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SINGLE SOl <br />WIDE LINES <br />9' 12' <br />Min. +HANDICAP <br />.ID 4" <br />9� <br />O <br />d <br />4" TYP. <br />SE <br />sti <br />N <br />Li <br />E HANDICAP PARKING <br />MBOL DETAIL <br />D.O.T. WHITE TRAFFIC PAINT <br />(UNLESS OTHERWISE NOTED) <br />(VERIFY STALL DIMENSIONS WITH <br />LOCAL ZONING CODE REQUIREMENTS) <br />TYP. 57RIP/NC DETA/LS <br />(NOT TO SCALE) <br />(C <br />12" <br />N FIRE LANE <br />00 <br />N NO PARKING <br />TOW AWAY ZONE <br />04 <br />GA CODE 44-1-13 D.P.S. <br />NOTE: SIGN SHALL BE CONSTRUCTED OF AN ALL WEATHER <br />MATERIAL AND PRINTED ON A REFLECTORIZED BACKGROUND <br />REFLECTORIZED BACKGROUND SHALL BE WHITE IN COLOR. <br />LETTERING SHALL BE RED. <br />NOTE: SIGN SHALL BE POSTED NOT MORE THAN 30' <br />APART IN FIRE LANE AS SHOWN ON PLAN. <br />SIGN POSTING, CONSTRUCTION, ETC. SHALL MEET <br />THE MUNICIPALITIES FIRE SAFETY DIVISION <br />SPECIFICATIONS. <br />NOTE: FIRE LANE SIGNS MUST MEET THE SPECIFICATIONS OF AND <br />BE INSTALLED ACCORDING TO THE MANUAL OF UNIFORM <br />AND CONTROL DEVICES (MUTCD) <br />FlIFE oSI N T TO SCALE) <br />24" CURB AND <br />GUTTER <br />CONCRETE FLUME <br />Cl <br />SLOPE OF FLUME <br />PER GRADING PLAN <br />TYP. OUTTEfr' FL UME /N A <br />LANOSCAREO /SLAND <br />(NOT TO SCALE) <br />4, 0" <br />6" 6" <br />12" 4 —�_ _-s ---- <br />REINFORCING <br />6X6-W1.4XW1.4 W.W.M. 4" THICK <br />0 CENTER 3000 PSI CONCRETE <br />CONCRETE FL UME / <br />C6129 OPEN/NO DETA/L <br />(NOT TO SCALE) <br />2 COAL <br />TRAFFIC <br />4" WIDE PAIN1 <br />BLUE LINES (1 <br />r <br />STAA0AR,0 HAND/CAPPED <br />PARK/NO SYMBOL <br />(NOT TO SCALE) <br />° <br />d d <br />14' <br />° <br />X <br />° <br />d <br />Q <br />d <br />° <br />4 <br />° 4 <br />° <br />d <br />V—CONTROL JOINT (TYP.) <br />PLAN <br />F SAWED CONTROL JOINT <br />4000 p.s.i. CONC. Lu (1/4 SLAB THICKNESS) <br />OR CONSTRUCTION JOINT (TYP.) <br />0 0 <br />d° <br />—III— III —III-_ WELDED WIRE I— <br />-III—III—III—III=III—III FABRIC -III <br />COMPACTED <br />SUBGRADE <br />SECTION <br />NOTES: <br />1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED <br />AS INDICATED. <br />2. THE JOINT SEAL MANUFACTURER'S SPECIFICATIONS SHALL BE <br />COMPATIBLE WITH THE JOINT CONFIGURATION. <br />3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE <br />WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT <br />MOVEMENT DURING THE JOINT SEALANT OPERATION. <br />4. THE WIDTH OF ALL JOINTS SHALL BE CORRECTED FOR 68 DEGREE F. <br />5. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE PAYMENT <br />ABUTS A PERMANENT STRUCTURE OR AS DIRECTED BY THE ENGINEER. <br />6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE CAST IN <br />PLACE. <br />7. CONCRETE PAVEMENT SHOULD HAVE A MINIMUM 28-DAY COMPRESSIVE <br />STRENGTH OF 4000 PSI WITH A MODULUS RUPTURE OF 600 PSI. <br />8. CONSULT ON -SITE GEOTECHNICL ENGINEER ON WWF PLACEMENT. <br />CONCRETE PA kOWNT DETA/L <br />12" <br />(NOT TO SCALE) <br />ONE AT EACH HANDICAP SPACE. <br />WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, <br />THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES <br />ALL LETTERING TO BE WHITE PERMIT PARKING ONLY <br />& A MINIMUM OF 1" HIGH TOW -AWAY ZONE <br />STANDARD SIGN #R7-8-GA O <br />SYMBOL TO BE WHITE <br />BLUE REFLECTIVE BACKGROUND <br />MAXIMUM FINE M.00 <br />BLUE REFLECTIVE BACKGROUND <br />STANDARD SIGN #R7-8P5 VAN <br />ALL LETTERING TO BE WHITE ACCESSIBLE <br />& A MINIMUM OF 1" HIGH <br />1. ALL SIGNS TO BE 0.080" THICK ALUMINUM <br />2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., <br />FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. <br />3. PLACE "VAN ACCESSIBLE" SIGN AT VAN ACCESSIBLE <br />SPACES ONLY. <br />12" <br />pMraaeaar <br />BOLT SIGNS TO POST <br />WITH 3/8" CADMIUM PLATED <br />BOLTS, NUTS AND WASHERS. <br />VERIFY MAX. FINE WITH <br />MAX FM dab LOCAL JURISDICTION <br />tOD <br />ACCESSIBLE <br />THIS SIGN TYPICAL AT ALL <br />"VAN ACCESSIBLE" PARKING <br />SPACES <br />U_ <br />oEn <br />ui <br />3" ROUND STEEL POLE <br />my <br />o� <br />t <br />6" DIA. STEEL PIPE BOLLARD <br />N <br />oul <br />I <br />I <br />PAINTED OSHA YELLOW <br />i, p <br />o <br />I <br />I <br />FILLED WITH CONCRETE <br />M <br />4000 PSI COMPRESSIVE <br />STRENGTH CONCRETE <br />AT 28 DAYS <br />u <br />d <br />a <br />o <br />III —I <br />III —III <br />I —I —I <br />—I I —I <br />—I I —I I —I I —III —III= <br />I-11 I —IC I —I A E I —_I I N <br />—III—III—I I —I l I —III, <br />�—I � I <br />—III —III <br />° 'III <br />—I I i—III—III=III— <br />MIN. <br />HANO/CAP S/GN DETA/LS -11 r__ <br />(NOT TO SCALE) 1'-6" <br />Future Curb And LL <br />Gutter Construction ® 20' R Or As Shown On Plans <br />f!13'i" R j-�-� Same Slope As <br />\ I Q. • 91 Adjacent Pavement <br />I Div t^ h I°" R Joint Seal <br />f I „ \ C1 Vl" Exp. Joint a p` 4 - — <br />��1• e IC <br />1,� F <br />7-3„ I 9 u <br />valley Gutter curb And Gutter TYPE E W Exp. Joint And <br />PLAN 6„ 1 �„ Preformed Joint Filler Concrete Pavement <br />For details depicting usage adjacent <br />to flexible pavement, see Sheet Z <br />ao Z TYPE A <br />91 <br />JV! R Joint Seat <br />h h <br />3 2-0" ♦A1' <br />SECTION AA m P <br />TYPE F <br />6" 1'-6" ]'-IO" F-2" 70" P-2" Conc, Pavt. <br />Slape To <br />Q Fit Driveway Pi° Exp. Joint And <br />� ,� • Preformed Joint Filler <br />TYPE B <br />4,P h 9 '4' 30 E B" <br />^ � � <br />� <br />Joint Seal <br />5-0 Note: To be paid for as parent curb. �Q <br />DROP CURB _ <br />SECTION 88 1-T I <br />Standard Shoulder Line to <br />9 <br />6" 1'-l0' V-2" Earth Berm 1' 6' 7 Shoulder Pavement Conc. Pavt. <br />W Exp, Joint And <br />P TYPE D Preformed Joint Filter <br />RP • <br />� y ' <br />'a 3-C Mate: For use adjacent to concrete or flexible pavement, concrete <br />SHOULDER GUTTER shown. Expansion Joint, preformed Joint filler and Joint seal are <br />8' required between curbs and concrete pavement only, see Sheet 2. <br />3-' <br />SECTION CC Truck Apron Surface CONCRETE CURB <br />Specified In The Plans lkl,Q' <br />VALLEY GUTTER in Roadway y RP <br />RoadPavement <br />9 " When used on high side of roadways, the cross slope of the gutter shall 1'V p 4' <br />match the cross slope of the adjacent pavement. The thickness of the tip L7\\ I <br />shall be 6". unless otherwise shown on plans. <br />O Rotate entire section so that gutter cross slope matches slope of adjacent <br />circulating roadway pavement. <br />TRAFFIC BEARING SECTION FOR USE IN <br />For use adjacent to concrete or flexible pavement. For details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION <br />usage adjacent to flexible pavement, see Sheet 2. Expansion Joint, preformed TYPE RA <br />Joint filter and Joint seal are required between curb & gutter and concrete <br />pavement only, see Sheet 2. <br />CONCRETE CURB AND GUTTER <br />LAST DESCRIPTION: <br />REVISION p� FY 202D-21 INDEX SHEET <br />11/01/17 F..i►-` y STANDARD PLANS CURB AND GUTTER <br />520-001 1 of 2 <br />B.s s <br />q End Of Curb "' <br />a a End Of Curb <br />Edge Of Part. EdgeOf Pavt. <br />PLAN PLAN Edge Of Pavt. Edge Of Pavt. <br />PLAN PLAN <br />3 3 3 3 <br />Top Of curb S.S Trans. Top Of Curb T� Top Of Curb �.. .-L..Trans Top Of Curb Trans { <br />Gutter 77 Cutter Gutter Gutter <br />PROFILE PROFILE PROFILE PROFILE <br />FLARED END STRAIGHT END FLARED END STRAIGHT END <br />CURB TYPE A CURB AND GUTTER TYPES E & F <br />Depth Of Sawcut j Depth Of Sawcut CURB AND GUTTER ENDINGS <br />1�" Min. 3f2" Max. <br />0" Min. i, <br />111 Jr" Max. — — — Joint Seal ElL L <br />'d LLLL/ �-LL <br />0" Min. — � <br />SHOULDER GUTTER TYPE E 0 concrete <br />Gutter Concrete <br />3W Max. �� Depth Of Sawcut Surface On Low Side Of Pavement to Pavement <br />0" Min. ii Be W' Above Lip Of Gutter. Surface <br />L.4 L L L 111 5' Max. On High Side To Be Flush With Up Of I <br />0' Min. Curb Or Curb & Gutter. I W Exp, Joint And <br />Slope Varies Preformed Joint Filler ❑ <br />TYPE F <br />❑ Applies to both high and low sides of pavement, low side shown. <br />Sawcuts should be avoided within valley gutter and within curb and gutter endings. <br />CONTRACTION JOINT IN CURB AND GUTTER o Flexible Pavt. EXPANSION JOINT BETWEEN GUTTER <br />Depth Of Sawcut Depth of Sawcut AND CONCRETE PAVEMENT <br />Depth Of Sawcut �� 3W Min. f� 3W Min. 1W <br />3%" Min. GL GG <br />� � � � � � � p Applies to both high and low sides of pavement, low side shown. <br />Z_ LL Applies to shoulder gutter only where adjoining traffic lanes. <br />TYPE A CURB AND GUTTER AND TYPE A CURB <br />TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT <br />CONTRACTION JOINT IN CURB <br />GENERAL NOTES <br />4' Min., 1. For curb, gutter and curb & gutter provide W - Y4" contraction Joints at 10' <br />S' Max. 6-0" centers (max.). Contraction Joints adjacent to concrete pavement on tangents <br />W Or �'�' Holes 2' Min., 5" 2" and flat curves are to match the pavement Joints, with Intermediate Joints not <br />--i h---# <br />//JJI��I��\\\\ to exceed 10 centers. Curb, gutter and curb &gutter expansion Joints shall <br />7, Min.,� � ro h�Y� be located In accordance with Specification 520. <br />3' Max. I I Z <br />I,I h ToII 2. Ends of Curbs Types B and D shall transition from full to zero heights in Y. <br />Pitch Optional I g" <br />a�4 Bars, 18" tong L---�i <br />-2' (Two Per Guard) <br />9' Max• Cast Or <br />Rubbed <br />CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB <br />L455T DESCRIPTION: FY 2021)-t''1 INDEX SHEET <br />REVISION Fix' y CURB AND GUTTER <br />11101117 ?� STANDARD PLANS 520-001 2 Of 2 <br />5'-0" UNLESS OTHERWISE NOTED <br />ON DRAWINGS <br />SLOPE 1/8" / FT. 4' MIN. <br />2500 P.S.I. 6"x6"x10/10 WWF <br />CONC. <br />(TYP.) <br />SECTION <br />F <br />FLAG <br />1/2" EXPANSION (TYP.) <br />JOINT (TYP.) <br />12'-0" BETWEEN JOINTS <br />PROFILE <br />CONCRETE WALKWAY DETAIL <br />NOT TO SCALE <br />0 <br />CITY OF ZEPHYRHILLS DECEMBER2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9C_ <br />PHONE (813)780-0029 FAX (813)780-0613 <br />CONCRETE DOME <br />TO DRAIN <br />CONCRETE <br />FILLED 6" NOM <br />0 STD WT SCH <br />40 STL PIPE <br />SLOPE TO DRAIN <br />1-1.5' FIN GRADE <br />M CONCRETE <br />6"-MIN 1 <br />MIN <br />NOTES; <br />1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD <br />SHALL BE AS SHOWN ON THE DRAWINGS OR AS <br />DIRECTED IN THE FIELD. <br />2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH <br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. <br />BOLLARD CONCRETE FILLED <br />NTS <br />" CITY OF ZEPHYRHILLS DECEMBER2015 <br />a <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-10 <br />PHONE (813)780-0029 FAX (813)780-0613 <br />0) <br />W <br />Q � <br />U 0) <br />O <br />m <br />Q <br />0 <br />Z <br />O i <br />a_ U) <br />to �> <br />w V <br />Z_ <br />Q <br />SEAL <br />0011111 <br />* ' No. 52896 ' <br />�-0'• S T OF <br />4 ID <br />SS/ONAL�•ENG�`��. <br />Z <br />o � <br />W CQ <br />W M <br />� A <br />0 F a <br />0 W <br />a <br />JR 0 U Cn 09 <br />0 <br />z w F <br />N O V! <br />0 0 <br />J <br />O iLl <br />g LiJ <br />d <br />h <br />W <br />z <br />O <br />EE <br />U <br />W <br />A <br />F <br />A <br />1.4 <br />0 <br />04 <br />N U <br />�i W A <br />� V O <br />W Ch d <br />A ..a I ; <br />CQ <br />d N <br />A E E E E E <br />O <br />z <br />DRAWN BY CHECKED BY <br />TLF RCL <br />DATE <br />06/29/2020 <br />SHEET TITLE <br />SITEWORK <br />CONSTRUCTION DETAILS <br />SHEET NUMBER <br />C-7.0 <br />hW ✓ ONO" 2020- <br />