Midwestern Engineers, Inc. Plan Preview

��:�: s ;')i:�:;;:;;:::,::; BINDER AND A 1.)1.( OF INDOT BITUMINOUS SURFACE COURSE FOR COUNTY ROADS +ND IN ACCORDANCE WITH CURRENT INDOT REQUIREMENTS f- b Q_ � w I z ,_ " "' N - w 0 0. ci '° TRENCH IN ACCORDANCE WITH OSHA REGULATIONS 12" MIN. PIPE 12" O D MIN. / CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT EXISTING BASE /'/, / . 1_1 , I I' -� \ EXISTING COMPACTED AGGREGATE UNDISTURBED SUBGRADE FLOWABLE FILL BACKFILL WITH INDOT No. 8 CRUSHED STONE OR GRANULAR MATERIAL TO 12" ABOVE TOP OF PIPE COMPACTED IN 8" LIFTS BED WITH INDOT No. 8 CRUSHED STONE OR GRANULAR MATERIAL TO MID HEIGHT OF PIPE TYPICAL ASPHALT ROAD SURFACE RESTORATION DETAIL NO SCALE 12'" COMPACTED EARTH I SEED w o. D a: ci \RENCH IN ACCORDANCE 1TH OSHA REGULATIONS 12" PIPE 12" MIN. O.D. MlN I- II-\ TYPICAL DIRT STREET SURFACE RESTORATION DETAIL NO SCALE EXISTING DIRT ROAD EXISTING COMPACTED AGGREGATE UNDISTURBED SUBGRADE BACKFILL WITH INDOT No. 8 CRUSHED STONE COMPACTED IN 8" LIFTS BED WITH INDOT No. 8 CRUSHED STONE TO MID HEIGHT OF PIPE CLASS "C" CONCRETE FILL ·, , .• _. 1-· 1-· .-. 1-1-. . . ; • • EXISTING OR PROPOSED --------l PIPING OR CONDUIT SECTION MATCH EXISTING PAVEMENT SECTION OR A MINIMUM OF 4)';!" OF INDOT BITUMINOUS BINDER AND A 1)1:z" OF INDOT BITUMINOUS SURFACE COURSE FOR PRIVATE LOTS AND DRIVES AND IN ACCORDANCE WITH CURRENT INDOT REQUIREMENTS " / // 1l: ci 0. 0 "' TRENCH IN ACCORDANCE WITH OSHA REGULATIONS I - -1 12" MIN. PIPE 0.0. -, 12" MIN. // CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT EXISTING BASE \ EXISTING COMPACTED AGGREGATE UNDISTURBED SUBGRADE MIN. 8" COMPACTED INDOT No. 53 CRUSHED STONE BACKFILL WITH INDOT No. 8 CRUSHED STONE OR GRANULAR MATERIAL COMPACTED IN 8" LIFTS BED WITH INDOT No. 8 CRUSHED STONE OR GRANULAR MATERIAL TO MtD HEIGHT OF PIPE TYPICAL ASPHALT LOT AND DRIVE SURFACE RESTORATION DETAIL I f-­b 0. � w D z ,_ " "' ::, w o_ Da: 0 "' TRENCH IN ACCORDANCE WITH OSHA REGULATIONS NO SCALE 12" PIPE 12" MlN. 0 D. MIN SEED AND MULCH COVER (AS SPECIFIED) 6" TOP SOIL �UNDISTURBED MATERIAL BACKFILL WITH EXCAVATED MATERIAL, COMPACT AS REQUIRED BY THE SPECIFICATIONS BACKFILL WITH INDOT No. 8 CRUSHED STONE TO 6" ABOVE TOP OF PIPE BED WITH INDOT No. 8 CRUSHED STONE TO MID HEIGHT OF PIPE TYPICAL GRASS AREA (ROCK EXCAVATION) SURFACE RESTORATION DETAIL NO SCALE '--- . • - ,- - - , . COMPACTED CRUSHED LIMESTONE EXISTING OR PROPOSED PIPING OR CONDUIT v '--- I � --1 �� � - - - - ' " SECTION 4,000 psi CONCRETE - WITH 6x6 10110 WWM MIN. 5" THICKNESS '2" CONSTRUCTION 12" MIN. JOINT (TYP.) TYP. CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT Y:z" SEALANT AT SURFACE J r , ""' , " "/ ..,., / "'""- , '"--- . "'-�· '"" --.. �:>-< '"" . ""· '"" :-::: . .,___ ,-- . -,-+, . ....._ -,- . ,. rf--,,0m07://,",�.--,/, :,, ,,::. c-: % n I f- Q_ � wD z ,_ :ii w o. D a: ci -c - I TRENCH IN ACCORDANCE WITH OSHA REGULATIONS k ,_ P_ IP_E_,_12_" _, MIN. 0 D. MIN = l_., .� _-..-. ' , EXISTING COMPACTED 1' \ AGGREGATE UNDISTURBED SUBGRADE MIN 8" COMPACTED INDOT No. 53 CRUSHED STONE BACKFILL WITH INDOT No. 8 CRUSHED STONE OR GRANULAR MATERIAL COMPACTED IN 8" LIFTS BED WITH INDOT No. 8 CRUSHED STONE TO MID HEIGHT OF PIPE TYPICAL CONCRETE STREET RESTORATION DETAIL w 0. 0 a: ci TRENCH IN ACCORDANCE WITH OSHA REGULATIONS NO SCALE SEED AND MULCH COVER {AS SPECIFIED} 6" TOP SOIL I I -, -\_ UNDISTURBED MATERIAL 1'2f------- BACKFILL WITH EARTHEN FILL I 12" PIPE 12" MIN. 0.0. MIN. EXCAVATED MATERIAL, COMPACT AS REQUIRED BY THE SPECIFICATIONS TYPICAL GRASS AREA (NO ROCK EXCAVATION) SURFACE RESTORATION DETAIL - , t EXISTING OR PROPOSED PIPING OR CONDUIT EXISTING OR PROPOSED PIPING OR CONDUIT NO SCALE v r EXISTING OR PROPOSED � PIPING OR CONDUIT v- - - - - CENTERLINE .. '--- 4 • -· � . . .. SAME AS PIPE ---,1-,,----1 BEDDING DETAIL . •. • . .. CENTERLINE 18" OR LESS CLEARANCE • • • 'r--'-"c' : '--�-1----t 4" MIN. DEPTH OR AS REQ'D CLASS "C" CONCRETE FILL �---+-----•� - ---+TO OBTAIN FIRM FOUNDATION EXISTING OR PROPOSED PIPING OR CONDUIT SECTION TYPICAL CONCRETE CRADLE SAME AS PIPE BEDDING DETAIL COMPACTED CRUSHED LIMESTONE '--- EXISTING OR PROPOSED PIPING OR CONDUIT � � J SECTION TYPICAL STONE CRADLE TYPICAL WATER MAIN CRADLE DETAILS NO SCALE ' - 18" OR LESS CLEARANCE 4" MIN. DEPTH OR AS REQ'D TO OBTAIN FIRM FOUNDATION 8" COMPACTED No. 53 CRUSHED STONE DRIVE I b 0. � wD z ,_ "' "' w 0. 00:: ci ·� './////: I - I,_ '=11 I -, - 'I TRENCH IN ACCORDANCE WITH OSHA REGULATIONS 12" MIN. PIPE 12" OD MIN r EXISTING STONE DRIVE � /,;/, -1 111=, - ,-� EXISTING COMPACTED 1-11\' - AGGREGATE UNDISTURBED SUBGRADE BACKFILL WITH INDOT No. 8 CRUSHED STONE COMPACTED IN 8" LIFTS BED WITH INOOT No. 8 CRUSHED STONE TO MID HE!GHT OF PIPE TYPICAL STONE ROAD AND DRIVE SURFACE RESTORATION DETAIL NO SCALE TYPICAL DETAIL SHEET I • REVISIONS g -� � § ·s E u ' 0 t cij ·= � 15 J ·:::i a 0 -5 Ft C.) ,c, :. R; "� ;.; s BID SET C 2024 Midwestern Engineers. Inc. 802 We,;t Broadway Street P.O. Dox 295 Loogooll't!, Indiana 47553 DATE SEPT. 2024 DESIGN EKPi'.SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 14 14 OF 15 FlLE NUMBER 44228 I Do Not Use Plan Previews for Take Off