Midwestern Engineers, Inc. Plan Preview

FUTURE FIRE PUMP HOUSE (BY OTHERS) STANDOFF lnl ,-.--- . 0 • . • -- �- . 0 . . , 0 • . I - • t-- 0 co w . � - 9 . . ' 0 . . �-- 0 . . • .. L INTERIOR 10'-0" MIN 9'-8" 10" 8'-0" 10" BY OTHERS T BY co:t - R - A � cr T _ o_ R __ -r;1t-;' �."F?==r.=_ =;_,;:. ;,;,,. =, =;. ;a..._.;.. ,_.:.· :-. ..-,-.. · "' -·:....· ,: , _, .a;·�==;.;;_ ='i==. =: ;;=l;-:.,;i'.. , • -- TO FUTURE FACILITY TEMPORARY BLOCKING -- TO FUTURE COLD STORAGE TEMPORARY BLOCKING TEMPORARY BLOCKING -- TO WHITEBOARD TEMPORARY BLOCKING -- TO GREENFIELD TEMPORARY BLOCKING "' ' '"' O? 9 0:, co b .. : 1 : .. ' ' I AC ' AL ' •• ' H ' •. H . , • .. . . • • . . .. 0 N H r® -- H N r® H TEMPORARY BLOCKING FOR FLUSHING AND PRESSURE TESTING USE .. .. . ';, .. • . . . ·.,. . ,; . . .,. . /. TIMELINE NOTES @ MUST BE SUBSTANTIALLY COMPLETED ON OR BEFORE OCTOBER 1, 2025 FOR THE BASE BID AND ON OR BEFORE JUNE 1, 2025 FOR THE MANDATORY ALTERNATE 'A' BID. NO MATERIALS PAST THIS POINT (I.E. THE METER VAULT} SHALL BE PROVIDED BY THE OWNER. ® MUST BE SUBSTANTIALLY COMPLETED ON OR BEFORE JUNE 1, 2025 FOR BOTH THE BASE BIO ANO THE MANDATORY ALTERNATE 'A' BID. SOME MATERIALS SHALL BE PROVIDED BY THE OWNER FOR PROJECT FROM POINT OF CONNECTION No. 6 TO POINT OF CONNECTION No. 7 AT NO COST TO THE CONTRACTOR. SEE SPECIFICATIONS FOR MATERIAL LIST TO BE PROVIDED BY THE OWNER. ANTICIPATED DELIVERY DATE AND NOTICE TO PROCEED DATE IS JANUARY 1, 2025. @ MUST BE SUBSTANTIALLY COMPLETED ON OR BEFORE OCTOBER 1, 2025 FOR THE BASE BID AND ON OR BEFORE JUNE 1, 2025 FOR THE MANDATORY ALTERNATE 'A BID. DUCTILE IRON PIPE SHALL BE PROVIDED BY THE OWNER. SEE SPECIFICATIONS FOR THE MATERIAL LIST TO BE PROVIDED BY THE OWNER. UNIT PRICE BID ITEMS 10" 0 >------t-t--_ f- I I I I I :1 I I I 19'-8" 18'-0" - __ . _,.::___;_:_ • • j No. 4 DOWELS x 2'-0" LONG · DIAGONAL BARS@ CORNERS OF ACCESS NOTES-: ·.:, -· - l - . .-. rr- -- I I .. I I I .I I j; I +----+-.__ L _' . __ -· ·-- --·-.. ,•,-----'--- ' 'J ; '. : . · _. -· ·, . _ · . · _. : __ 3" No 5 BARS SPA.@ 10" o.c.e.w.t.&b. 1O" T. CONG. WALLS wl No. 5 BARS@ 8" o.c. VERT. AND No. 5 BARS@ 10" o.c. HORZ. · · a: · ·-·' · · _ K . . �· ·,..- . · a: · · . . K . ·'· . -- . . ' ' · = .,. - '" POINT OF CONNECTION No. 6 N 0 · -· a: · : K : - . : . , . � · .-" ' . ·-., TOP VIEW SCALE, 1 /2" � 1 '-0" --� . �-·,'.:· ·- a: · _ _ K """" . ' " . . LPROVIDE 24"x24"x6" CONG SUPPORT PAD AROUND VALVE BOX (TYP. ALL LOCATIONS ON METER PIT SITE) DRY TAP NEW 16" 0.1. MAIN TO NEW 16" MAIN WITH A 16"x16"x16" D.I TEE AND THREE (3) 16" BUTIERFLY VALVES STATIC PRESSURE 66 P.S.I MECHANICAL PIPING SCHEDULE A 3" FLOW METER (SEE SPECIFICATIONS) SEE POINT OF CONNECTION DETAIL No. 6, SHEET 8. B 3" MEGA FLANGE RESTRAINED FLANGE ADAPTER C 3" GATE VALVE D 4"x3" D.I. REDUCER 1O" l • X" SMOOTH NOSE SAMPLING COCK OFF PRESSURE GAUGE LINE WITH l3 • FUTURE DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE PIT (BY OTHERS) 36" L 36" No. 6 CORNER BARS IN WALL@ 10" o.c. METER PIT PLAN VIEW 1O" T CONG. WALLS w/ No. 5 BARS@ 8" o c. VERT. AND No. 5 BARS@ 10" o c. HORZ ® ® u ,. ..... I \ E X TURN BALL VALVE - ALL BRASS F 0-200 PSI GAUGE WITH SHUT-OFF VALVE, BRASS FITIING, GAUGE TO BE LIQUID FILLED WITH X TURN BALL VALVE � "' ;;; " 9 "' ·� N - FUTURE 12" WATER MAIN (BY OTHERS} r 16" r c . � ] ,.,- / v c . � FUTURE 10" LOW LOSS BACKFLOW PREVENTION DEVICE IN SEPARATE PIT {BY OTHERS} ,· /----/ TEMPORARY BLOCKING FOR FLUSHING AND PRESSURE TESTING USE 2 OR 3-PIECE PRE-CAST, OR CAST-IN-PLACE CONCRETE VAULT '"'l s CONTRACTOR TO INSTALL ONE FULL PIECE OF 12" 0.1 CLASS 250 PIPE NORTH FROM 12" GATE VALVE AND CAP WITH A SHORT PIECE OF 12" D.I. CLASS 350 PIPE AND M.J CAP INSTALLED INTO THE BELL 12" T. CONG. TOP w/ No. 5 BARS@ 10" o.c.ew. ' 5'-0' (TYP ) Q LUMP SUM BID ITEMS u z PROVIDE 24"x24"x6" CONG. SUPPORT PAD AROUND VALVE BOX (TYP. ALL LOCATIONS ON METER PIT SITE) I I I I I I T/CONC ELEV. 647.30' ... .. . ;.. · . l ! EXISTING / PROPOSED GRADE r I ' I '. PROVIDE MIN 12" TOP SOIL IN DISTURBED AREA NOT ENCOMPASSED IN STONE; SEED AND STRAW EXTRUDED ALUMINUM RAILS ANCHOR TO WALL WITH S.S. SOLTS (TYP.) 1%"0 {035mm) "D" RIBBED RUNGS WALL MOUNTED (L1B) Y,,"0 (013mm) MOUNTING HOLES T/SLAB ELEV. 647.30 z " "' 9 ro � � «Y, � ,;;'»; � %Y, 01 � :<.« �� �� J S:;,; r-v,�A H . . 0 - . 0 . . , 0 . . . • 0 • .. . 2"x4" KEY WAY (TYP ) THE PIT MUST BE A PRECAST TWO OR THREE PIECE UNIT WITH THE SEAM BEING AT THE TOP WALL (2-PIECE) OR AT THE TOP WALL AND BOTTOM WALL (3-PIECE). THE PIT MAY ALSO BE A CAST-IN-PLACE STRUCTURE. PENETRATIONS FOR INLET/OUTLET CONNECTION SHALL BE CORE- DRILLED IN THE FIELD DURING CONSTRUCTION. 10" T. CONC. WALLS w/ No. 5 BARS@ 8" o.c. VERT. AND No. 5 BARS@ 10" o.c. HORZ. E-F-AK A • -,,;. .. • • .. ' E-F-AK • • . . . •• ' i PROVIDE MIN 8" T. x 5'-0" PERIMETER AROUND METER PIT, INDOT No. 53 STONE IN COMPACTED 4" LIFTS OVER CLASS 250 GEOTEXTILE FABRIC \ I WATER STOP (TYP. ALL JOINTS) THE SEAM MUST BE SEALED WITH 12" WIDE MASTIC WRAP 6" ABOVE AND BELOW OUTSIDE SEAM AS FURNISHED BY S&M PRECAST, OR EQUAL. PRIOR TO APPLYING MASTIC, CONCRETE SHALL BE CLEANED AND ...... 3 AEROSOL CANS OF ADHESIVE APPLIED TO WHERE MASTIC WRAP Will BE LOCATED D GENERAL NOTES: ALL FLANGE BOLTS TO BE STAINLESS STEEL USE ANTI-SEIZE LUBRICANT. 2. ALL INTERIOR PIPING ANO VALVES TO BE COATED WITH TVVO (2) FIELD COATS OF TNEMEC SERIES 66 HI-BUILD EPOXOLINE, OR EQUAL, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DO NOT PAINT OVER THE STAINLESS STEEL BOLTS. 3. ALL M.J DUCTILE IRON FITTINGS OUTSIDE METER PIT SHALL BE INSTALLED WITH MEGA-LUG JOINT RESTRAINTS ANO CONCRETE THRUST BLOCKS ON ELBOWS AND TEES. 4. CONTRACTOR SHALL HAVE UNIFORM SLOPE ON INFLUENT/EFFLUENT MAIN COMING IN/OUT OF THE METER PIT. NO FITTINGS SHALL BE USED IMMEDIATELY PRIOR/AFTER THE METER PIT TO ADJUST INFLUENT PIPE DEPTH 5 CONTRACTOR SHALL CONTACT DONNIE SMITH AT (812) 371-6030 A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION AT THE SITE. I I . . • . I . • I ® I ® I I � II\\ 1\\ 1111 II//// ,,,,, ,, �- Ktot 1 1 1 ,, ,, x.,. "I,, ••••• ••••.• ,y(','/ j'',,,_ '<' . . ·{e,\S TERI,'·-<<\ .:: •· � No � ·• -::. [ ( PEI 2100483 \ 1 :::: . : : . :: . . \1i o. ;� s;�,'...� .--�� ! , ,, l'r-_· · ''U Ml"' •• � '°' ,,,,,,�?iiO"iii.:Ct��>," G H I J K L M N 0 p Q R s T u V w X y z AA AB AC AD AE AF AG AH AJ AK AL AM AN AO 3" D.I SPOOL - FLANGE x FLANGE {AS PLACEHOLDER FOR FUTURE FLOW METER) 4" MEGA LUG RESTRAINT X" STEEL PLATE, '"U'' CHANNELS IN THE STEEL PLATES ON EXTERIOR WALL PRESS-SEAL GASKET CORPORATION TYPE PSX DIRECT DRIVE GASKET SYSTEM (8QRS PSX:DD WITH TVVO TAKE UP CLAMPS) PH: 1-800-348-7325 TYP!CAL BOTH INFLUENT AND EFFLUENT PENETRATIONS 4" GATE VALVE w/ 24"x24"x6" CONG. SUPPORT PAD AROUND VALVE BOX 4" ANCHOR COUPLING 10"x10"x4" 0.1.M.J. TEE 10" ANCHOR COUPLING 10" CAP 10" GATE VALVE w/ 24"x24"x6" CONG. SUPPORT PAD AROUND VALVE BOX 16"x16"x10" D.lM.J. TEE 16" ANCHOR COUPLING 16"x12" 0.1. REDUCER 6" ANCHOR COUPLING 10" MEGA LUG RESTRAINT 10"x6" D.I. REDUCER 6" MECHANICAL JOINT ADAPTER 6" GATE VALVE w/ PROVIDE 24"x24"x6" CONG. SUPPORT PAD AROUND VALVE BOX 3-WAYFIRE HYDRANT ASSEMBLY WITH A 6" GATE VALVE 16" MEGA LUG RESTRAINT 4" CAP BILCO TYPE "J-4" ACCESS DOOR 3'-0" x 3'-0" OPENING (ALUM.) WITH S.S. HARDWARE ALUMINUM ACCESS LADDER (SEE DETAIL) WITH BILCO LADDER UP SAFETY POST, SERIES L1E, INCLUDING SAFETY EXTENSION OR EQUAL 4" D.I. CLASS 350 WITH FLANGE END 4" 0.1. SPOOL - FLANGE x M.J. END, 52 INCH LENGTH 16" 0.1 CLASS 250 PIPE WATER MAIN w/ POLY ENCASEMENT, TRACER WIRE, AND BELL RESTRAINT HARNESSES ON ALL JOINTS TO POINT OF CONNECTION No. 6 AT C.R. 700 N STAINLESS STEEL OR ADJUSTABLE PIPE SUPPORT THREE (3) REQUIRED 10" D.I. CLASS 350 PIPE 3" 0.1. SPOOL - FLANGE x PLAINEND, 12 INCH LENGTH (ORDER 1 FT. LONGER THAN ACTUAL LAY LENGTH) S.S. SADDLE WITH 1/'2" NPT FEMALE THREAD CONNECTION, 1)1,," BRASS X TURN VALVE, )';,"x )';," x )';," BRASS TEE (NPT FEMALE), ANO (3) )';,"0 BRASS NIPPLES {NPT MALE BOTH ENDS) 18" DEEP x 2' DIA. CONCRETE PIT WITH ALUMINUM BAR GRATING FLUSH WITH FLOOR 12" ANCHOR COUPLING 12" CAP 12" GATE VALVE w/ 24"x24"x6" CONG. SUPPORT PAD AROUND VALVE BOX w b @ 4' en en � 0 z '"' ""1os . ' L1 D (FLOOR AND WALL MOUNT) PROVIDE COMPACTED GRANULAR BACKFILL (#S's OR #S's) AND 6" THICK CONCRETE SLAB UNDER INFLUENT/EFFLUENT PIPING (TYP.) �iii:JD AP 12" MEGA LUG RESTRAINT GROUT BEFORE MOUNTING TO FLOOR GROUT SLOPE TO SUMP (PRE-CAST) OR SLOPE TO SUMP (CAST-IN-PLACE) 12" T. CONC. SLAB w/ No 5 BARS@ 16" o.c.e w.t.&b. SECTION PROVIDE 6" (MIN. ) COMPACTED STONE BASE No. 6 BARS@ 8" o c VERT. w/ STD. 90 ° HOOK 3 5 · L12" METER PIT DETAIL SCALE: 1 /2" - 1 '-0" 9/4/2024 TREY KIDWELL, P.E IS RESPONSIBLE FOR STRUCTURAL DESIGN OF CAST-IN-PLACE METER PIT. AQ 12" D.I. CLASS 350 PIPE METER PIT DETAILS ii:w I- z !!? 2 C S: IC 0 w .J !;;; 3: REV1SIONS BID SET 0 2024 MidwcslGm Engineers. lnc. 802 We�t Uroadwav S1rect P.O. Box 295 Loogoole�. lndi:ma 47553 DATE SEPT. 2024 DESIGN EKP/SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 10 10 OF 15 I FlLE NUMBER _ 44232 Do Not Use Plan Previews for Take Off