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AS NOTEDCONSTRUCTION DETAILSC6.0
<br />05/13/2025
<br />24-1420PROJECT:DATE:
<br />SHEET NO.
<br />ACI JOB #
<br />DRAWN BY:
<br />DESIGNED BY:
<br />PM REVIEW:
<br />SEAL:
<br />SIGNATURE:
<br />SCALE:SHEET TITLE:QA/QC REVIEW:
<br />DATE:O:\PROJECTS\2024\24-1420 MARION COURT DEVELOPMENT\CAD\_CIVIL\PLANS\C6.0 CONSTRUCTION DETAILS 24-1420.DWG C6.0 NATASHA IUSTON 5.16.2025 10:18 AMABONMARCHECOPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land SurveyingBenton HarborValparaisoSouth BendHobartGoshenKalamazooFort WayneGrand HavenLafayetteGrand Rapids315 W. Jefferson BoulevardSouth Bend, IN 46601T 574.232.8700F 574.251.4440abonmarche.comNO.REVISION DESCRIPTION:BY:DATE:MARION COURTRESIDENTIAL DEVELOPMENT WEST MARION STREETSOUTH BEND, INDIANANI
<br />DSK
<br />SDR
<br />DSK
<br />AIDIN N A
<br />T
<br />STATE OF
<br />No. PE19900163REGISERE
<br />D
<br />PINKYD
<br />S.RA L
<br />ON LASS
<br />EFORP
<br />I INE G EERNNOT FOR PRICING
<br />NOT FOR CONSTRUCTION
<br />FOR REVIEW ONLY
<br />CONCRETE PAVEMENT/PAD
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />Compacted #53 Aggregate Base;
<br />Thickness As Noted On Site Plan
<br />Compacted Subgrade Free of Organics
<br />Class A Concrete Pavement,
<br />Depth as Noted on Site Plan
<br />Light Broomed Finish
<br />Perpendicular to Traffic Flow
<br />NOTES:
<br />1.See geotechnical report for specifications &
<br />additional information.
<br />Slope As Noted
<br />On Grading Plan
<br />HMA PAVEMENT
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />Compacted #53 Aggregate Base;
<br />Thickness As Noted On Site Plan
<br />Compacted Subgrade Free of Organics
<br />Full Depth HMA Pavement;
<br />See Site Plan for Section
<br />Slope As Noted
<br />On Grading Plan
<br />Finished
<br />HMA Pvmnt.12"12"
<br />Concrete Pavement
<br />over Aggregate Base;
<br />See Typical Section,
<br />This Sheet
<br />CONCRETE PAVEMENT/PAD
<br />THICKENED EDGE
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />Welded Wire Fabric
<br />(4"x4", W1.4 X W1.4 WWF)
<br />6" Compacted #53
<br />Aggregate Base
<br />Compacted Subgrade Free of Organics
<br />8" Class A Concrete Pavement
<br />Slope As Noted
<br />On Grading Plan
<br />3" Clear
<br />1
<br />1
<br />DUMPSTER PAD
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />NOTE:
<br />Where sidewalk is located adjacent to a
<br />structure, install l 1/2" preformed expansion
<br />joint between foundation & walk
<br />Compacted Subgrade
<br />1.5% Slope Preferred
<br />(See Grading Plan)
<br />4" Compacted Granular Material
<br />4" Fibermesh Reinforced
<br />Class A Concrete
<br />w/ Medium Broom Finish
<br />CONCRETE SIDEWALK
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />71
<br />2"20"6"
<br />1
<br />4"R
<br />2"R
<br />Landscape
<br />or Sidewalk
<br />Finished Surface;
<br />See Site Plan
<br />NOTE:
<br />Where sidewalk is located behind curb, install 1/2"
<br />preformed expansion joint between curb & walk.
<br />Top of Depressed
<br />Curb; See Grading
<br />Plan for Locations
<br />1
<br />4"R
<br />6" Exposure,
<br />Unless Noted Otherwise;
<br />See Grading Plan;
<br />Course Broomed Finish
<br />STANDARD CONCRETE CURB
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />Finished
<br />HMA Pvmnt.
<br />panelStyle:regulatory.ssipanelName:R1-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:BIKE:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48constructPanelMode:0constructPanels:36|24|18
<br />Finished
<br />Grade
<br />2'-0"Concrete;
<br />Min. 4500 psi
<br />Bollard Centered
<br />in Foundation
<br />18" Dia.3" Clr.2'-6"Cement Wash
<br />6" Dia. Sch. 40 Steel Pipe
<br />w/Concrete Fill
<br />& Yellow HDPE Cover
<br />Finished Grade
<br />3'-0"21 4" x21 4" x 12 Ga. Steel Post,
<br />Primed & Painted Black
<br />(Pole substitution may
<br />be allowed if approved by
<br />Engineer & Owner.
<br />Retroreflective Sheet
<br />Aluminum Sign
<br />in Accordance
<br />w/MUTCD Standards;
<br />See Site Plan
<br />for Sign Type
<br />5'-0" Min.Sidewalk
<br />(Typ)
<br />Course Broomed
<br />Finish (Typ.)
<br />6" Full Ht. Curb
<br />(Typ. Ea. Side)
<br />12:1
<br />12:1
<br />50
<br />:
<br />1
<br />Ma
<br />x
<br />.11"6"
<br />6"6"6"1/2" Expansion Joint
<br />w/Elastomeric Filler;
<br />(Typ. Ea. Side)
<br />Integral Curb
<br />See Site Plan &
<br />Grading Plan
<br />(Typ. Ea. Side)
<br />Finished
<br />HMA Pvmnt.
<br />2'-0"
<br />See Site Plan
<br />If Applicable,
<br />Detectable
<br />Warning (Per
<br />INDOT Std.)
<br />Slope As
<br />Shown Above
<br />4" Fibermesh Reinforced
<br />Class A Concrete
<br />w/ Course Broom Finish
<br />See Site Plan
<br /> CURB RAMP TYPICAL DETAIL
<br />(Not To Scale)
<br />SECTION
<br />ISOMETRIC
<br />See Site Plan
<br />3'-0" x 3'-0" International
<br />Symbol of Access Stencil
<br />2%
<br />Max.
<br />Slope
<br />See Site Plan2'-0" (Typ)
<br />4" Solid Line
<br />45°3'-0"
<br />(Typ)45°4" Solid Line
<br />See
<br />Site Plan
<br />CROSSWALK
<br />PAVEMENT MARKING
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />1.GENERAL
<br />a.Except where otherwise indicated on these plans or in the proposal and supplemental
<br />specifications contained therein, all materials and workmanship shall be in accordance
<br />with the current "Indiana Department of Transportation Standard Specifications"
<br />(INDOT) for Construction.
<br />b.Contractor shall submit shop drawings and mix designs to Engineer for review and
<br />approval prior to ordering any material.
<br />c.Cure concrete in accordance with current INDOT and local specifications.
<br />d.Align curb, gutter and sidewalk joints.
<br />2.SIDEWALK
<br />a.Expansion joints shall be 1/2-inch wide with elastomeric filler, extending the full depth of
<br />the concrete located at a maximum spacing of 40 feet and where sidewalk abuts
<br />concrete driveways, curb or other adjacent structures.
<br />b.Contraction joints shall be scored 1/2-inch deep and spaced at 5 feet.
<br />c.Formed joints shall be finished with a tool having a 1/4-inch radius.
<br />d.Finish: Steel trowelled with a light broom texture perpendicular to the direction of travel.
<br />3.CURB
<br />a.Expansion joints shall be 1/2-inch wide with elastomeric filler, extending the full depth of
<br />the concrete, located at a maximum spacing of 80 feet.
<br />b.Contraction joints shall be scored 1/2-inch deep and spaced at 10 feet.
<br />4.CONCRETE PAVEMENT
<br />a.Apply curing compound and provide light broom finish perpendicular to direction of traffic
<br />flow.
<br />b.Joints shall be in accordance with ACI 330 and shall not exceed 12 feet for a 6-inch thick
<br />slab and 15 feet for an 8-inch thick slab.
<br />c.Sawcut joints 2 inches deep and install silicon joint sealant.
<br />SIGN & POST
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />ADA PARKING SPACE
<br />PAVEMENT MARKINGS
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />PAVEMENT, CURB & WALK
<br /> CONSTRUCTION NOTES
<br />BOLLARD
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />1'-3"20"12"
<br />1
<br />4"R
<br />2"R
<br />Sidewalk
<br />Top of Depressed
<br />Curb; See Grading
<br />Plan for Locations
<br />1
<br />4"R
<br />6" Exposure,
<br />Unless Noted
<br />Otherwise;
<br />See Grading Plan;
<br />Course Broomed
<br />Finish
<br />MODIFIED CONCRETE CURB
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />Finished
<br />HMA Pvmnt.
<br />Install 1/2"
<br />Preformed
<br />Expansion Joint
<br />Between Curb &
<br />Sidewalk
<br />GENERAL NOTES
<br />1.Pipe Bedding: Granular material shall be hand placed in loosely measured 4 inch layers to the spring line of the pipe.
<br />Each layer shall be thoroughly tamped under and around the pipe, and when sufficient layers have been placed in this
<br />manner to cover the pipe, the tamping shall proceed across the trench width, Hand, Pneumatic or mechanical tampers
<br />may be used. The bedding material shall be moist but not wet, and it shall not include any stones larger than 2 inches
<br />in any dimension. See "Pipe Bedding Typical Detail" for bedding material and compaction requirements.
<br />2.Trench Backfill: Material shall be select native or B-Norrow free of debris, organic material and large stones.
<br />Removable flowable fill shall be used for trenches within 5 feet of pavement and walks. See "Pipe Bedding Typical
<br />Detail" for backfill placement and compaction requirements.Temporary Patch:
<br />If it is not possible, due to weather conditions, for the contractor to replace the pavement within 24 hours following the
<br />backfilling of cut, a coarse aggregate base 8" thick and a cold asphaltic surface of 4" shall be applied and maintained as
<br />a temporary patch until permanent repairs can be made. When temperature falls below 50°F within 72 hour cure time,
<br />concrete to be used shall be 7 bag w/ 2% accelerator. Such temporary patches shall be replaced with permanent
<br />repairs no later than May 1 of the following year.
<br />3.All utilities must be located prior to making pavement cut.
<br />BRICK PAVER PREPARATION:
<br />1.Remove organic, unstable or unconsolidated material from site. Verify conformance of subgrade preparation, compacted
<br />density and elevations to specified requirements.
<br />2.Clean and re-use existing street brick pavers removed during site demolition. Remaining pavers not used will be
<br />returned to the city.
<br />Slopes as per Trenching Safety Policy
<br />29 CFR 1926, Subpart P - Excavation &
<br />Trenching
<br />Compacted Sand
<br />Setting Bed 1" Min.
<br />3'
<br />Trench Cut
<br />Max. 24" Wider Than
<br />O.D. of Utility
<br />Brick Pavements Shall be Removed for a
<br />Width 3 ft. Greater Than the Anticipated
<br />Trench and Restored Upon Completion Street
<br />Pavers
<br />Compacted #53 Base
<br />Course, 12" Min.
<br />Trench Cut 3'
<br />GENERAL NOTES
<br />1.Pipe Bedding: Granular material shall be hand placed in loosely measured 4 inch layers to the spring line of the pipe.
<br />Each layer shall be thoroughly tamped under and around the pipe, and when sufficient layers have been placed in
<br />this manner to cover the pipe, the tamping shall proceed across the trench width, Hand, Pneumatic or mechanical
<br />tampers may be used. The bedding material shall be moist but not wet, and it shall not include any stones larger
<br />than 2 inches in any dimension. See "Pipe Bedding Typical Detail" for bedding material and compaction
<br />requirements.
<br />2.Trench Backfill: Material shall be select native or B-Norrow free of debris, organic material and large stones.
<br />Removable flowable fill shall be used for trenches within 5 feet of pavement and walks. See "Pipe Bedding Typical
<br />Detail" for backfill placement and compaction requirements.
<br />3.Temporary Patch:
<br />If it is not possible, due to weather conditions, for the contractor to replace the pavement within 24 hours following
<br />the backfilling of cut, a coarse aggregate base 8" thick and a cold asphaltic surface of 4" shall be applied and
<br />maintained as a temporary patch until permanent repairs can be made. When temperature falls below 50°F within
<br />72 hour cure time, concrete to be used shall be 7 bag w/ 2% accelerator. Such temporary patches shall be replaced
<br />with permanent repairs no later than May 1 of the following year.
<br />4.All utilities must be located prior to making pavement cut.
<br />ASPHALT PAVEMENT NOTES
<br />1.Depth of asphalt patch shall be a minimum of 8" or the same depth as original pavement, whichever is greater.
<br />2.A concrete patch on asphalt pavement may be allowed by the City Engineer if the road is scheduled to be rehabilitated
<br />in the near future or other like circumstances.
<br />From the bottom of the excavation to
<br />one foot above the top of pipe, bedding
<br />material shall be placed as specified in
<br />General Note 1.
<br />Slopes as per Trenching Safety Policy
<br />29 CFR 1926, Subpart P - Excavation &
<br />Trenching
<br />1 1
<br />2" Milling of HMA to Nearest Lane or Edge
<br />of Road in Transverse Direction, qnd 2 ft.
<br />Past Trench cut in Both Directions,
<br />Longitudinally
<br />12' (Typ.)
<br />Trench Cut
<br />Backfill:
<br />See General Note 2
<br />Max. 24" Wider Than O.D. of Utility
<br />Asphalt Pavements Shall be Patched with
<br />Minimum 1 1
<br />2" HMA Surface and Minimum 6 1
<br />2"
<br />HMA Base in two Lifts of Thickness of Existing
<br />Pavement, Whichever is Greater
<br />12"
<br />Bituminous Crackseal
<br />Existing Asphalt
<br />Existing Concrete
<br />or Asphalt
<br />Brick
<br />Clean Sawcut (Typ)
<br />HMA Surface
<br />HMA Base
<br />ASPHALT PAVEMENT PATCH
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />BRICK PAVEMENT PATCH TYPICAL DETAIL
<br />(Not To Scale)
<br />12" Min.
<br />All Sides
<br />From the bottom of the excavation to
<br />one foot above the top of pipe, bedding
<br />material shall be placed as specified in
<br />General Note 1.
<br />Backfill:
<br />See General Note 2
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