' ·=.i-­ . ·: ·� '• ... .,,.,' 2" HDPE SDR-9 CTS -7" AS APPLICABLE 2" HDPE SDR-9 CTS AS APPLICABLE CONCRETE TO BE PU\CED BETWEEN HRM EARTH OF TRENCH& Pl. P E AT ALL TEES& BENDS. OUTLET .•, • -'INLET THRUST BLOCK DETAILS PlPE SLEEVE WITH LINK-SEAL REDUCER AS REQUrRED CONC. SUPPORT PAD CONC. FLOOR . . .' ··l·• · l" . .: ..· . •• 2" DRAIN WHEN APPLICABLE 2" P.R.V. VALVE & SETTING VALVE BOX COVER ALUMfNUM VALVE BOX TOP 6" SDR 35 PVC PIPE NOTE: ANCHORING COUPLING BLOW-OFF VALVE& ACCESSORIES FOR 12" MAINS& Si v tALLER SHALL BE SAMl� SIZE AS MAIN. BLOW-OFF VALVE& ACCESSORIES FOR MArNS OVER 12" SHALL BE !2" D.I. PIPE FROM MAINS ALL FrlTlNGS & PlPE SHALL BE MECHANICAL JOINT. D I TEE l . ' O . -· •·· ... - #5 REBAR S" O.C. LONGITUDINAL ONLY BUTTERFLY VALVE--� z Cc #16 GAUGE GRADE �MEGAUIG PERFORATED 1/4" OPENING. TOTAL OPENfNG ARE/\ NOT TO BE MORE TIIAT I SQ. lNCH WASHED#5 STONE 18" AROUND PlPE ,M:,,,-Ml:'.GALUG PLACE CONl. BETWEEN PIPE AND UNDISTURBED EARTI ! BLOW-OFF VALVE DETAIL CORP. STOP t,. 1 IODEL 4701BT WITH INSERT STIFFENER MODEL 613'.lT BY #4 BARS CONTINUOUS TOP& Bff!TOM A.Y McDONALD MFG. GO. COMPACTED CLAY OR LOAM FILL AROUND PIT ANGLE BALL VALVE (UNLESS OTHERWlSE SPECfFIED) FOR¾" INLET SEn·ER. r ¾" 1-1.D P E SDR-9 C.T S. N ., DRAINAGE GATE NENNAH TYPE R-."i050SF (OR EQUAL) MAIN_,./ -::=--")� ::::: ====::::::: I" H.D.P.E. SDR-9 C.T S. 0/ (UNLESS OTHERWISE SPECIFIED) FOR I" INLET SE17'ER. < 0 . -'-- NOTE: 13 3/16" ( 20" FOR 5/8 & 3/4 METERS 24" FOR I'(METERS BRAC[NG EYE REMOTE SENSOR INSTALLED IN UD W/DRlLLED OPENING HIGH STRENGTH POLYPROPYLENE FRAME& COVER SET FLUSH WfTH GROUND SURFACE ANCHOR LUGS HDPE PIT WITH REINFOCED RIBS WITHNOTCHES FOR SERVICE LlNES AS MANUFACTURED BY FRANCESVILLE DRAIN TILE (FRATCO) CORP. ANGLE DUAL CHECK VALVE METER COPPER SEn"ER WlTH PRESSURE REDUCING VALVE SEE SPECIFICATfON FOR TYPE AND ACCESSORIES 3'-0" �I AS DETAILED ON PLANS � -i::�-l-----:,J . _A___=�-�"'-� 2.� 'C�R� O� W� N=---__J, � L::::::: L]i 3 I USE 6" OF NO. 53 AGO. ROLLED EACH 2" SUBGRADE FINISHED CROSS SECTION ACCESS ROAD NOTE: HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO ([_OF TRACKS BEYOND R/\V UNE I BEYOND R/W LINE �R R. R/W SEAL 2' BEYOND TOE OF SLOPE I (25' MlN.J CARRIER PIPE TYPICAL GATE VALVE TO BE DJ. RESTRAINED JOINT 3' BEYOND DITCH LINE (25' MIN.) R.R R/W / SEAL STEEL CASING PIPE PER SPECIFICATIONS RAILROAD CROSSING SECTION [NCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDTNG RECOMM.ENDF.:D PlPE JO!NT DEFLECTJON. USE fllTINGS AND CONC. ANCHOR BLOCKS IF TRENCH DEPTH EXCEEDS REASONABLE CONSTRUCrJON DEPTHS MIN 4"-0" CRUSHED STONE GRADE NOTE: l SEE PLAN SHEETS FOR SIZE AND TYPE OF PrPE. 2. PLASTIC SHALL BE ENCASED WITH 8" SAND. 3 . IF ROCK lS ENCOUNTERED, MJN. 6" SAND BEDDING REQUIRED UNDER ALL TYPES OF PfPE. CREEK CROSSING SECTION TYPICAL GATE VALVE \._MAIN sj ,'.�:'>·· . /i :.,.· SADDLES REQ'D. ON ALL tvlAINS PER SPECIFICATIONS SE"rrER SUPPORT ! 6" LONG SCH. 80 RIGfD P. V.C. METER YOKE WILL EXTEND l HRU WALL WITH 3/4" COPPER DUAL PURPOSE OUTLET CONNECTION OPEN CUT . PAVEMENT OPEN Clff >- � UJ --lULr... > �;x:O UJ ..J c:i -:ez w a.} c.. r zP ..J > 0 ..J < -- --- < . /./). ::0 Cl 0 -,--,-z a:i (.:.J r U) � f!-l � ..J - ,- ...J ..l.. rs:� z <!'.\... ::i ? >< <t r� zo� "1-Jif.lQ U-l ill � f-- z . - ...J ...i <- - � .., f-- "' 0 ...J < c,J O ...i � <� ...J > Lr... > (/) ...J ...J 0 << > PLAN SECTfON HEADWALL DETAIL VALVE BOX COVER GRADE ALUMINUM VALVE BOX WELDED STEEL ALIGNMENT WASHER SIZE VALVE BOX 6" SOR 35 PVC P[PE 3/8" STEEL PlN AT EACH END SPOT WELD-- - Jti�(;i VALVE 2'-6" MIN. 3'-6" rvIAX. "OPEN LEFr" OR "OPEN RfGHT' INDICATOR DUCTILE IRON ------OPERATING NUT �sl >---+H--, 1 �0: 1/2" LESS � I - ;2 THAN VALVE BOX I D . WELDED � - z Ul ..J VALVE SIZE MODEL NO. STEl\l DIA. S"OR LESS VR-13 1.00" 10" OR 12" VR-D 1.25" 16" AND UP VR-F 1.50" A-1018 COLD ROLLED STEEL STEM AS MANlJF. BY GCNECO PRODUCTS FREDERICK. MARYLAND l-800<t"i4-6454 OR APPROVED EQUAL I � DUCTILE fRON SOCKET '\ffi i-=l=-r MAIN 0 0 "' "' '" VALVE STEM EXTENSION APPROX. 7'-0" OR AS DIRECTED BY ENGINEER NOTE: VALVE BOXES SHALL BE SCREW TYPE, 2-PIECE OR 3-PIECE CAST TRON WITH CAST IRON UD IN /\LL STONE. ASPIIALT OR CONCRETE AREAS. VALVE BOX COVER � � 6" SDR 35 PVC PIPE --- APPX. 7'-0" OR AS I DIRECTED BY ENGINEER GATE VALVE � ).I. TEE ANCHORING COUPLING 2'-0" MIN. 6"D l PIPE PIPE BRACE,½" DIA. METER & BOX SETTING FIRE HYDRANT (SEE SPECS) MIN. J?'-0'' STATE HIGHWAY MTN. 2'-0" COUNTY ROAD _ .. - z ' I I °' �STEEL CASfNG PIPE PER SPECIFICATIONS TO BE BORED I MIN. 12'-0" STATE J-11GHWAY MIN. 2'-0" COUNTY ROAD /. GRADE , MAIN SHALL JOINT PIPE (0 BE D I RESTRAINED R OTHER TYPE OF IFIEDJ WIHITN PrPE AS SPEC CASING& SHALL EXTEND 3' BEYOND ON EACH END MANHOLE COVER SHALL BE ALUMINUM WITH LIFTfNG HANDLE AND PADLOCK HASP AS MANUF. BYHALLIDAY PRODUCTS MODEL No. A48R OR APPROVED EQUAL ROADWAY BORING SECTION 4' DIA PRECAST VALVE BOX CONC. MANHOLE COVER�-SLOPE ALUMINUM -----L-l VALVE BOX TOP 6"" SDR 35--_ PVC PIPE SEE SPECIFICATIONS FOR METER TYPE AND ACCESSORIES - --+-+- -, GATE VALVE \ !'RECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND FfRM FACE OF TRENCH STONE UNE SfZE D.I PIPE · ,,· '· , 4'-0" • 5" · •.•.·,_______:....::_______--+�- '·• .• •_:: ·- ., ' . . '. . . · '•· . PIPE SLEEVE WITH LINK-SEAL FLANGED COUPLING ADAPTER PIPE SIZE TO METER srzE ADAPrER l ., ·:· '. • .. ,. ' �- ' ' : : : CONC. SUPPORT PAD 6 CUBIC FEET or WASHED GRAVEL OR WASHED STONE#5 CONC. FLOOR ALL JOINTS SHALL BE WATER PROOF WITH BITUMJNOUS MASTIC l'-6'" MIN. 'i""i1 SLOPE- VALVE BOX COVER ALUMINUM VALVE BOX TOP ---6" SDR 35 PVC PIPE GATE VALVE 2" DRAIN WHEN APPLICABLE NOTES · I ALL DETAILS TYPfCAL UNLESS OTHERWISE NOTED. 2. DO NOT SCALE DETAILS. HYDRANT SETTING DETAIL 11/2" AND LARGER WATER METER & BOX SETTING TYPICAL WATER DETAILS • REVlSIONS § - i 13 ' E ' u,; � 'iil 1 "o ';i -; " u 0 � - u � � :g � "' "' � ' :f BID SET C 2023 Midwestern f:ngim:en;. Inc. 802 West Brm,clw�y Stre.:1 l' 0. B\lx 295 looJ!oolee. Indiana 47553 DATE JUNE 2023 DESIGN CWR DRAWN ORK Q.C. CHECK PROJECT NUMBER 2021012-04 20 20 OF 27 I Fll£ NU.BER 43219 I Do Not Use Plan Previews for Take Off