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A I B I C i D I E I F I G i H I I I J <br />K <br />Z <br />Q <br />O~Z <br />w W <br />Ow <br />LU <br />W � <br />d Q <br />as <br />2 <br />~m 3 <br />Og <br />� W <br />Z2 <br />O� <br />Za- <br />W W <br />LOU <br />on <br />- <br />m <br />a_ <br />zZ <br />Q <br />Oo <br />WV <br />O� <br />_ O <br />za 4 <br />ww <br />03 m <br />w <br />O <br />Il W <br />J Z <br />mu <br />Q <br />Cl) O <br />Lu N <br />m Y <br />O <br />Om <br />LUW <br />Z <br />LL1 0 <br />vJ l— <br />w <br />W 5 <br />X <br />it <br />OJ <br />C1 S <br />aO <br />Odd - <br />Z Y <br />co U) <br />F- Cr <br />— W <br />~O <br />Um <br />w <br />Z <br />a w <br />Z <br />Zo 6 <br />.. W <br />0 <br />Q Q <br />0 m <br />_1 <br />Y <br />U_ <br />W Cl) - <br />m= <br />0 � <br />tr U) <br />Q � <br />w <br />a <br />cW� it 7 <br />C <br />W Q <br />08 <br />Z !— Z <br />_ <br />W CO <br />Y <br />Cr <br />�CD Z3: <br />_I= <br />�W <br />�0 <br />Q' O <br />O <br />LU <br />rZ <br />o 8 <br />U � <br />U � <br />Z0 <br />o `__ <br />W <br />LLI <br />x0 <br />o- <br />} W <br />In Es <br />UJ <br />Z <br />Q U <br />Z � <br />O <br />oC 9 <br />O <br />10 <br />GENERAL NOTES: <br />1. For curb, gutter and curb & gutter provide W' - %4' contraction <br />joints at 10' centers (max.). Contraction joints adjacent to concrete <br />pavement on tangents and flat curves are to match the pavement <br />joints, with intermediate joints not to exceed 10' centers. <br />2. Locate expansion joints for curb, gutter and curb & gutter <br />in accordance with Specification 520. <br />TABLE OF CONTENTS: <br />Sheet <br />Description <br />1 <br />General Notes and Contents <br />2 <br />Concrete Curb and Gutter <br />3 <br />Curb and Gutter Joints and Endings, Concrete <br />Bumper Guard, and Asphaltic Concrete Curb <br />TYPE A <br />TYPE F <br />TYPE E <br />SHOULDER GUTTER <br />TYPE A, TYPE E, TYPE F, AND SHOULDER GUTTER <br />(Other Types Similar) <br />CONCRETE BUMPER GUARD <br />LAST "�" ^�r�'�ry' FY 2022-23 INDEX SHEET <br />REVISION FDOTT CURB AND GUTTER <br />11101121 w' �- STANDARD PLANS 520-001 1 of 3 <br />a <br />Depth of Sawcut Depth of Sawcut <br />3�'2" Min. 3'r2" Min. <br />Depth of Sawcut 3'h" Min. Depth of Sawcut Depth of Sawcut <br />r ; <br />/; <br />/��, / Depth of Sawcut 2W" Min. <br />3;z„ Max. ' 3W" Max. <br />0" L a <br />Min. <br />5" Max. // , !l ', 9 % ,'�� % /•�� ' Min. <br />0" Min. 5" Max. d / / i <br />/ <br />0" Min. <br />TYPE A TYPE B TYPE D TYPE E TYPE F SHOULDER GUTTER <br />NOTE: Sawcuts should be avoided within valley gutter and within curb and gutter endings. <br />CONTRACTION JOINTS IN CURB CONTRACTION JOINTS IN CURB & GUTTER <br />Joint Seal (See Note) <br />8'-6" 3-a' Trans. w �� P '� P Concrete Pavement <br />6-a' <br />End of Curb 3-a' Trans. N End of Curb <br />Exp. Joint and Preformed <br />N a +i _4 �' Joint Filler (See Note) <br />Concrete Gutter <br />_ NOTE: Joint Seal application applies to both high <br />Edge of Pavement Edge of Pavement Edge of Pavement Edge of Pavement and low sides of pavement, low side shown. <br />PLAN PLAN PLAN PLAN EXPANSION JOINT BETWEEN <br />GUTTER AND CONCRETE PAVEMENT <br />3 0 Trans. <br />5-6" 3'-a' Trans. 3-0" Trans. 3-a' 3-0" Trans. <br />Top of Curb Top of Curb Top of Curb Top of Curb See Note 1 Slope Varies <br />f <br />Gutter Gutter Gutter Gutter <br />ELEVATION ELEVATION ELEVATION ELEVATION Flexible Pavement <br />FLARED END STRAIGHT END FLARED END STRAIGHT END See Note 2 <br />CURB TYPE A CURB AND GUTTER TYPE E AND TYPE F <br />NOTES: <br />NOTE: Ends of Type B and D Curb transition from full to zero heights in 3 ft. 1. Surface on Low Side of Pavement to be k4" Above Lip of Gutter. <br />CURB AND CURB & GUTTER ENDINGS Surface on High Side to be Flush With Lip of Curb or Curb & Gutter. <br />2. Applies to both high and low sides of pavement, low side shown. <br />Applies to shoulder gutter only where adjoining traffic lanes. <br />4" Min., 5" Max. 6-a CURB AND GUTTER AND TYPE A CURB <br />fib" or 1'd' Holes P-a' ± (Typ.) 3" Max. ADJACENT TO FLEXIBLE PAVEMENT <br />3b" or �14" Hole (Typ.) 2 Min. <br />3" Max. i�l I II <br />2' Min. <br />I � I to to I I 11 2' (Typ.)5" <br />EE <br />9" Max. R=2": Cast <br />Pitch Optional R=2': Cast or Rubbed rl <br />8 Min. or Rubbed <br />#4 Bars (Typ.) (Typ.) <br />(Two Per Guard) It, <br />F- — " <br />CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB <br />CURB AND GUTTER JOINTS AND ENDINGS, CONCRETE BUMPER GUARD, AND ASPHALTIC CONCRETE CURB <br />LAST ZDESCRIPTION: <br />O <br />REVISION FY 2022-23 INDEX SHEET <br />11/01/21 W Fs STANDARD PLANS CURB AND GUTTER <br />520-001 3 of 3 <br />CURB AND GUTTER DETAILS <br />NOT TO SCALE <br />2 <br />1 ISSUED FOR PERMIT <br />09/01/23 <br />TJS <br />ACS <br />NHL <br />JPRH <br />AJD <br />1 <br />ISSUED FOR PERMIT <br />12/16/22 <br />TJS <br />ACS <br />NHL <br />JPRH <br />AJD <br />0 <br />ISSUED FOR PERMIT <br />08/26/22 <br />TJS <br />ACS <br />NHL <br />JPRH <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />REF. DWG. NO <br />7„ y <br />Joint Seal <br />Same Slope as Adjacent Pavement <br />Concrete Y2" Joint and Preformed <br />Pavement Joint Filler (See Note 1) <br />NOTE: For use adjacent to concrete or flexible <br />pavement, concrete shown (See Note 4). <br />TYPE A <br />I <br />Concrete <br />Pavement <br />'F�" Joint <br />Preform <br />Joint Fil <br />(See Note <br />NOTE. For use adjacent to concrete or <br />flexible pavement, concrete shown. <br />TYPE B <br />8" <br />Circulating <br />Roadway <br />Pavement <br />ISee Note 2 <br />h ,➢ r Jam, y ,�a <br />TYPE E <br />1'-6" 6" <br />TYPE F <br />a <br />Truck Apron <br />Surface <br />Specified <br />in the Plans <br />u` <br />n <br />20 R or As Shown in Plans � <br />Future Curb and Gutter Construction <br />%F Expansion Joint v ` A <br />Curb and Gutter Valley Gutter <br />PLAN VIEW <br />Y-2" 1,_ 10" <br />See Note 2 <br />N �+ <br />x <br />SECTION A -A <br />See Note 2� o <br />ut <br />8" <br />' SECTION B-B <br />NOTE: Traffic Bearing Sections for use in <br />Roundabout Central Island Construction. <br />TYPE RA 1'-2' 1'-10" 6" <br />Joint Seal <br />P-2 l a' <br />See Note 2 Slope to Fit `' <br />Driveway See Note 2 <br />Concrete <br />Pavement ut z �► ? e <br />V' Joint and e e ey e <br />Preformed <br />Joint Filler 8" <br />(See Note 1) 2 a' 3-6" <br />NOTE: For use adjacent to concrete or DROP CURB SECTION C-C <br />flexible pavement, concrete shown. <br />TYPE D Face of Single -Slope Concrete BarrietHeader <br />VALLEY GUTTER <br />NOTES: Match Slope of 1'-a' <br />1. For Type A, Type B, and Type D Curb: Adjacent PBvt. Shoulder Earth <br />Expansion joint, preformed joint filler and joint seal are required J Joint Seal Pavement 2*-D" 6" ]'-a' Berm <br />between curbs and concrete pavement only, see Sheet 3. <br />2. For Type E, Type F, Drop Curb, and Valley Gutter: i <br />When used on high side of roadways, match the cross slope of the Flexible Pavt. rc �1> <br />gutter to the cross slope of the adjacent pavement. The thickness Single -Slope <br />of the lip is 6", unless otherwise shown on Plans. and Base Concrete Barrier Standard Shoulder Line y <br />3. For Type RA, rotate entire section so that gutter cross slope matches Curb <br />slope of adjacent circulating roadway pavement. Vi' Joint and Preformed Joint Filler Y-6" <br />4. For details depicting usage of Type A Curb adjacent to flexible NOTE:See the toll site details for conduit requirements. SHOULDER GUTTER <br />pavement see Sheet 3. <br />TOLL HEADER CURB CONCRETE CURB AND GUTTER <br />LAST ZO DESCRIPTION: <br />REVISION FDOT� FY 2022-23 CURB AND GUTTER INDEX SHEET <br />11101121 ter` STANDARD PLANS 520-001 2 of 3 <br />STAMP <br />APLIES <br />TO <br />DETAIL <br />19 ONLY <br />REFERENCE DRAWING TITLE <br />\`�tttt�t�th��h <br />o 6719_4 _ a <br />p'� STATE OF <br />o�W <br />o 4 4 <br />'r4 <br />OR0 <br />�'�,.1 . <br />O <br />Y/// tNAL111��t`` <br />Vv"r❑0❑ <br />❑eo MERRICIC <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: <br />SCALE: AS NOTED <br />A <br />PLAN <br />�A <br />6" CONC. 2'-0" 6" CONC. <br />CURB / CURB <br />6" <br />.4 •�• A; <br />4" <br />SECTION A -A <br />CONCRETE DRAINAGE FLUME DETAIL <br />NOT TO SCALE <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />SITE DETAILS 2 <br />REVISION: DRAWING NO.: SHEET NO.: <br />2 6004-CD-01-002 1 1 OF 1 <br />1 <br />2 <br />3 <br />4 <br />5 <br />F <br />fA <br />0 <br />7 <br />1 10 <br />A B C D E F G H I J <br />