Midwestern Engineers, Inc. Plan Preview

CLEAN SAND HAND TAMPED OR WALKED (SEE SPECIFICATIONS) NOTES: 12" MINIMUM WIDTH 1.25 (O.D.) + 12" 0.0. IDENTIFICATION/WARNING UTILITY MARKER TAPE BACKFILL - FULL DEPTH GRANULAR BACKFILL (#8 CRUSHED STONE) UNDER STREET, DRIVES, OR SIDEWALKS COMPACTED TO 95% MODIFIED PROCTOR IN 6 LIFTS #12 GAUGE COPPER TRACER WIRE W/ HMW-HDPE INSULATION CLEAN SAND BEDDING (TYPICAL) PIPE #8 CRUSHED STONE - -FRACTURED FACE AGGREGATE HAND TAMPED TO 12" ABOVE PIPE CROWN O.D./8 (4" MIN.) NOTES: RESTORATION AS REQUIRED. 12" MINIMUM WIDTH 1.25 (0.D.) + 12" 0.0. BACKFILL - FULL DEPTH GRANULAR BACKFILL (#8 CRUSHED STONE) UNDER OR WITHIN 5' OF STREET OR DRIVES COMPACTED TO 95% MODIFIED PROCTOR IN 6" LIFTS. #8 CRUSHED STONE FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED, PER SPECIFICATIONS 3" MIN. (BELOW BELL) #8 CRUSHED STONE BEDDING SEWER CONTRACTOR TO BE RESPONSIBLE FOR ALL FULL DEPTH GRANULAR BACKFILL REQUIRED WITH THE PIPE, MANHOLE & APPURTENANCES INSTALLATION. CONTRACTOR TO BE RESPONSIBLE FOR ALL FULL DEPTH GRANULAR BACKFILL REQUIRED WITH THE PIPE, MANHOLE & APPURTENANCES INSTALLATION. 2. IDENTIFICATION/WARNING UTILITY MARKER TAPE SHALL BE INSTALLED 12-18" ABOVE PROPOSED FORCE MAIN OR DIRECTLY UNDER PAVEMENT BASE IN PAVED AREAS. TYPICAL TRENCH AND PIPE BEDDING DETAIL FOR SANITARY FORCE MAIN NO SCALE TACK COAT {TYPICAL) 1---1--12" LIP (MIN.) 165#/S.Y. MINIMUM HMA SURFACE TYPE 8, 9.5mm IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904 495#/S.Y. (4.5") HMA BASE TYPE B, 25.0mm. IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904 -<- EXISTING PAVEMENT CLEAN SAW-CUT EDGE 6" - #53 OR #8 COMPACTED STONE, PROVIDE FULL STONE BASE BELOW PAVEMENT WHEN AT STREET EDGE EDGE 6" - #53 OR #8 COMPACTED STONE 112" SEALANT AT SURFACE 1/2" CONSTRUCTION JOINT (TYP.) CLEAN SAW-CUT EDGE 6" - #53 COMPACTED STONE, PROVIDE FULL STONE BASE BELOW PAVEMENT WHEN AT STREET EDGE . ' . ., •, ""- SEWER TRENCH TYPICAL ASPHALT DRIVE . - - - - - RESTORATION DETAIL NO iJCALE EXISTING UNDISTURBED SUBGRADE FULL DEPTH GRANULAR BACKFILL COMPACTED TO 95% MODll'"IED PROCTOR IN 6" LIHS TACK COAT (TYPICAL) 165#/S.Y. HMA SURFACE, 9.5mm, IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904. FULL WIDTH PAVEMENT OUTSIDE TRENCH TO BE MILLED 1.5" AND RESURFACED TYPICAL ASPHALT STREET RESTORATION DETAIL NO SCALE 1--+-- 12" LIP (MIN.) 495#/S . Y. (4.5") HMA BASE TYPE 8, 25.0mm, IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904 NOTE: 1. SEE PAVEMENT RESTORATION NOTES THIS SHEET FOR ADDITIONAL DETAILS 4,000 psi CONCRETE · WITH 6x6 10/10 WNM MINIMUM 5" THICKNESS EXISTING UNDISTURBED SUBGRADE FULL DEPTH GRANULAR BACKFILL COMPACTED TO 95% MODIFIED PROCTOR IN 6" LIFTS TYPICAL CONCRETE STREET/ DRIVE RESTORATION DETAIL NO SCALE PAVEMENT RESTORATION NOTES: 1. ALL STREET AND DRIVE CUTS TO UTILIZE THE TYPICAL DETAILS FOR RESTORATION, UNLESS OTHERWISE INDICATED. 2. DRIVE CUTS TO BE REPAIRED BEYOND THE TRENCH LIMITS FROM EEGE OF EXISTING ROADWAY PAVEMENT TO THE EXISTING RIGHT-OF-WAY. INTERFACE BETWEEN EXISTING CONCRETE DRIVE AND CONCRETE REPAIR TO OCCUR AT EXISTING JOINT. 3. 2" RADII TO BE CONSTRUCTED AT ALL DRIVE/ROAD INTERFACES, UNLESS OTHERWISE NOTED. 4. HMA SURFACE COURSES TO BE INSTALLED DURING PROPER WEATHER CONDITIONS. 5. SAW CUT EDGES TO BE RECUT \F DAMAGED DURING CONSTRUCTION PRIOR TO CONCRETE & ASPHALT PLACEMENT. 6. PROVIDE TACK COAT TO ALL HMA SURFACE INTERFACES IN ACCORDANCE WITH THE SPECIFICATIONS & INDOT STANDARDS. TYPICAL SEWER TRENCH AND PIPE BEDDING DETAIL NO SCALE :::-1[_ · 1 ·1 • .; d� " - ..:�-J-''- i --- -_______::1 CLASS "C" CONCRETE FILL r 1 -� J -- L -- i5 '--- -� -· � : .'\' : I.,. �----+--'+--'�'� EXISTING OR PROPOSED PIPING OR CONDUIT EXISTING OR PROPOSED-------< PIPING OR CONDUIT SECTION L - EX1Sf1NG OR PROPOSED PIPING OR CONDUIT (\------..=---� ..... ----� -.... ' I -- - - -- - - - - - - I _ - - CENTER_LLN!c ( ' . . (� �=- ._ - ··-.:..=._.:. -= 2,. - · -=..:..J- , : 1 18" OR LESS SAME AS PIPE----<e-c,-. --1 CLEARANCE BEDDING DETAIL , � 4 r ,,-�- �;----:,;---t---�-� CLASS ''C" CONCRETE FILL .. I., • ., A� ., . . I • ,)-..L,"' , '•L- -�..+- - - 4" MIN. DEPTH OR AS REQ'D I TO OBTAIN FIRM FOUNDATION EXISTING OR PROPOSED PIPING OR CONDUIT SECTION TYPICAL CONCRETE CRADLE COMPACTED CRUSHED LIMESTONE ' - I __ ...... \_ EXISTING OR PROPOSED PIPING OR CONDUIT EXISTING OR PROPOSED------PIPING OR CONDUIT h SAME AS PIPE BEDDING DETAIL COMPACTED CRUSHED UMESTONE SECTION L EXISTING OR PROPOSED PIPING OR CONDUIT (\----------- � CENTERLINE I r -+-------- -- � - _J_; 18" OR LESS CLEARANCE 4" MIN. DEPTH OR AS REQ'D I TO OBTAIN FIRM FOUNDATION EXISTING OR PROPOSED PIPING OR CONDU!T SECTION TYPICAL STONE CRADLE TYPICAL SEWER PIPE CRADLE DETAILS NO SCALE STR. No SA-1 SA-2 SA-3 SA-4 SA-5 SA-6 SA-7 SA-8 SA-9 SA-10 SA-11 SA-12 SA-13 SA-14 SA-15 SA-16 SA-17 SB-1 SB-2 SC-1 SC-2 SC-3 SC-4 U.S 6 VALVE VAULT U.S. 6 WET WELL WAYNE ST VALVE VAULT WAYNE ST. WET WELL STATION NORTHING 0+00, LINE "S-A'' 2252455.60 3+28, LINE "S-A" 2252469.97 3+66, LINE "S-A" 2252471.72 6+64, LINE "S-A" 2252174.26 9+34. LINE "S-A" 2251904.35 12+34, LINE "S-A" 2251904.36 14+72, LINE "S-A" 2251902.40 19+11, LINE "S-A" 2251916.57 23+70, LINE "S-A" 2251913.23 24+95, LINE "S-A" 2251912.27 26+75, LINE "S-A" 2251905.98 28+03, LINE "S-A" 2251777.72 30+75, LINE "S-A" 2251506.01 31+56, LINE "S-A" 2251424.75 34+94, LINE "S-A'' 2251087.08 38+09, LINE "S-A'' 225109142 41+30, LINE ''S-A" 2251095.83 1+81, LINE "S-B" 2251509.21 3+11, LINE "S-B" 2251512.62 0+00, LINE "S-C" 2251066 01 3+11, LJNE "S-C" 2250754.94 6+40, LINE "S-C" 2250425.88 9+78, LINE "S-C" 2250088.12 2253557.28 2253568.47 2249508.04 2249502.15 BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITTING EACH WAY STRUCTURE DATA TABLE EASTING STRUCTURE TYPE RIM 507878.54 60"0 MANHOLE 890.85± 507550.41 60"0 MANHOLE 892.94± 507512 43 60"0 MANHOLE 894.87± 507517.62 48"0 MANHOLE 894.91± 507521.62 60"0 MANHOLE 896.44± 507221.99 48"0 MANHOLE 898.62± 506983.60 600 MANHOLE (INSIDE DROP) 902.93± 506545 13 48''0 MANHOLE 909.18± 506085 85 48"0 MANHOLE 907.95± 505960.50 60"0 MANHOLE (OUTSIDE DROP) 906 93± 505780.83 60"0 MANHOLE (OUTSIDE DROP) 907.40± 505783.53 60"0 MANHOLE (OUTSIDE DROP) 906.83± 505789.43 60"0 MANHOLE 908.16± 505791.79 60"0 MANHOLE (OUTSIDE DROP) 908.27± 50580149 60"0 MANHOLE (OUTSIDE DROP) 909.73± 506116.59 48"0 MANHOLE 906.83± 506437.37 48"0 MANHOLE 902.00± 505970 00 60"0 MANHOLE 907.44± 506100.28 48"0 MANHOLE 905.83± 504153.48 48"0 MANHOLE (INSIDE DROP) 914.29± 50415945 48"0 MANHOLE 914.39± 504167.34 48"0 MANHOLE 912.69± 504174.75 48"0 MANHOLE (INSIDE DROP) 914.54± 507430.28 7'-0" x 12'-0" PRECAST CONC. VAULT 885.58± 507421.87 10'-0"0 MANHOLE SECTION 885.58± 503671 13 5'-0" x 5'-0" PRECAST CONC. VAULT 901.21± 503661.65 7'-0"0 MANHOLE SECTION 900.88± FITTING WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF MEGA-LUG JOINT RESTRAINT, OR EQUAL � 1 • MIN. PER TABLE • 1 :. -</. ::.1 =�]:Cf10 �f---,[·�:'_:. - -_ w� CD en <{ - .- " 0: w w a_ a_ "'.z z - DEPTH CASTING TYPE 6.7± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 6.7± EAST JORDAN IRONWORKS 1022 / NEENAH R-1772 (SOLID COVER) 8.5± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 8.2± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 9.3± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 10.5± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 14.2± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 19.1± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 17.3± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 16.0± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 16.2± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 15.4± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 16.4± EAST JORDAN IRONWORKS 1022 / NEENAH R-1772 (SOLID COVER) 16.3± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 17.3± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 13.6± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 8.0± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 11.0± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 8.9± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 11.1± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 10.4± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 7.9± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 8.9± EAST JORDAN IRON WORKS 1022 / NEENAH R-1772 (SOLID COVER) 7.5± "HALLIDAY PRODUCTS" SERIES S1S ALUMINUMACCESS HATCH 9.0± "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH 7.9± "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH 6.0± "HALLIDAY PRODUCTS" SERIES S1S ALUMINUM ACCESS HATCH STONE BED " BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITTING EACH WAY . . '. ' ·- BENT AS SHOWN #4 REBAR BENT AS SHOWN . . � '. . • •,' •. '.; ·' -'\ - ·(Q' CD ·:··. -� - :-··:_,_. ; .... : "' STONE BED A' VERTICAL ' .•.··· • SEE SPECIFICATIONS STONE BED HORIZONTAL TYPICAL THRUST BLOCK DETAIL NO SCALE fu " TYPICAL DETAILS • RliVISIONS BID SET 02024 Midwestern Engineers. Inc. S02 Wesl Broactway S1rcc1 PO Box 295 Loogootee. lndinna 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 25 25 or 35 FllE NUMBER LILI \OJ Do Not Use Plan Previews for Take Off