Midwestern Engineers, Inc. Plan Preview

0 0 m' 0 0 0 0 > 0 i' � -,._ I o' >c �. " "i W ' mO Q " oZ Q 'i.:1 -� •o' ::: ---- �9 N� X �I -o �o �. u .. _, -o w .� < � "" Q Ow -" ec •> wO zO -Z �- " ' �� >9 LN 5� �. GRADE 00 CLA-VAL MODEL 990 I 1/2" OR 2" PRESSURE REDUC[NG VALVE MIN. PIPE COVER !AW. SPEC[FICATIONS I 1/2" OR 2" TYPE K COPPER AS APPLICABLE STONE BASE 20" 36" FORD COVER CAT. #MC-36-MB (OR EQUAL) ANCHOR LUGS 36" DlA. P.V.C. PIT W/REINFORCED RIBS FORD SERIES 70 COPPERSETTER FOR I 1/2" OR 2" FLANGED METER, WITH BYPASS. BALL VALVE INLET AND OUTLET, #VBB77-15B-44-77-G (GRIP JOINT FOR COPPER) AND #CFJ1-77 (2 REQUIRED) FEMALE BRONZE METER FLANGE. CONTRACTOR SHALL VERIFY THE P.R.V. LAYING LENGTH TO FIT. BY-PASS FULL PORT BALL VALVE WITH PADLOCK WINGS I 1/2" OR 2" TYPE K #4 BAR BENT AS SHOWN CONCRETE NOTE CLASS "B" CONCRETE ·- > . :..;, .-. -. e--� ' .... CONCRETE TO BE PLACED BETWEEN FIRM EARTH OF TRENCH& P[PE AT ALL TEES& BENDS. COPPER AS APPLICABLE INLET THRUST BLOCK DETAILS REDUCER IF REQUIRED SETTER SUPPORT I 6" LONG SCH. 80 RIGID P.V.C. PIPE P.R.V. VALVE & SETTING #i6 GAUGE w w 5 1/2" I 1/2" 11 1/2 ' w 21" 10" 5 1/2" REMOTE TOUCH SENSOR [NSTALLED IN UD W/DRILLED OPENING C.I. FRAME& COVER SET FLUSH WITH GROUND SURFACE ANCHOR LUGS P.V.C. PTT W/RE[NFORCED RIBS COMPACTED CLAY OR LOAM FILL AROUND PIT NOTE, THE SAME TYPE OF METER YOKE WILL BE USED AS IN THE SINGLE METER SETTING WITH A "U" BRANCH CONNECTING THE YOKES GOING INTO THE MEIERS. I"SERVICE TUBE MAIN 3'-0" 2'-0" USE 6" OF NO. 53 AGO. 9 ROLLED EACH 2" AS DETAILED ON PLANS 2'-0" 3'-0" FINISHED CROSS SECTION ACCESS ROAD NOTE, HORIZONTAL DlSTANCES ARE MEASURED AT R[GHT ANGLES TO <t,OF TRACKS BEYOND R/IV LINE 2' BEYOND TOE OF SLOPE I BEYOND R/IV LINE 3' BEYOND CORP. STOP �R.R. R/W (25' MIN.) DITCH LINE (25' MIN.) 0 NOTE, TYP[CAL GATE VALVE CARR[ER PIPE TO BE C.I. R.R. R/IV SEAL CASING PIPE GRADE DOUBLE METER SETTING SADDLES REQ'D. ON PV.C. MAINS RAILROAD CROSSING SECTION GATE VALVE& BOX NOTE, BLOW-OFF VALVE& ACCESSORIES FOR STAINLESS STEEL ALL THREADS 12" MAINS& SMALLER SHALL BE SAME S!ZE AS MAIN. BLOW-OFF VALVE& ACCESSORIES FOR MAINS OVER 12"SHALL BE 12"D.I. PIPE FROM MAINS. ALL F[TT!NGS & PIPE SHALL BE MECHANICAL JOINT. #5 REBAR 8' O.C. LONGITUDlNAL ONLY 0 00 00 PERFORATED 1/4" OPENING. TOTAL OPENING AREA TO BE NOT MORE THAN I SQ. INCH FROST LINE ------WASHED #5 STONE 18" AROUND PIPE PLACE CONC. BETWEEN PIPE AND UNDISTURBED EARTH BLOW-OFF VALVE DETAIL #4 BARS CONTINUOUS TOP& BOTfOM DRAINAGE GATE NENNAH TYPE R-5050SF (OR EQUAL) MMN 0 NOTE, SADDLES REQ'D. ON P.V.C. MAINS CORP STOP COMPACTED CLAY OR LOAM f[LL AROUND PIT 11 1/2" 18" FOR 5/8"&Y/4"METERS ANGLE BALL METER VALVE W/ LOCKING WINGS N 3/4"SERVICE TUBE WI 3/4" SET T ER I" SERVICE TUBE IV/ I"SETTER 21" FOR I" METERS BRACING EYE SETTER SUPPORT I6" LONG SCH. 80 RIGID P.V.C. PIPE 18"MIN. REMOTE TOUCH SENSOR INSTALLED IN LID W/DRILLED OPENJNG C.l. FRAME& COVER SET FLUSH WITH GROUND SURFACE ANCHOR LUGS P.V.C. PIT IV/REINFORCED RIBS DUAL ANGLE CHECK VALVE ASSE APPROVED METER COPPER SETTER SEE SPECIFICATION FOR TYPE AND ACCESSOR[ES METER YOKE W[LL EXTEND THRU WALL W/ 3/4" COPPER, W/ NUT READY FOR CONSUMERS CONNECTION INCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDING RECOMMENDED PIPE JOINT DEFLECTION. USE FITTINGS AND CONC. ANCHOR BLOCKS IF TRENCH DEPTH EXCEEDS REASONABLE CONSTRUCT[ON DEPTHS. GRADE MIN. 3'-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 BEDDlNG REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION OPEN CUT PAVEMENT OPEN CUT MIN. 12'-0"STATE HIGHWAY I MIN.12'-0"STATE HIGHWAY N METER & BOX SETTING MIN. 2'-0" COUNTY ROAD I MIN. 2'-0" COUNTY ROAD PLAN - I 8 I - SECTION APPROX 7'-0" OR AS DIRECTED BY ENGINEER / GRADE z - - :E :E HEADWALL DETAIL N ' ' TYPICAL GATE VALVE \._MAIN d < E r I / FIRE HYDRANT I / (SEE SPECS) BLACK STEEL CASING l.A.W. SPECS. TO BE BORED �MAIN SHALL WITHIN CASI BE D.I. PIPE NG& SHALL YOND ON EXTEND 3' BE GRADE � � .---�__ i: N r WELDED ' -- -- r ' or-c,�I. i ,r,;'cr!=;;,"7:· :i� I� :�"=t=:I ,, STEEL ALIGNMENT ! i WASHER 'I 1: 1/2"LESS _S _ [ _ ZE _ V _ A _ L _ V _ E --e i '--+++--' I THAN BOX :1 !i VALVE VALVE Box ---------. !j j : BOX I.D. 3/8"STEEL PIN 7: : I AT EACH END j l 1: SPOT WELD ,' VALVE ' ' II WELDED 1 : :I SET I CREW II "' N � ,r_ ' Cl "' 00 N 0 � 0 Cl < "OPEN LEPT" OR "OPEN R[GHT" INDlCATOR DUCTILE IRON OPERATING NUT A-1018 COLD ROLLED STEEL STEM AS MANUF. BY GENECO PRODUCTS FREDERICK, MARYLAND 1-800-354-6454 OR APPROVED EQUAL DUCTILE IRON SOCKET d "' � VALVE SIZE MODEL NO. 8"OR LESS VR-B MAIN- ST EM D IA. VALVE STEM EXTENSION 10" OR 12" VR-D 16"AND UP VR-F I.DO " 1.2� 5 --· --,1.50" I SCREW TYPE VALVE BOX � ( GATE VALVE ------------ )) T / STAINLESS ST� ALL THREADS 6" D.L P[PE- ffl - � - ,•·- ., ' . : •· .,,, .. PRECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND F[RM FACE OF TRENCH 6 CUB C FEET OF WASHED GRAV. .L OR WASHED STONE #5 DETAIL OF FIRE HYDRANT CONNECTION STONE EACH END MANHOLE COVER SHALL BE ALUMINUM WITH LITT[NG HANDLE AND PADLOCK HASP AS MANUF. BY HALLIDAY PRODUCTS MODEL No. A48R OR APPROVED EQUAL ROADWAY BORING SECTION 4' DlA PRECAST CONC. MANHOLE �SLOPE UNE S[ZE D.I. P[PE ' _;, 4' - 0" •.,.· . "--- - - -�---- - f-,'T"'.'· ·,' 5" ... ' PIPE SLEEVE WITH LINK-SEAL FLANGED COUPLING ADAPTER r PIPE SIZE TO MErER SIZE ADAPTER '. ;..: . ., ..... .., .-- . -,.· ·, .. , . ' ..• .• .- ...,·,.. ·-, .. CONC. SUPPORT PAD CONC. FLOOR l'-6" MIN. ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUSMASTIC SLOPE� MUELLER #H-10-360 SCREW TYPE VALVE BOX (OR EQUAL) GATE VALVE 2"DRAIN WHEN APPLICABLE NOTES, I. ALL DETAILS TYPICAL UNLESS OTHERWISE NOTED. 2. DO NOT SCALE DETArLS. 1 1/2" AND LARGER WATER METER & BOX SETTING REVISIONS BID SET C 2024 1'!idwe,;tem Engintl'rs. Inc. 80 West Broadway Street P.O. Bo� 295 Loogootee. Indiana 47553 DATE NOVEMBER 2024 DESIGN RDW DRAWN MKW Q.C. CHECK PROJECT NUMBER 2024093-00 9 9 OF 9 I FllI NUMBER 44451 I Do Not Use Plan Previews for Take Off