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FINAL SITE PLAN - ESC 1 <br />SECTION 2 - STREETS AND PATHS <br />20' R/W <br />Pavement in Accordance <br />With Latest City Standards <br />9.41 9'-0.. <br />l.s"/o <br />Profile Grade & <br />1.5% <br />11-1 1-1I 1- ICI I� I= 1=1' <br />Subgrade J <br />SUBDIVISION <br />14' R/W <br />Pavement in Accordance <br />With Latest City Standards <br />V-0" 6-0" <br />1.5% <br />Profile Grade & CL <br />1�5%% <br />111=1 11-1I - r 1=1 11=1 I I� 11=1' I_I=1 11=1 11- <br />Subgrade J <br />URBAN <br />I_I=1_I 1=1 11= <br />NOTES: <br />1. Right of Way width in accordance with the approved plat. <br />2. Maximum gradient on alleys shall be 6%. <br />3. Minimum gradient shall be not less than five -tenths of one percent (0.50%). <br />4. Drainage structures shall be placed 10' from approach limits. <br />5. Underground utilities within alleyways shall be located a minimum of 18" below ground. <br />REF STD SPEC SEC 2-2 <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS I <br />EFFECTIVE DATE: June 26, 2018 <br />Item Revision I Approved Date <br />TYPICAL SECTION - ALLEYWAY <br />P M BAY <br />�\ ....... <br />No. <br />• PE10809510: • <br />STATE OF tii- <br />/ONAL <br />////11111 W\\\\ <br />. 6/26/18 <br />Kara . Boyle , Ph.D.; P.E. Date <br />CITY OF SOUTH BEND <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />2-10 <br />SECTION 2 - STREETS AND PATHS <br />Y4" Radius Fill With Joint Sealer <br />d d Q <br />o a o d Prefan ed 1/2" Expa'nlion d d <br />4 Joint Material Q <br />T4 <br />d d 4 <br />TYPE A <br />EXPANSION JOINT <br />1/" Radius <br />Fill With Joint Sealer <br />Q Preformed 1/2" Expansion <br />d ^ <br />d o '6Joint Material 4 <br />4 <br />o1 <br />1;�� <br />Q d d <br />a 4 <br />Epoxy Coated Dowel Bars at 1'-0" O.C., <br />at 6" Min. from Edge of PCCP <br />(See Table for Dowel Bar Diameter) <br />TYPE A - ALTERNATE <br />EXPANSION JOINT <br />Fill With Joint Sealer <br />Saw Cut Depth = D/3 Y4" Radius <br />d <br />4 e <br />Q <br /><1 d d <br />4 Q d d 4 d <br />Butt Joint Formed Epoxy Coated Tie -Bar <br />by Bulk Head at 1'-0" c/c <br />Reference INDOT <br />TYPE C <br />TRANSVERSE CONSTRUCTION JOINT <br />TIE -BAR SIZES FOR TRANSVERSE JOINT <br />CONSTRUCTION <br />PAVEMENT THICKNESS, D <br />TIE -BAR <br />SIZE <br />Min. Length of <br />Embedment, le <br />Less than 9" <br />#5 <br />V-0" <br />9" Through 12" <br />#8 <br />Greater than 12" <br />#10 <br />NOTES: <br />1. Joint sealant shall be hot applied asphalt in accordance with ASTM D6690, Type II <br />2. No keyway is to be used on any conc. pavement replacement. <br />REF STD SPEC SEC 2-5 <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 I <br />Item Revision Approved Date <br />PAVEMENT DETAILS - CONCRETE JOINTS <br />By� R sT <br />Fo'% <br />No. - <br />• = PE10809510 = • <br />STATE OF <br />-,��'��(S,s,ND I AN ��<c', <br />/ONAL <br />III III III\\\\ <br />Wk .M 14, 6/26/ 18 <br />Kara . Boyle , Ph.D.; P.E. Date <br />CITY OF SOUTH BEND <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />2-12 <br />SECTION 2 - STREETS AND PATHS <br />MINIMUM PAVEMENT THICKNESS REQUIREMENT <br />SUBGRADE <br />SUBBASE <br />PLAIN <br />HMA <br />STREET TYPE <br />CATEGORY <br />TREATMENT <br />No. 53 <br />CEMENT <br />SURFACE <br />HMA INT. <br />HMA BASE <br />CONC. <br />Residential <br />Minor <br />Type II <br />6" <br />7" <br />Residential <br />Minor <br />Type II <br />6" <br />1 Y2" <br />2 Y2" <br />(275#/SYS) <br />4"(165#/SYS) <br />(440#/SYS) <br />Collector i Commercial <br />Collector <br />Type II <br />6" * <br />10" <br />Collector I Commercial <br />Collector <br />Type II <br />5" <br />1 r/2 <br />(165#/SYS) <br />2 Y2 <br />(275#/SYS) <br />8 <br />(880#/SYS) <br />Industrial <br />Major <br />Type I <br />6" * <br />11.5" <br />Industrial <br />Major <br />Type I <br />10" <br />1 Y2' <br />(165#/SYS) <br />2 %' <br />(275#/SYS) <br />8" <br />(880#/SYS) <br />Multi -Purpose Path <br />Minor <br />Type III <br />4" <br />5" <br />Multi Purpose Path <br />Minor <br />Type II <br />4" <br />1 Y2" <br />2 Y2"(165#/SYS) (275#/SYS) <br />Alleyway <br />Minor <br />Type III <br />6" <br />6" <br />1 72" <br />2 3J„(165#/SYS) (275#/SYS) <br />Parking Lot <br />Minor <br />Type III <br />6" <br />4 5"** <br />1 r/2" <br />2 36„(165#/SYS) (275#/SYS) <br />* If underdrains are recommended per the Geotechnical Report, the Subbase <br />shall include 3" of #8 Coarse Aggregate above the Subbase No. 53 to serve as <br />a drainage layer. <br />\\\\\1111111l1///// <br />** Based on joint spacing. <br />M. BQy'''ii,� <br />\\�`�`\�P <br />.`` Y;,`\`6�STE IFS '''• <br />RFp., <br />�F ; <br />No. <br />• = PE10809510 I• <br />NOTES: _ STATE OF <br />1. See specifications for method of testing existing soil subbase % fin'. <br />prevailing purposes. <br />IA <br />2. Alternate pavement designs (AASHTO 93) and input parameters shall be <br />''%�,S ONAL <br />submitted to the City Engineer for review. <br />3. Arterial pavements shall meet IAW Mechanistic Empirical Pavement Design Guide /1111I I II\\ <br />requirements. <br />6/26Dt8 <br />REF STD SPEC SEC 2-2 2-3 Kara�Booyle , PH.D.; P.E. <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 <br />1 <br />CITY OF SOUTH BEND <br />Item <br />Revision <br />Approved Datel, <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />MINIMUM PAVEMENT SECTION <br />2-11 <br />SECTION 2 - STREETS AND PATHS <br />9„ 9„ <br />I Sawed Contraction Joint Seal <br />i <br />d _ <br />M <br />4 d Qo d Q d 4 S <br />d d <br />4 <br />4 <br />d 4 <br />Epoxy Coated Dowel Bars at 1'-0" <br />O.C., at 6" Min. from Edge of PCCP <br />(See Table for Dowel Bar Diameter) <br />TYPE D-1 <br />CONTRACTION JOINT <br />DOWEL BAR SIZES <br />PAVEMENT THICKNESS, D <br />DOWEL BAR <br />DIAMETER <br />Less than 9" <br />1" <br />9" Through 12" <br />1 Y4" <br />Greater than 12" <br />1" <br />Fill With Joint Sealer <br />Saw Cut Depth = D/3 YV Radius <br />Q N <br />Q <br />d d le le <br />4 d <br />Butt Joint Formed Epoxy Coated Tie -Bar <br />by Bulk Head Reference INDOT <br />TYPE E <br />LONGITUDINAL CONSTRUCTION JOINT <br />LONGITUDINAL CONSTRUCTION JOINT <br />PAVEMENT <br />MIN. LENGTH OF <br />THICKNESS, D <br />TIE BAR SIZE <br />SPACING <br />EMBEDMENT, le <br />LESS THAN 9" <br />#5 <br />T-0" c/c <br />1'-0" <br />9" TO 12" <br />#6 <br />3' 0" c/c <br />1' 3" <br />GREATER THAN <br />#6 <br />2'-0" c/c <br />1' 6" <br />12" <br />or #7 <br />T-0" c/c <br />NOTES: <br />1. Joint sealant shall be hot applied asphalt in <br />accordance with ASTM D6690, Type II. <br />REF STD SPEC SEC 2-5 <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 <br />Item I Revision Approved Date <br />PAVEMENT DETAILS - CONCRETE JOINTS <br />�p. M BO <br />��: <br />No. <br />• = PE10809510 • <br />STATE OF <br />0'� %��' <br />S/ONAL <br />0//1111111\\\\\\ <br />6/ W <br />CITY OF SOUTH BEND <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />2-13 <br />SECTION 2 - STREETS AND PATHS <br />9.1 9.. <br />r Sawed Contraction Joint Seal <br />m - <br />� <br />d 4 <br />a <br />d a <br />Epoxy Coated Dowel Bars at 1'-0" <br />O.C., at 6" Min. from Edge of PCCP <br />(See Table for Dowel Bar Diameter) <br />TYPE D-1 <br />CONTRACTION JOINT <br />DOWEL BAR SIZES <br />PAVEMENT THICKNESS, D <br />DOWEL BAR <br />DIAMETER <br />Less than 9" <br />1" <br />9" Through 12" <br />1 y4" <br />Greater than 12" <br />1" <br />Saw Cut Depth = D/3 <br />4 c <br />4 a <br />d <br />- Fill With Joint Sealer <br />Y4' Radius <br />d lei le <br />a <br />4 Q d d <br />p d <br />Butt Joint Formed Epoxy Coated Tie -Bar <br />by Bulk Head Reference INDOT <br />TYPE E <br />LONGITUDINAL CONSTRUCTION JOINT <br />17 <br />\\\\\IIIIIIIIII//// <br />M BO <br />STERN;, FP <br />N0. <br />•=PE10809510 • <br />STATE OF <br />NOTES' <br />1. Joint sealant shall be hot applied asphalt in <br />accordance with ASTM D6690, Type II. lllllll I Inl\\\ <br />REF STD SPEC SEC 2-5 Kara Boyle , Ph.P.E. 6/26D to <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 ' + CITY OF SOUTH BEND <br />Item Revision Approved Date <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />PAVEMENT DETAILS - CONCRETE JOINTS 2-13 <br />LONGITUDINAL CONSTRUCTION JOINT <br />PAVEMENT <br />MIN. LENGTH OF <br />THICKNESS, D <br />TIE -BAR SIZE <br />SPACING <br />EMBEDMENT, le <br />LESS THAN 9" <br />#5 <br />T-0" c/c <br />1'-0" <br />9" TO 12" <br />#6 <br />T-0" c/c <br />1'-3" <br />GREATER THAN <br />#6 <br />2'-0" c/c <br />12" <br />or #7 <br />T-0" c/c <br />SECTION 2 - STREETS AND PATHS <br />quare Manhole Boxout Square Boxout With Fillets Diagonal Manhole Boxout <br />Aanhole (No Boxouts) <br />Isolation Joint <br />gquare Inlet (No Boxouts) <br />NEEMMMMM <br />Isolation Joint <br />rcular Manhole Boxot <br />Telescoping Manhole <br />ion Joint No Boxout or Isolation Joint Neccessary <br />DETAILS FOR BOXING OUT FIXTURES <br />FOR USE WITH CONCRETE PAVEMENT <br />M. Bo <br />No. <br />• = PE10809510 • <br />NOTES: <br />= o; _�- <br />;�; <br />STATE OF , <br />1. Isolation joints shall be at filled with preformed 1/2" expansion joint material. <br />'%,,S'ONAL <br />2. Boxouts should be large enough to provide at least 1 Ft. clearance between the <br />fixture and surrounding isolation joint. <br />6/26D <br />cjk Sia' <br />REF STD SPEC SEC 2-5 <br />Kara . Boyle , PhP.E. . ., to <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <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 />PAVEMENT DETAILS - STRUCTURE ISOLATION JOINTS <br />2-16 <br />0 Copyright 2013 Donch, Horner <br />