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Full Depth HMA Pavement;
<br />See Site Plan for Section
<br />Slope As Noted
<br />On Grading Plan
<br />Compacted #53 Aggregate Base;
<br />Thickness As Noted On Site Plank
<br />Compacted Subgrade Free of Organics
<br />I/
<br />HMA PAVEMENT
<br />TYPICAL SECTION
<br />(Not To Scale)
<br />Cement Wash
<br />6" Dia. Sch. 40 Steel Pipe
<br />w/Concrete Fill
<br />iO & Yellow HDPE Cover
<br />N
<br />Finished
<br />Grade
<br />ti�in
<br />rd Centered
<br />undation
<br />oncrete;
<br />Min. 4500 psi
<br />18" Dia. L 3" Clr.
<br />BOLLARD
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />Class A Concrete Pavement,
<br />Depth as Noted on Site Plan
<br />Light Broomed Finish
<br />Perpendicular to Traffic Flow
<br />Slope As Noted
<br />On Grading Plan
<br />Compacted #53 Aggregate Base;
<br />j� Thickness As Noted On Site Plan
<br />4
<br />Compacted Subgrade Free of Organics
<br />NOTES:
<br />1. See geotechnical report for specifications &
<br />additional information.
<br />CONCRETE PAVEMENT/PAD
<br />TYPICAL SECTION
<br />0
<br />Cn
<br />Concrete Pavement
<br />over Aggregate Base;
<br />See Typical Section,
<br />This Sheet Finished
<br />HMA Pvmnt.
<br />d
<br />d /a
<br />d , d _
<br />d < fV
<br />d
<br />O O p d d e
<br />12"
<br />CONCRETE PAVEMENT/PAD
<br />THICKENED EDGE
<br />TYPICAL SECTION
<br />Welded Wire Fabric
<br />(4"x4", W1.4 X W1.4 WWF)
<br />8" Class A Concrete Pavement
<br />Slope As Noted
<br />On Grading Plan
<br />v a
<br />d d
<br />a d
<br />3" Clear
<br />d
<br />6 Compacted #53 j
<br />Aggregate Base o
<br />- o 0
<br />x' Compacted Subgrade Free of Organics
<br />><ivxx ivxx ivxx iv'�>
<br />DUMPSTER PAD
<br />TYPICAL SECTION
<br />4" Fibermesh Reinforced
<br />Class A Concrete
<br />w/ Medium Broom Finish
<br />1.5% Slope Preferred
<br />(See Grading Plan)
<br />d
<br />4" Compacted Granular Material
<br />Compacted Subgrade�
<br />NOTE:
<br />Where sidewalk is located adjacent to a
<br />structure, install 1 1/2" preformed expansion
<br />joint between foundation & walk
<br />CONCRETE SIDEWALK
<br />TYPICAL SECTION
<br />(Not To Scale) (Not To Scale) (Not To Scale) (Not To Scale)
<br />ll
<br />SIGN & POST
<br />Retroreflective Sheet
<br />Aluminum Sign
<br />in Accordance
<br />w/MUTCD Standards;
<br />See Site Plan
<br />for Sign Type
<br />2%4" x2%4" x 12 Ga. Steel Post,
<br />Primed & Painted Black
<br />(Pole substitution may
<br />be allowed if approved by
<br />Engineer & Owner.
<br />Finished Grade
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />1/2" Expansion Joint
<br />Sidewalk
<br />(Typ)
<br />w/Elastomeric Filler;
<br />(Typ. Ea. Side) a a
<br />Course Broomed
<br />a as
<br />Finish (Typ.)
<br />a
<br />See Site Plan &
<br />Grading Plan
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<br />a �21
<br />(Typ. Ea. Side)
<br />°
<br />See Site Plan
<br />d
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<br />UU
<br />6" Full Ht. Curb
<br />(Typ. Ea. Side)
<br />z
<br />ISOMETRIC
<br />g
<br />Jn
<br />See Site Plan
<br />v
<br />z41
<br />Fibermesh Reinforced 21-011
<br />LU
<br />Class A Concrete
<br />a
<br />0
<br />w/ Course Broom Finish 611
<br />If Applicable,
<br />>
<br />Slope As Detectable
<br />Integral Curb
<br />LU
<br />Shown Above Warning (Per
<br />o
<br />INDOT Std.)
<br />'.
<br />/�
<br />Finished
<br />HMA Pvmnt.
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<br />SECTION 6"
<br />CURB RAMP TYPICAL DETAIL
<br />(Not To Scale)
<br />a
<br />Ln
<br />4" Solid Line
<br />c-- c'*- Dian
<br />See
<br />Site Plan
<br />3'-0"
<br />(Typ)
<br />CROSSWALK
<br />PAVEMENT MARKING
<br />Solid Line TYPICAL DETAIL
<br />(Not To Scale)
<br />2'-0" (Typ)
<br />T-0" x T-0" International
<br />Symbol of Access Stencil
<br />ADA PARKING SPACE
<br />PAVEMENT MARKINGS
<br />(Not To Scale)
<br />PAVEMENT, CURB & WALK
<br />CONSTRUCTION NOTES
<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 />Brick
<br />Clean Sawcut (Typ)
<br />1 Z" 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 />12"
<br />HMA Surface
<br />Slopes as per Trenching Safety Policy -
<br />29 CFR 1926, Subpart P - Excavation &
<br />Trenching
<br />HMA Base
<br />Backfill:
<br />See General Note 2
<br />Trench Cut
<br /><) Max. 24" Wider Tha
<br />Landscape
<br />or Sidewalk
<br />6"
<br />Finished Surface;
<br />See Site Plan
<br />1'R
<br />2"R
<br />d
<br />Top of Depressed-7
<br />a e
<br />Curb; See Grading
<br />< 4"R
<br />Plan for Locations
<br />° d d
<br />6" Exposure,
<br />Unless Noted Otherwise;
<br />See Grading Plan;
<br />Course Broomed Finish
<br />Finished
<br />HMA Pvmnt.
<br />7/7/ o
<br />N
<br />712"
<br />z
<br />NOTE:
<br />Where sidewalk is located behind curb, install 1/2"
<br />preformed expansion joint between curb & walk.
<br />STANDARD CONCRETE CURB
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />Asphalt Pavements Shall be Patched with
<br />Minimum 1 Z" HMA Surface and Minimum 6 Z"
<br />HMA Base in two Lifts of Thickness of Existing
<br />Pavement, Whichever is Greater
<br />12" Min. Bituminous Crackseal
<br />All Sides
<br />Existing Asphalt
<br />Existing Concrete
<br />or Asphalt
<br />\/qf Utility
<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 />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 />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 50OF 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 PATCH
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />Install 1/2"
<br />6" Exposure,
<br />Preformed
<br />Unless Noted
<br />Expansion Joint
<br />Otherwise;
<br />Between Curb &
<br />See Grading Plan;
<br />Sidewalk
<br />1
<br />12 Course Broomed
<br />Sidewalk
<br />Finish
<br />1 1R Finished
<br />—
<br />— 2"R HMA Pvmnt.
<br />Top of Depressed
<br />_
<br />Curb; See Grading'R
<br />N
<br />Plan for Locations
<br />° ° • d
<br />,
<br />MODIFIED CONCRETE CURB
<br />TYPICAL DETAIL
<br />(Not To Scale)
<br />3' Trench Cut
<br />Brick Pavements Shall be Removed for a
<br />Width 3 ft. Greater Than the Anticipated
<br />Trench and Restored Upon Completion
<br />Compacted Sand
<br />Setting Bed 1" Min.
<br />Compacted #53 Base
<br />Course, 12" Min.
<br />Slopes as per Trenching Safety Policy -
<br />29 CFR 1926, Subpart P - Excavation &
<br />Trenching
<br />Backfill:
<br />See General Note 2
<br />Trench Cut
<br />Max. 24" Wider Than
<br />O.D. of Utility
<br />3'
<br />Street
<br />Pavers
<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.
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<br />DRAWN BY:
<br />Ni
<br />DESIGNED BY:
<br />DSK
<br />BRICK PAVER PREPARATION:
<br />PM REVIEW:
<br />1. Remove organic, unstable or unconsolidated material from site. Verify conformance of subgrade preparation, compacted
<br />SDR
<br />QA/QC REVIEW:
<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 />DSK
<br />returned to the city.
<br />DATE:
<br />05/13/2025
<br />GENERAL NOTES
<br />SEAL:
<br />1. Pipe Bedding: Granular material shall be hand placed in loosely measured 4 inch layers to the spring line of the pipe.
<br />0►►uuiu►►►►///,��
<br />Each layer shall be thoroughly tamped under and around the pipe, and when sufficient layers have been placed in this
<br />N1OOP?`l L S.
<br />manner to cover the pipe, the tamping shall proceed across the trench width, Hand, Pneumatic or mechanical tampers
<br />�` � SST EV
<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 />_ No. PE19900163i
<br />2. Trench Backfill: Material shall be select native or B-Norrow free of debris, organic material and large stones.
<br />- '
<br />STATE OF ;� 4�
<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 />���i�i►►miin►►��o���
<br />backfilling of cut, a coarse aggregate base 8 thick and a cold asphaltic surface of 4 shall be applied and maintained as
<br />SIGNATURE:
<br />a temporary patch until permanent repairs can be made. When temperature falls below 50OF 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 />,
<br />DATE:
<br />3. All utilities must be located prior to making pavement cut.
<br />BRICK PAVEMENT PATCH TYPICAL DETAIL
<br />05/13/2025
<br />SCALE:
<br />(Not To Scale)
<br />AS NOTED
<br />NOT FOR PRICING
<br />ACIJOB #
<br />NOT FOR CONSTRUCTION
<br />FOR REVIEW ONLY
<br />24- 1 420
<br />SHEET NO.
<br />C&O
<br />1 NO. I REVISION DESCRIPTION: BY: DATE:
<br />
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