Midwestern Engineers, Inc. Plan Preview

TACK COAT (TYPICAL) ---+--12" LIP {MIN.) CLEAN SAW-CUT EDGE :6: Y, 0 6" - #53 OR #8 COMPACTED�fi'v�/ '/.(//,(/ STONE, PROVIDE FULL STONE /.,,",_'{',",_) BASE BELOW PAVEMENT /y�y� WHEN AT STREET EDGE /.°"' /."-. ' "( _ SEWER '. TRENCH ' 165#/S.Y. MINIMUM HMA SURFACE TYPE B, 9.5mm IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904 4,000 psi CONCRETE - WITH 6x6 10/10 WWM MINIMUM 5" THICKNESS EXISTING PAVEMENT EXISTING UNDISTURBED SUBGRADE FULL DEPTH GRANULAR BACKFILL COMPACTED TO 95% MODIFIED PROCTOR IN 6" LIFTS TYPICAL ASPHALT STREET/DRIVE TRENCH RESTORATION DETAIL (CONCRETE BASE LAYER) EDGE 6" - #53 OR #8 COMPACTED STONE NO SCALE TACK COAT (TYPICAL) �· . - "'...___ SEWER � TRENCH ' 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 495#/S.Y. (4.5") HMA BASE TYPE B, 25.0mm, IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION SECTIONS 902 & 904 NOTE: 1 SEE PAVEMENT RESTORATION NOTES THIS SHEET FOR ADDITIONAL DETAILS TYPICAL ASPHALT STREET/DRIVE TRENCH RESTORATION DETAIL 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 NO SCALE +--+--12" LIP (MIN.) 4,000 psi CONCRETE - WITH 6x6 10/10W-NM 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 ANO 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 IF DAMAGED DURING CONSTRUCTION PRIOR TO CONCRETE & ASPHALT PLACEMENT. 6. PROVIDE TACK COAT TO ALL HMA SURFACE INTERFACES IN ACCORDANCE WITH THE SPECIFICATIONS & INDOT STANDARDS. 7. STREET AND DRIVE CUTS REPAIR THICKNESS SHALL MATCH EXISTING PAVEMENT THICKNESS, IF THICKNESS IS LESS THAN TYPICAL REPAIR DETAIL, REPAIR DETAIL THICKNESS SHOULD BE USED FOR REPAIR. 8. PAVEMENT REPAIRS PERFORMED WITHIN INDOT ROW SHALL ADHERE TO INDOT STANDARD DETAILS AND SPECIFICATIONS N ,� . � • • . ' . . I I · • • . • ' • �, z " --,,- ?) .- .....:. �--r--- ----- FILL SEO CLASS "C" CONCRETE EXISTING OR PROPO PIPING OR CONDUIT I I '--- �--�--�-- -- ' . c___. /1 4 1 ..� . ------ � : • ; 4 r.. SECTION J5 'C EXISTING OR PROPOSED G OR CONDUIT PIPIN _f_ EXISTING OR PROPOSED PIPING OR CONDUIT /\----------- ---.. ? ) . • • • . _ +--_ CENTERLINE '--- :__-;-�- _:__ ....;.-:....:_4-' - J.; 18" OR LESS CLEARANCE SAME AS PIPE ----a�,-. --1 . . . BEDDING DETAIL • .i �..._<�-�+---� .. •.. ,. 4 CLASS "C" CONCRETE FILL • '. ' >--"""·�, '-�-I----+ 4"' MIN. DEPTH OR AS REQ'D TO OBTAIN FIRM FOUNDATION EXISTING OR PROPOSED PIPING OR CONDUIT SECTION TYPICAL CONCRETE CRADLE '- 'L � - � " ,,- � --- COMPACTED CRUSHED LIMESTONE EXISTING OR PROPOSED PIPING OR CONDUIT I I ?) I I � ' ' n � SECTION Jj 'C EXISTING OR PROPOSED PIPING OR CONDUIT _f_ EXISTING OR PROPOSED PIPING OR CONDUIT ') ----------- -., CENTERLINE ? -+------ '--- · 1 - __!_; 18" OR LESS SAME AS PIPE---lS;tc' BEDDING DETAIL CLEARANCE COMPACTED CRUSHED LIMESTONE EXISTING OR PROPOSED PIPING OR CONDUIT SECTION TYPICAL STONE CRADLE 4" MIN. DEPTH OR AS REQ'O TO OBTAIN FIRM FOUNDATION TYPICAL SEWER PIPE CRADLE DETAILS NO SCALE CLEAN SAND HAND TAMPED OR WALKED (SEE SPECIFICATIONS) 0.0./8 (4" MIN.) NOTES: RESTORATION AS REQUIRED. 12" MINIMUM WIDTH 1.25 (0.0.) + 12" %" 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 1. 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 #8 CRUSHED STONE- - , FRACTURED FACE AGGREGATE HAND TAMPED TO 12" ABOVE P!PE CROWN O.D./8 (4" MIN.) NOTES: RESTORATION AS REQUIRED. 12'" MINIMUM WIDTH 1.25 (O.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 1. CONTRACTOR TO BE RESPONSIBLE FOR ALL FULL DEPTH GRANULAR BACKFILL REQUIRED WITH THE PIPE, MANHOLE & APPURTENANCES INSTALLATION. TYPICAL SEWER TRENCH AND PIPE BEDDING DETAIL NOTES: 1. INDICATOR WIRE SHALL BE INSTALLED ALONG PROPOSED FORCE MAIN; SUCH THAT THE MAXIMUM DISTANCE BETWEEN ANY TWO LOCATIONS FOR SIGNAL STATIONS IS 1000 FEET. 2. TRACER WIRE SHALL BE RUN INTO AND UP THE SIDES OF All MANHOLES/STRUCTURES AND BE SEALED NEAR THE CASTING. 3. UTILITY LOCATOR STRUCTURES ABOVE GRADE TO BE OFFSET FROM PROPOSED MAIN AS NECESSARY FOR INSTALLATION AT THE R-0-W LINE WITHIN AN EASEMENT OR AS OTHERWISE SPECIFICALLY INDICATED IN THE PLANS. 4. CONTRACTOR TO ADD MARKERS AND GENERATOR STATIONS AT EACH SIDE OF ALL BORE LOCATIONS. NO SCALE . . / / UTILITY LINE MARKER, GREEN W/ DUAL SlDED "SANITARY SEWER PIPELINE" WARNING DECALS (TUFF-FLEX ™ BY CARSONITE INTERNATIONAL OR APPROVED EQUAL) GREEN CAST IRON COVER (COLOR CODED PER APWA STANDARDS) INSTALL FLUSH WITH SURROUNDING SURFACE 2' EXCESS ABOVE GRADE, #10 SOLID COPPER HMWPE TRACER WIRE LOOPED AND CONNECTED TO BRASS SCREW PER MANUFACTURER'S RECOMMENDATIONS SNAKE PIT MAGNETIZED TRACER BOX BY COPPERHEAD INDUSTRIES, LLC OR APPROVED EQUAL. BACKFILL WITH #8 CRUSHED STONE FOR SUPPORT TRACER WIRE #10�-U SOLID COPPER HMWPE 12'" - 18" (#8 CRUSHED STONE TO BOTIOM OF TRACER BOX) MAIN LOCATOR SIGNAL STATION NO SCALE TYPICAL DETAILS I REVISIONS - .:: u BID SET C 2024 Midwc.11cm Engince!"8. Inc 802 Wc�t Orn.1dway Sm,el PO Box 295 Loogootee. Indiana 47553 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 1 7 17 OF 26 FllE NUMBER 44310 I Do Not Use Plan Previews for Take Off