Midwestern Engineers, Inc. Plan Preview

Q Q oc i - 0 Q z 0 �u 0 0 ",� N !, 0 0 u, ,, :S :< � ,8 cg Q �� = "'I � "o i: " . ' 8� rll NO ·� " .. "'0 "1 $� - C � Iii 0 a: li • re' 8 ze 0 0 o< �u o_ ,N 0 £ :5 a • <c MANHOLE COVER SHALL BE ALUMINUM WITH LIFllNG HANDLE AND PADLOCK HASP AS MANUF BY 1-IALLLDAY PRODUCTS MODEL No. A48R OR APPR VED EQUAL 4' DIA PRECAST CONC. MANHOLE -.. �<· . ,•.· 4'-0" : S " ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC ,,:,·J-- ------- - - - - =ct-� • ·' i . ,-, FORD SERIES 70 COPPERSETTER FOR 2" FLANGED .•. ', CLA-YAL MODEL 990 2" <·. PRESSURE REDUCING .,' ·,. VALVE ADJUST RANGE • S· • TO 85 PSI , . . .· : MIN. PIPE COVER PER SPECJFICATIONS PlPE SLEEVE WITH LINK-SEAL - ... , .,. • METER. WITH BYPASS. BALL VALVE INLET AND . ' , . . ; OUTLET.#VBB77-15B-44-77-G (GRIP JOINT FOR COPPER) AND#CFJJ-77 (2 REQUIRED) FEMALE BRONZE METER FLANGE. CONTRACTOR SHALL VERIFY THE P.R.V. LAYING LENGTH TO FlT. '· BY-PASSFULLPORT BALL VALVE WITH PADLOCK WINGS #4 BAR BENT AS SHOWN CONCRETE NOTE, CLASS "B" CONCRETE •, �:\ :,;.:• --� .e > -: •.-r-- ·,_ .'• '.-' .· · . . . ..•· .. 2" HOPE SDR-9 CTS--,;._, AS APPLICABLE 2" HDPE SDR-9 CTS AS APPLICABLE CONCRETE TO BE PLACED BETWEEN FIRM EARTH OF TRENCH&PIPE AT ALL TEES&BENDS. OUTLET·. THRUST BLOCK DETAILS PIPE SLEEVE WITH LINK-SEAL REDUCER AS REQUIRED ," CONC. SUPPORT PAD CONC. FLOOR 2" DRAIN WHEN APPLICABLE 2" P.R.V. VALVE & SETTING NOTE, #16 GAUGE VALVE BOX COVER L GRADE ALUM !N c UM -::-:-----,;;;;;;;,r-----s�� '-.__ ::--� ME � G - ALUG VALVE BOX TOP PERFORATED l/4" OPENING. TOTAL OPEN!NG 6" SDR 35 AREA NOT TO BE MORE THAT l SQ. INCH PVC PlPE WASHED#5 STONE J 8" AROUND PIPE ANCHORING COUPLING MEGALUG BLOW-OFF VALVE&ACCESSORIES FOR 12"MAINS&SMALLER SHALL BE SAME SIZE AS MAIN. BLOW-OFF VALVE& ACCESSORIES FOR MAINS OVER 12"SHALL BE 12" DJ. PIPE FROM MAINS ALL FITTINGS &PIPE SHALL BE MECHANICAL JOINT. ·• ··-· -.: • #5 REBAR 8" O.C LONGITUDINAL ONLY BUTTERFLY VALVE--� 1', 2c to BLOW-OFF VALVE DETAIL #4 BARS CONTINUOUS TOP&BOTTOM PLACE CONC. BETWEEN PIPE AND UNDISTURBED EARTH CORP. STOP MODEL 4701BT WITH INSERT STIFFENER MODEL 6133T BY AY. McDONALD MFG. GO 0 MAIN NOTE, COMPACTED CLAY OR LOAM FILL AROUND PIT ANGLE BALL VALVE ¾" 1-LD.P.E SDR.•9 C.T.S. (UNLESS OTHERWISE SPECIFIED) FOR¾" INLET SETTER. l" 1 - LD P.E, SDR-9 c:r.s. (UNLESS OTHERWISE SPECIFLED) FOR I" INLET SET T ER. SADDI,ES REQ'D, ON ALI, MAINS PER SPECIFIC.ATlONS SETfER SUPPORT 16" !33/]6" ( 20" FOR 5/8 &3/4" t,!ETERS 24"FOR I\METERS BRACING EYE LONG SCH 80 RIGlD P.V.C.-� PWB BRAtE; ½' 1 DtA. REMOTE SENSOR INSTALLED IN LID W/DRILLED OPENING HIGH STRENGTH POLYPROPYLENE FRAME& COVER SET FLUSH WlTH GROUND SURFACE ANCHOR LUGS I.LOPE PIT WITH REINFOCED RIBS WITH NOTCHES FOR SERVICE LINES AS MANUFACTURED BY FRANCESVILLE DRAIN TILE (FRATCO) CORP. ANGLE DUAL CHECK VALVE METER COPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPEC ! FICATION FOR TYPE AND ACCESSORIES MBTER YOKE WILL EXTEND THRU WALL WITH 3/4" COPPER DUAL PURPOSE OUTLET CONNECTiON METER & BOX SETTING V, ' "' r Ul .Jucc "- xO "' "' ' - �zo �--r- ::Joo ::o::i:q.... !@ .J � _, - <t -< f-- l.l.l w..no f-< 1', - -< (/Jo D u.l '° .....J > u.. ;;I :;! 0 \;' l.l.l_J " < z .J> 0 .J <-< "' :r: :c z "' f-< "' 53� zo l.l.l "' "' 2c >�l.l.l .J �s- -< � (/) > "' "' SECTION HEADWALL DETAIL VALVE BOX COVER GRADE WELDED STEEL ALIGNMENT WASHER--� SIZE VALVE BOX 1./2" LESS THAN VALVE BOX I.D. 0 < V, i5 N r, "OPEN LEfl-·' OR "OPEN RIGHT" INDICATOR ____ DUCTILE IRON - OPERATING NUT Co � :::, - 0 VALVE SIZE 8"OR LESS 10" OR 12" 16" AND UP MODEL NO. STEM DLA. VR-B JOO" VR-0 1.25" VR-F 1.50" APPROX. 7'-0" OR AS DIRECTED BY ENGINEER NOTE, VALVE BOXES SHALL BE SCREW TYPE, 2-PIECE OR 3-PIECE CAST IRON WITH CAST IRON LLD IN ALL STONE. ASPHALT OR CONCRETE AR.EAS. VALVE BOX COVER FIRE HYDRANT (SEE SPECS) --- -,xv ,:;�� J \c.===rr---------jc==,=j?>,y;:0';):i);)»�-,�- - - - " -� � ALUMINUM I A VALVE BOX TOP MANHOLE COVER SHALL BE ALUMINUM WITH LIFIING HANDLE AND PADLOCK HASP AS MANUF. BY HALUDAY PRODUCTS MODEL No. A48R OR APPROVED EQUAL 4' DIA PRECAST VALVE BOX CONC. MANHOLE " COVER� ',_ -SLOPE ALUMINUM ----1---' VALVE BOX TOP 6" SDR 35 PVC PIPE ·�--------..J 6" SDR 35 PVC PIPE SEE SPECIFICATIONS FOR METER TYPE AND ACCESSORIES ----t-t--� AS DETAILED ON PLANS - ,�l "" -1 IL:::::::: LI I USE 6" OF NO. 53 AGG. ROLLED EACH 2" 2"CROWN SUBGRADE J I FINISHED CROSS SECTION ACCESS ROAD NOTE, HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO (LOF TRACKS BEYOND R/W LINE BEYOND R/W LINE �R R R/W I SEAL 2' BEYOND TOE OF SLOPE I (25 MIN.) CARRIER PIPE TYPICAL TO BE D.L GATE VALVE RESTRAINED JOINT 3' BEYOND DITCH LINE (25' MIN.) R.R. R/W SEAL STEEL CASING PIPE PER SPECIFICATIONS 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 MIN. 4'-0" CRUSHED STONE NOTE, I. SEE PLAN SLIEETS FOR SIZE AND TYPE OF PIPE. 2. PLASTIC SHALL BE ENCASED WITH 8" SAND. 3. IF ROCK JS ENCOUNTERED. MJN. 6" SAND BEDD[NO REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION 0l'BN CUT PAVEMENT - - OPEN CUT TYPICAL GATE VALVE \_MAlN MIN. 12'-Q" STAtE HIGHWAY I MIN. 12'-0" STATE HIGHWAY MIN. 2'-0"COUNTY ROAD I � 00 "' h I �STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED I MIN. 2'-0" COUNTY ROAD /- GRADE 1 �. MAIN SHALL B JOINT PIPE (0 E D L RESTRAINED R OTHER TYPE OF FIED) WITHIN PIPE AS SPEC[ CASING&SHALL EXTEND 3' BEYOND ON EACH END ROADWAY BORING SECTION 4'-0" PIPE SLEEVE WITH LINK-SEAL .. : . . • .· ,: ;_�� .. ALL JOINTS SHALL BE IVATER PROOF WITH BITUMJNOUS MASTIC 'li"'l'"sLOPE- VALVE BOX COVER ALLJMINUM VALVE BOX TOP ---6" SDR 35 PVC PIPE NOTES, 1. ALL DETAILS TYPICAL UNLESS OTHERWISE NOTED. 2 DO NOT SCALE DETAILS. > 6"SDR 35 PVC PIPE 3/8" STEEL PIN AT EACH END WELDED APPX. 7'-0" OR AS FLANGED COUPLING ADAPTER SPOT WELD--1fe;f;';i VALVE 6 "' "'- N N A-JOl8 COLD ROLLED STEEL STEM AS MANUF BY GENECO PRODUCTS FREDERICK, MARYLAND 1-800-354-6454 OR APPROVED EQUAL DUCTILE IRON SOCKET MAIN d "" � � VALVE STEM EXTENSION I DIRECTED BY ENGINEER GATE VALVE 2'-0" MIN. GATE VALVE \ PIPE SIZE TO METER SIZE ADAPTER GATE VALVE ANCHORING COUPLING 6" DJ. PIPE PRECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH 6 CUBJC FEEf OF WASHED GRAVEL OR WASHED STONE#S HYDRANT SETTING DETAIL STONE LLNE SIZE DJ. PIPE CONC SUPPORT PAD CONC. FLOOR l'-6" MIN. 2" DRAIN WHEN APPLICABLE 1 1/2" AND LARGER WATER METER & BOX SETTING WATER DETAILS • REVISIONS PRELIMINARY NOT FOR CONSTRUCTION C 2024 Midwestern Engin.xrs, Inc. 802 Wcsl Broa<lw11y Street P.O. !lox 2.95 Loogootre. Indian� 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKL'.BDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 30 30 OF 48 I Fllf NUMBER 43898 I Do Not Use Plan Previews for Take Off