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8 17 6 1 5 4 1 3 12 <br />1 <br />Q <br />Q <br />N <br />U) <br />m <br />E <br />co <br />u7 <br />CID <br />N <br />CU <br />0 <br />4- <br />C <br />O <br />N <br />U <br />O <br />O <br />O <br />N <br />E <br />cu <br />N <br />U_ <br />ft <br />I C <br />INS <br />0 <br />z <br />U1 <br />0 <br />N <br />9 <br />B C B C <br />5' 5' 15' 1 5' <br />Flexible Pavt. I <br />Graded Turnout <br />A 8 C B C 8 C 8 C B A 8 C B C A <br />5' 5, I 5, 5 5 5 55 5 _5'_ _5'_ 5, <br />Rigid Pavt. 'ITJL <br />'S <br />OPEN JOINTS <br />30' Max. <br />D D D D D E D <br />5' 5' 5' 5' 5' 5' 5' <br />Flexible Pavt. <br />— -� Graded Turnout <br />120' Max. 120' Max. 30' Max. 30' Max. <br />30' Max. 30' Max. 30' Max. Viz.: <br />i <br />A D D D D D D D F D D A D D E D D A <br />'12 15'1 S 5' 1 5' 1 S' 5' 5 S' S` 5' V2 <br />Rigid Pavt. �� <br />SAWED JOINTS <br />LONGITUDINAL SECTION <br />LEGEND: <br />A- 112" Expansion Joints (Preformed Joint Filler) <br />B- %8' Dummy Joints, Tooled <br />C- V8" Formed Open Joints <br />D- 3116" Saw Cut Joints, 1112" Deep (within 96 hours) Max. 5' Centers <br />E- 3j16" Saw Cut Joints, 1 %Z' Deep (within 12 hours) Max. 30' Centers <br />Joint(s) Required When Length Exceeds 30' <br />F- j;` Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate <br />locations when called for in the plans or at locations as directed by <br />the Engineer. <br />SIDEWALK JOINTS <br />i <br />i <br />--———— — — — — — <br />� <br />LEGEND: <br />4" Thick Sidewalk <br />NOTE: EXISTING SIDEWALK IS 4' WIDE <br />JOINTING AS SHOWN HEREON SHALL APPLY <br />TO NEW 4' SIDEWALK CONSTRUCTION. <br />2' Detectable <br />—0001 <br />Warning Surface I <br />C <br />1 / <br />� Border / <br />Driveway / <br />-- Shoulder Line <br />� f <br />-L --NERAk 06 <br />_NOTE 6 -_-_ <br />NOT APPLICABLE <br />Driveway <br />Edge Of Trave Way <br />PLAN <br />CONTINUOUS SIDEWALK = <br />Edge Of Trave Way - <br />PLAN <br />DISCONTINUOUS SIDEWALK <br />Sidewalk PROJECT SIDEWALK <br />WIDTH= 4' MINIMUM <br />_, 0.02 Max. <br />SECTION C-C <br />2' Detectable <br />Warning Surface <br />Side Road <br />Side Road <br />CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS <br />LAST O DESCRIPTION: FY ZOT %-1 S INDEX SHEET <br />REVISION FD9n CONCRETE SIDEWALK NO. NO. <br />11101116 -- DESIGN STANDARDS 310 2 of 2 <br />Ct <br />Al F.D.O.T. STANDARD INDEX NO.310 - CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS (SHEET 2 OF 2) <br />DETAIL NOT TO SCALE <br />H ADDENDUM #2 KJC 05/15/2018 <br />5 FO #5 KJC 05/01/2018 <br />G RCPI #3 JRH 04/30/2018 <br />E RCPI #2 JRH 03/30/2018 H ADDENDUM #2 KJC 05/16/2018 <br />REV. REVISION DESCRIPTION DRN. I REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. <br />8 7 6 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, <br />COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT <br />MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH <br />THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND <br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. <br />:91 <br />OPTION B <br />CI <br />DETECTABLE WARNINGS ON FLUSH SHOULDER SIDEWALKS <br />B4 F.D.O.T. INDEX 304, SHEET 6 OF 8 <br />DETAIL I NOT TO SCALE <br />1.6" (MIN) <br />EDGE OF <2° 2.4" (MAX) ON RAMPS THAT ARE PERPENDICULAR WITH THE <br />DETECTABLE 10 CURB LINE, THE DOME PATTERN SHALL BE IN -LINE <br />WARNING WITH THE DIRECTION OF TRAVEL. ON RAMPS <br />INTERSECTION CURBS ON A RADIUS, THE DOME <br />PATTERN SHALL BE IBN-LINE WITH THE DIRECTION <br />V I OF TRAVEL TO THE EXTENT PRACTICAL <br />O <br />_ O O O TRUNCATED DOME B <br />2- X <br />5� < A A <br />�CIS O O <br />BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. <br />INTEGRAL DOME <br />TYPICAL PLAN <br />ALL SIDEWALK CURB RAMPS SHALL HAVE <br />0.9" (MIN) DETECTABLE WARNING SURFACES THAT <br />�_14' (MAX) EXTEND THE FULL WIDTH OF THE RAMP <br />AND IN THE DIRECTION OF TRAVEL 24 <br />INCHES FROM BACK OF CURB. <br />04 THE TOP WIDTH OF THE DOME SHALL BE A <br />o 0 MINIMUM OF 50% AND A MAXIMUM OF 65% <br />+I OF THE BASE DIAMETER. <br />CD SECTION A -A <br />`e `��G �iq$+n A Pair <br />No 64986 <br />A <br />w STATE- OF, <br />r J <br />DETECTABLE WARNING - WITH TRUNCATED DOME <br />A4 �,. <br />DETAIL NOT TO SCALE / <br />REG. NU. 641�' <br />ow <br />WAREHOUSE EXPANSION GEOMETRY DETAILS <br />411 <br />NASKELL IheHaskell <br />Company <br />Riverside Avenue ZEPHYRHILLS NATURAL SPRING WATER <br />Jacksonville,Florida 32202 ZEPHYRHILLS, FLORIDA <br />Phone # (904) 791 A500 l <br />NORTH AMERICA MW „0m, an thb doolirrIat N IM Wo p�p�/ Of NYU SIB �.� REV. NIM <br />CORPORATE ENGINEERING OFFICE �d nW not be acPW or dbdOMO tv A unWm aY+vlOfi��tl by �' T <br />REVISION DESCRIPTION DRN. REV. DAIS DRAB DEM �j�p-. 3401007 1322 CRESTSIDE <br />DRIVE,SUIT 100 D'M D. ' �' L C— 522 <br />5 4 3 2 <br />