Midwestern Engineers, Inc. Plan Preview

� z :, z " � !I - � " w �w 0 •" NW z o< !, M �� � i �� oO C [::'I- --.. ,. Q � cc " ' .g ; --.. �� � (),; ;,: li" <., .. " � . � 0 < "" w ' - C ao 1'l �· :I! NY 5N 55 0 . "" 12" MIN. WIDTH OF EXCAVATION 12" MIN. EXISTING FINISHED GRADE EXISTING FINISHED GRADE I 1- AS NEEDED -1 DEPTH OF NEW PAVEMENT SHIALL BACKFILL MATERIAL NO. 7 CRUSHED STONE 12" MIN. I FORCE MAIN BEDDING MATERIAL NO. 11 CRUSHED STONE UNDISTURBED SUBGRADE FORCE MAIN TRENCH DETAIL NON PAVED AREAS BEYOND 2' FROM PAVEMENT BUT WITHIN BANK NOT TO SCALE BE EQUAL TO OR GREATER THAN DEPTH OF EXISTING PAVEMENT, BUT NOT LESS THAN 6" ------� .:,,._ ---------�"----�----- EXISTING PAVEMENT BEDDING MATERIAL -- --fl, NO. 11 CRUSHED STONE UNDISTURBED SUBGRADE BITUMINOUS MATERIAL '· / ·:.;,/ . FORCE MAIN TRENCH EXISTING PAVEMENT AREAS TO 2' NOT TO SCALE UNDISTURBED SUBGRADE FLOWABLE FILL FORCE MAJN DETAIL - BEYOND NOTES: TYPE OF NEW PAVEMENT SHALL MATCH EXISTING PAVEMENT (BITUMINOUS OR CONCRETE). TRENCH SHALL BE SAWCUT PRIOR TO EXCAVATION TO MINIMIZE DAMAGE TO EXISTING PAVEMENT SURFACE. MINIMUM BITUMINOUS PAVEMENT PATCHING SECTION SHALL BE 660 # / SYD. 165 # / SYD. BIT. SURFACE 11 ON 495 # / SYD. BIT. BASE 5. ALL BACKFILL SHALL BE THOROUGHLY COMPACTED BY MECHIANICAL TAMPS. EACH SECTION OF PIPE SHALL HIAVE A FULL FIRM BEARING THROUGHOUT IT'S LENGTH. PAVEMENT 24" WIN. PIPE S<PARAllOff COMMON TRENCH CONSTRUCTION HOLLOW COPPER TUBE , ---3•-o·---1---2 ·-o"--,---------------12 '-o"-------------- 1-2 '-o"--+---3'-o"---1 FLEXIBLE UTLJTY MARKER WITH TWO TERMINAL TEST ACCESS POINTS FOR TRACER WIRE, COLOR GREEN TERMINAL TEST 2 " CROWN SUBGRADd MODEL "TUFFCAT" CTFC072DBU WITH DECALS CW-112 AND TOF-258 AS MANUFACTURED BY CARSONITE INTERNATIONAL, PH. 1-80D-648-791 (OR EQUAL) TO BE INSTALLED AT 1ODD FT. MAXIMUM SPACING, IN FENCE LINES, ET 4'-0 " GRAD E ACCESS POINT I INSERT TRACER WIRE INTO TUBE AND CRIMP • � NO. 12 COPPER TRACER WIRE TYPICAL STONE ACCESS ROAD ANCHOR BARB ATTACHMENT 2• HDPE CURB VALVE 2" HDPE SDR-9 (IPS SIZE) PIPING LAJD ON A POSITIVE SLOPE FROM FORCE MAJN TO AIR RELEASE VALVE � FORCE MAJN STAJNLESS STEEL SADDLE TAP (SIZE AS REQ'D)-------- 2• CORP. STOP 36" DIA. BY 36" DEEP ADS PIPE PIT WITH A 36"x2D" D.I. REDUCING FRAME WITH 20" FRAME AND LJD AS MANUFACTURED BY VESTAL MANUFACTURING 36" DIA. BY 36" DEEP ADS PIPE PIT WITH A 36"x20" D.I. REDUCING FRAME WITH 20" FRAME AND LJD AS MANUFACTURED BY VESTAL MANUFACTURING 6" SDR-35 PVC PIPE 2" HDPE SDR-9 (IPS SIZE) PIPING LAID ON A POSITIVE SLOPE FROM FORCE MAIN TO AIR RELEASE VALVE 2" CORP. STOP STAINLESS STEEL SADDLE TAP (SIZE AS REQ'D) � FORCE MAIN NOTE, NOT TO SCALE 2" THICK x 8" WIDE x 16" LONG CONCRETE THRUST BLOCK PLAN VIEW MODEL D-D2D COMBINATION AIR VALVE BY A.R.I. AQUESTIA OR EQUAL. MODEL D-020 COMBINATION AJR VALVE BY A.R.I. AQUESTIA OR EQUAL. 1" BLOW-OFF VALVE (BRONZE) 4" MIN OF No. 8 STONE "'----.._2" HDPE CURB VALVE � 2 " THICK x 8 " WID x 16" LONG CONCRETE THRUST BLOCK SECTION FORCE MAIN SHALL BE LOCATED AT A DEPTH TO ACCOMMODATIE AJR RELEASE VALVE AIR RELEASE VALVE DETAIL NOT TO SCALE FORCE MAJN TRACER WIRE SHALL BE NO. 12 TW, THW, THHW, COPPER WIRE ALL UNDERGROUND SPLICES IN TRACER WIRE SHALL BE CONNECTED WITH A 3M ELECTRICAL PRODUCT DIVISION NO. 054007 - 09053 DIR CT BURY SPL 2'-0 " FORCE MAIN PLUG VALVE LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS S.S, ALL-THREAD RODS OR MEGA-LU 3' ST1RAIGHT RUN OF D,I. PIPE 45" D.I. BEND C.I. FRAME AND COVER SET FLUSH WITH GROUND 2 1/2" NST NOZZLE NOT TO SCALE PLAN VIEW VALVE BOX AND LID 18" PVC PIT WITH REINFORCED RIBS FRAME AND LID TO BE MANUFACTURED BY VESTAL MANUFACTURING. CONTRACTOR SHALL REQUIRE MANUFACTURER TD REFERENCE DRAWING NO. 84D12G-C 2 1/2" NST NOZZLE / NEENAH -,- -- -Tr__l_ RO _ N -, NOZZL E C ,. A � _,... -' ....,, .L--,,, 42" MIN. D.I. WY 0 3" PLUG VALV S.S. ALL-THREAD RODS OR MEGA-LU 45• D.I. BE REDUCE AS REQUIRED TD 2 1/2" 18" DIA. PVC PIT AS MANUFACTURED BY MIDWEST METER, INC. (PH. 1-800-634-4746) 45" D.I. BEND -...._ 'D.I. PIPE ......S.S. ALL-THREAD "'---.., RODS OR MEGA-LUGS "' 3' STRAIGHT RUN OF D.I. PIPE S.S. ALL-THREAD RODS OR MEGA-LUGS SECTION TYPICAL CLEAN OUT DETAIL NOT TO SCALE NOTIE, CONTRACTOR SHIALL BE REQUIRED TO PROVlDE PHOTOGRAPHS OF THE FIELD TILE REPAIR (BOTH PRIOR TO AND AITTR REPAIR) PRIOR TO EARTH LOAM BACKFILL. THE CONTRACTOR SHALL PROVIDE A LABELED 3-RING BINDER CONTAINING THE REQUIRED PHOTOGRAPHS. EACH PHOTOGRAPH SHALL BE PROPERLY LAJBELED WITH THE PROPER STATIONING, SIZE OF TILE REPAIR, DATE OF REPAIR AND PROPERTY OWNER. EXISTING FIELD TILE FERNCO ADAPTER INSTALLED EACH SIDE OF FIELD TILE REPAIR OR ENGINEER APPROVED EQUAL ------ ------ FORCE MAIN EARTH LOAM BACKFILL PVC PIPE SAME SIZE AS CUT FIELD TILE ------ ------ -2' MIN.-1 #53 STONE BACKFILL UNDER PVC PIPE FIELD TILE REPAIR DETAIL EXISTING FIELD TILE NATIVE SOIL BACKFILL BACKFILL CONSOLJDATIED TO TOP OF Pl FLAT BOTTOM-'lfcM TRENCH ;✓: / '• TRACER WIRE WHERE AJPPLICABLE NO ROCK & NON-GRANULAR BACK FILL NATIVE SOIL BACKFILL TRACER WIRE WHERE APPLICABLE COMPACTIED GRANULAR BACKFILL NO ROCK & GRANULAR BACK FILL TRACER WIRE WHERE APPLICAJBLE � TRACER WIRE WHERE APPLICABLE 4" OF SAND OR 8" OF NATIVE SOIL (IF APPROVED BY ENGINEER) -� COMPACTIED GRANULAR BACKFILL 4" OF SAND OR 8" OF NATIVE SOIL (IF APPROVED BY ENGINEER) ROCK EXCAVATION & NON-GRANULAR BACK FILL ROCK EXCAVATION & GRANULAR BACK FILL ''« FORCE MAIN BEDDING DETAILS NOT TO SCALE CARRIER PIPE TO BE MECHANICAL JOINT OR RESTRAINED JOINT DUCTILE IRON PIPE AS SPECIFIED WELDED STEEL CASING (SEE SPECS) NOTE, HORIZONTAL DISTANCES ARE MEASURE[ AT RIGHT ANGLES TO CENTIERLJNE OF TRACK FORCE MAIN SEAL (TYPICAL OF BOTH ENDS) FORCE MAIN RAILROAD CROSSING DETAIL NOT TO SCALE EXISTING GRADE EXISTING GRADE 2 • MIN. I FORCE MAJN C.I. MIN. 3' CRUSHED STONE NOTE, IF ROCK IS ENCOUNTERED, A MIN, OF 6" SAND BEDDING IS REQUIRED FORCE MAIN CREEK CROSSING DETAIL NOT TO SCALE OPEN-CU t PAVEMENT -OPEN-CUT 12·-o· r CARRIER PIPEElTDD-BBIE�:'7'= - :.:: - :.:: - :.::-:.::-:.::-:.::-:.: - =s - ::= - :.: -:.: -:.: -::.:-::.:-::.:-::.:-::.: -::.:-=- -=- -=- - = - = - = - = -= - = -= - *� - , ---� WELDED STEEL CASING FORCE MAJN (SEE SPECS) MECHIANICAL JOINT 0 REST1RAINED JOI DUCTILE IRON 1-------TO BE BORED-------, SEAL (TYPICAL OF BOTH ENDS) FORCE MAIN STATE HIGHWAY BORING DETAIL NOT TO SCALE TWO SPACERS PLACED SEAL CASING WITH AT EACH END OF CASING BRICK/MORTAR (TYPICAL) PER SPECIFICATION � TRACER "-._ WIRE OLYETHYLENE ENCASEMENT REQUIRED FOR ALL D.I. PIPE 1 -6' - 10' TYPICAL:--1 BETWEEN SPACERS I CASING PIPE i I NYLON CABLE TIES FOR TRACER WIR , Mll't 2 PER PIPE AINLESS STEEL CASING SPACERS WITH POLYMER RUNNERS J,,S MANUFACTURED BY CASCADE WAITRWORKS MFG. PH: 1-800-426-4301 2' FROM Bfil END TYPICAL CASING SPACERS AND END SEALS DETAIL REVISIONS BID SET C 2023 Midwc�tcrn E�gineer�. Inc. 802 Wcsl Broadw:iy Street P.O. Be>x 295 Loo�oott<:. lndi,ina 47553 DATE JULY. 2023 DESIGN J,W.W. DRAWN C.Z.M. Q.C. CHECK PROJECT NUMBER 2021005-14 29 29 OF 30 ======================================================================================================================================================:J 11 FllE NU•BER •• Do Not Use Plan Previews for Take Off