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1-112" HMA Surface <br />Ln <br />L <br />N � <br />2.5" HMAI <br />Intermediate <br />6" Compacted INDOT <br />#53 Aggregate Base <br />Finished <br />Grade <br />1 '— 0" <br />(TYP) <br />Extend Agg. Base <br />Compacted Subgrade <br />ASPHALT PAVING STANDARD DUTY <br />SECTION <br />(Not To Scale) <br />6' <br />7�. <br />6" INDOT #53 <br />aggregate base, <br />compacted <br />Compacted <br />subgrode <br />Medium Broomed Finish <br />6" Concrete Cross slope 1% min, <br />See Grade plan. <br />- <br />d <br />d <br />O <br />° <br />C <br />d <br />d <br />a <br />d <br />G <br />° <br />a <br />GQ <br />a <br />° <br />a <br />d <br />a <br />C <br />° <br />, <br />d <br />G <br />a <br />d <br />a <br />° <br />C <br />a G <br />d <br />6" CONCRETE PAVEMENT SECTION <br />SECTION 2 - STREETS AND PATHS <br />�tttttt l i l l��iiii <br />•=PE10809510= • <br />STATE OF <br />NOTES:/ONA� <br />1. All curb to be constructed of class "A" concrete. <br />'�ii����llilttttt���` <br />2. Control joints to be placed every 10'. <br />3. Expansion joints to be placed every 80' or as specified on construction drawings..',�I, <br />/7� _ <br />��26� <br />REF STD SPEC SEC 2-2 <br />�o�_ <br />Kara 66y e , P <br />, P.E. =� Dale <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />- <br />'' <br />EFFECTIVE DATE: June 26, 2018 <br />CITY OF SOUTH BEND <br />Item <br />Revision <br />Approved Date <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />DETAILS - STANDARD CURB <br />2-31 <br />(Not To Scale) <br />4" Concrete <br />F—Medium Broomed Finish Perpendicular <br />to Traffic Flow <br />Cross slope to be 1.590 <br />a <br />4" Compacted Granular Material <br />ted <br />NOTE <br />Where sidewalk is located adjacent to the <br />building, install 112" preformed expansion joint <br />between foundation & walk <br />CONCRETE SIDEWALK SECTION <br />(Not To Scale) <br />SECTION 2 - STREETS AND PATHS <br />D _ <br />see Note 9 <br />D/2 D/2 <br />A <br />Pole) or Parking Lane Adjacent <br />COMMERCIAL APPROACH <br />G M <br />N N <br />Varies 00 Walk Width varies LEGEND: <br />ZD <br />'' So s 1.5% e A Expansion Joint - Full Depth <br />B Contraction Joint <br />I. W Width <br />D Approach Width <br />NOTES: <br />1. <br />Class "A" concrete to be used in all walks and approaches. <br />2. <br />Radii as specified. <br />3. <br />Utility poles, hydrants, etc. must be wrapped with 112" expansion joint material <br />prior to concrete pour. <br />4. <br />Contraction joint required on approach center when D is 12 ft. or more. <br />"Curing <br />5. <br />Concrete"- As per INDOT Standard Specifications Section 501 <br />(Paragraph 501.20). Use a curing compound immediately (white membrane only <br />accepted cure). <br />N 0 <br />6. <br />Concrete forms shall be at least as high as the thickness of the item shown. <br />_ • = PE10809510 = • <br />Lumber of nominal dimension shall not be used if less than the design thickness. <br />-_ -0 :__Z Z <br />�v <br />7. <br />All approaches shall require proper compaction as per INDOT Standard <br />PP q P P P P <br />- STATE OF <br />p -�� <br />8 <br />Specification Section 207. <br />BlanketsFbe temperature is to fall below <br />�., ��` ' 7Np I ANP`° \� �•� <br />S,/ONALtt��\`�``\ <br />shall utilized on concrete when expected <br />111 <br />9. <br />Business Approach- 24'-0" at throat, with 20'-0" approach curb radius. 10' radius <br />may be used if adjacent to on street parking. <br />Q I 6/26/18 <br />REF <br />STD SPEC SEC 2-2 <br />Kara . Boyl , P .b., P.E. Date <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />--. <br />EFFECTIVE DATE: June 26, 2018 <br />CITY OF SOUTH BEND <br />Item <br />Revision <br />Approved Date <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />DRIVES AND APPROACHES - COMMERCIAL <br />2-25 <br />CONSTRUCTION NOTES <br />1. GENERAL <br />a. Except where otherwise indicated on these plans or in the proposal and <br />supplemental specifications contained therein, all materials and workmanship <br />shall be in accordance with the 2024 Indiana Department of Transportation <br />(INDOT) Standard Specifications for Construction. <br />b. Contractor shall submit shop drawings and mix designs to Engineer for <br />review and 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 />1. SIDEWALK <br />a. Expansion joints shall be 112" wide with elastomeric filler, extending the <br />full depth of the concrete located at a maximum spacing of 40'-0" <br />and where sidewalk abuts concrete driveways, curb or other adjacent <br />structures. <br />b. Contraction joints shall be scored 4 of the depth of concrete and <br />spaced at 5 feet or equal to width of walk. <br />c. Formed joints shall be finished with a tool having a 114" radius. <br />d. Finish: Steel trowelled with a medium broom texture perpendicular to <br />the direction of travel. <br />3. CURB <br />a. Expansion joints shall be 112" wide with elastomeric filler, extending the <br />full depth of the concrete, located at a maximum spacing of 40'-0". <br />b. Contraction joints shall be scored 112" deep and spaced at 10'. <br />4. CONCRETE PAVEMENT <br />a. Apply curing compound and provide broom finish perpendicular to <br />direction of traffic flow. <br />b. Joints shall be in accordance with ACI 330 and shall not exceed 12' for <br />a 6" thick slab and 15' for an 8" thick slab. <br />c. Sowcut joints 1.5" deep and install silicon joint sealant. <br />C <br />o-0 o <br />0 <br />W0o <br />�) <br />E� Q <br />_°>>5 <br />�o�> <br />m <br />Q <br />1� <br />U <br />w <br />O <br />CL <br />d <br />w <br />J <br />H <br />H <br />H <br />W <br />W <br />N <br />�o <br />' E <br />m� <br />o <br />0 �Z�� <br />6 Ca V U <br />NEE <br />C <br />0LO�= <br />r� Ln � U <br />Q W <br />m <br />LU W H <br />� 0 <br />0 <br />Q H <br />Z W <br />LU 3: W <br />H <br />ZOCL <br />_ y <br />O � <br />W <br />W H <br />= W <br />H IL <br />H <br />Q <br />H <br />W <br />0 <br />Z <br />O <br />DRAWN BY: <br />PHW <br />DESIGNED BY: <br />JWL <br />PM REVIEW: <br />JWL <br />QA/QC REVIEW: <br />JWL <br />DATE: 07/29/2024 <br />SEAL: <br />\\\0P W <br />0 �7Q,�2% <br />E No. 194006221 <br />STATE OF i '11-� <br />o"0 <br />`.S/0NAL <br />SIGNATURE: <br />DATE: 07-29-2024 <br />SCALE: <br />HORZ: AS SHOWN <br />VERT: N/A <br />ACI JOB # <br />19-0582 <br />D <br />UU <br />U <br />Q <br />C <br />w <br />SHEET NO. <br />CTO <br />