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0 <br />W <br />c <br />`0 <br />J <br />E <br />_o <br />M <br />0 <br />CV <br />N <br />10 <br />ca <br />co <br />i <br />�L <br />Public Sidewalk Curb Ramp <br />22' 22' / r /2' <br />6" White <br />BLUE <br />m 2„ 6" = <br />� WHITE <br />N <br />Sign No FTP-21-06 Public Sidewalk <br />and FTP-22-06 _k i Ciirh Pmmn <br />3-6" White Diagonal <br />Equally Spaced Per Aisle. <br />N <br />Sign No FTP-21-06 <br />and FTP-22-06 -� <br />Sign No FTP-21-06 <br />and FTP-22-06 <br />22' <br />in"� <br />Sign No FTP-21-06 <br />and FTP-22-06 <br />12' 12' y 12' 11 9' 9' 9' <br />Iu \ <br />2 <br />N zo Kcl I ifl <br />TYPICAL a a <br />- Public Sidewalk Curb Ramp <br />6" White <br />Q (TYp) <br />"E" C" "B„ <br />wj <br />FOR ACCESSIBLE MARKINGS - SEE ABOVE <br />"DIMENSIONS" <br />ANGLE <br />"N' <br />"B" <br />"C„ <br />"D" <br />'E" <br />45° <br />19' -1" <br />12'-9" <br />7'-0" <br />27'-0" <br />17'-0" <br />60' <br />20'-1" <br />10'-5" <br />5'-9" <br />23'-2" <br />13'-10" <br />1. Dimensions are to the centerline of markings. <br />2. An Access Aisle is required for each accessible space when <br />angle parking is used. 3. Criteria for pavement markings only, <br />not public sidewalk curb ramp locations. <br />4. For ramp locations refer to plans. <br />5. Blue pavement markings shall be tinted to match shade <br />15180 of Federal Standards 595a. <br />6. The FTP-22-06 panel shall be mounted below the FTP-21-06 <br />sign. <br />H.C. PAVEMENT MARKING DETAIL <br />PER FDOT INDEX 17346 <br />(FTP-21-06) SIGN PER <br />DOT INDEX 17355 <br />( SIGN PER <br />PARKING BY <br />FDOT INDEX17355 <br />DISABLED <br />PERMIT <br />(FTP-22-06) SIGN PER <br />ONLY <br />FDOT INDEX 17355 <br />3/8" HOLES <br />FlNE <br />WITH HOLES DRILLED ON 1" <br />CENTERS FULL LENGTH IN <br />5D.00 I�AX <br />FULL LENGTH IN METAL <br />POST. (MOUNT WITH 5/16" <br />x 2 1 /4 BOLTS, TOP <br />AND BOTTOM OF SIGN) <br />'ol <br />3 1 /8" <br />5/8" <br />1 1 /2" <br />IA <br />Al <br />1 1 /4" <br />METAL P06T <br />WE of Bum Pw ova � 2-2 1/2'}/:T. <br />F' <br />>£CCIION A -A <br />1_0" <br />SIGN DETAIL <br />N.T.S <br />CONCRETE FOOINIG <br />1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE <br />RUSTPROOF. <br />2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE <br />STRENGTH OF 3,000 P.S.I. <br />3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND <br />BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. <br />4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE <br />WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SHEET 2 OF 2. <br />5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH <br />SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. <br />STD. 595a, COLOR #15180). <br />6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. <br />7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE <br />SUBSTITUTES FOR REGULAR BUMPER GUARD. <br />8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY <br />BUILDING CODE SECTION 4.6.3. <br />DISABLED PARKING / MARKING TYPICAL DETAILS <br />■■or, 11MMMMNM■ <br />MEN; IMM■■E■■ <br />■■■I ■■MMMMMM■ <br />■MNI ■■■■MMM■■ <br />II,II MI 10IM II,III'MII,EM <br />r Ai 1mmmmoomm <br />F ILL._„_-. \■M■ <br />■MMMMM■ML IN <br />vmmmmm■rL WIN <br />\ `\MMM■M' Ak _J <br />Mm\_ _/MMMMM <br />N.T.S. <br />4" MIN. <br />5" MAX. <br />2" MIN. <br />3" MAX<E- <br />LL <br />W <br />0 <br />Q U <br />U. 9, <br />STD. 6" CURB <br />6'-01I I APE 1 <br />STD.. 6" CURB <br />NOSE DOWN TO FINISH <br />GRADE <br />DRIVEWAY SURFACE <br />CURB TRANSITION DETAIL <br />N.T.S. <br />'-"-"� 5/8" OR 3/4" HOLES - <br />12" (+) <br />I, I co I I <br />PITCH <br />3" MIN. #4 BARS, 18" LONG _ <br />I" MAX OPTIONAL - (TWO PER GUARD) <br />R=2" <br />CAST OR <br />RUBBED <br />CONCRETE WHEELSTOP PER FDOT INDEX 300 <br />30' Max. Sidewalk <br />D D D D D E D Varies (5' Std.) <br />5 S' 1 5' 1 5' 1 S' S' 5' ** "E" Joint(s) Required When 0.02 Max. <br />Flexible Pavt. Length Exceeds 30' <br />SECTION <br />Graded Turnout _ <br />120' Max. 120' Max.** 30' Max. 30' Max. <br />30' Max. 30' Max. X„ <br />A D D D D D E D D F D D A D D E D D A <br />)'5' S' 5' 5' 5' 5' 5' S' 5' S' 5' S' 5' S' I <br />Rigid Pavt. <br />00 <br />SAWED JOINTS <br />B C B C <br />5' 5' S'_I S' <br />Flexible Pavt. <br />v Graded Turnout <br />2' <br />A B C B C B C B C B A B C B C A <br />5' SS' I S' I� 5' 1 S' 1 5' S' S' I 5' S' 1 S' 1 S' � JL 3S" <br />Rigid Pavt. 'I I ljr- <br />LONGITUDINAL SECTIONS <br />(NOT TO SCALE) <br />JOINT LEGEND <br />A- )i" Expansion Joints (Preformed Joint Filler) <br />B- Ya" Dummy Joints, Tooled <br />C- Y1s' Formed Open Joints <br />D- %6' Saw Cut Joints, 1Y2" Deep (96 Hour) Max. 5' Centers <br />E- Y2" Saw Cut Joints, 1X" Deep (12 Hour) Max. 30' Centers <br />F- 2" Expansion Joint When Run Of Sidewalk Exceeds 120'. <br />Intermediate locations when called for in the plans or at locations as <br />directed bythe Engineer. <br />SIDEWALK JOINTS <br />NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS <br />1. Sidewalks shall be constructed in accordance with Specification Section 522. <br />2. Detectable Warnings shall conform to the requirements described in Index No. 304. <br />Detectable Warnings are not required for sidewalks that run continuous through driveways, or on private property. <br />3. For TURNOUTS see Index No. 515. <br />4. Construct sidewalks with a V-O" thick Edge Beam through the limits of any surface mounted Pedestrian/Bicycle Picket <br />Railin or Pipe Guiderail shown in the plans (see SIDEWALK WITH EDGEBEAM FOR SURFACE MOUNTED RAILINGS <br />detail. <br />5. When driveways are newly constructed, reconstructed, or altered, cross slopes for discontinuous sidewalks shall not exceed <br />0.02. <br />CONCRETE SIDEWALK ON UNCURBED ROADWAYS <br />SIDEWALK DTAIL <br />PER FDOT INDEX 310 <br />2" MIN. <br />3" MAX. <br />--PAVEMENT SLOPE AS PER PLAN <br />1� 2" TYPE S ASPHALT SURFACE COURSE <br />2O TACK COAT <br />8" LIMEROCK, LBR=100, COMPACTED TO A <br />�3 MINIMUM OF 98% OF THE AASHTO-T180 <br />MAXIMUM DENSITY <br />�J PROOFROLL SUBGRADE <br />12" SUB -GRADE, LBR=40, COMPACTED TO A <br />O MINIMUM OF 98% OF THE AASHTO-T180 <br />MAXIMUM DENSITY <br />HEAVY DUTY <br />ASPHALT PAVING DETAIL <br />N TS <br />SEE SOILS REPORT FOR PAVEMENT DESIGN INFORMATION <br />PER PLAN <br />�j <br />4" CONCRETE CURB <br />EDGE WALK <br />6"x6"-1.41.4 W.W.F. <br />1" RADIUS <br />2 - #4 BARS CONT. <br />PARKING AS SPECIFIED <br />6" <br />INTEGRAL CURB AND <br />SIDEWALK DETAIL <br />N.T.S. <br />CONC. FILLER <br />1/4" WADE SAW CUT <br />2" MIN. <br />CONC. FILLER <br />m VULKEM 116 OR 245 (NON SAG) JOINT <br />^ MATERIAL TO BE INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS. PROVIDE <br />LIGHT GRAY COLOR To MATCH CONC. <br />HA <br />SAW CUT MUST BE COMPLETED <br />WITHIN 24 HOURS OF POUR. <br />NOTE: <br />THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. <br />APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY <br />PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD <br />OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND <br />TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE <br />1/3 DEPTH OF THE CONCRETE. <br />TYPICAL SAW CUT JOINT DETAIL <br />N.T.S. <br />24'± NOMINAL <br />EXPANSION <br />JOINT <br />(TYP) - <br />4" CONCRETE CURB <br />EDGE WALK <br />6"x6"-1.41.4 W.W.F. <br />1" RADIUS <br />2 - #4 BARS CONT. <br />PARKING AS SPECIFIED <br />6" <br />INTEGRAL CURB AND <br />SIDEWALK DETAIL <br />N.T.S. <br />CONC. FILLER <br />1/4" WADE SAW CUT <br />2" MIN. <br />CONC. FILLER <br />m VULKEM 116 OR 245 (NON SAG) JOINT <br />^ MATERIAL TO BE INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS. PROVIDE <br />LIGHT GRAY COLOR To MATCH CONC. <br />HA <br />SAW CUT MUST BE COMPLETED <br />WITHIN 24 HOURS OF POUR. <br />NOTE: <br />THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. <br />APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY <br />PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD <br />OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND <br />TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE <br />1/3 DEPTH OF THE CONCRETE. <br />TYPICAL SAW CUT JOINT DETAIL <br />N.T.S. <br />24'± NOMINAL <br />EXPANSION <br />JOINT <br />(TYP) - <br />NOTE <br />FORM 24' X 24' NOM. <br />W/ FULL 1" X 6" <br />Q <br />1"X2"X18" <br />z <br />STAKE TO BE <br />REMOVED <br />i I <br />SAW CUT <br />d <br />1 /4" WIDE BY 2" DEEP <br />CAULK SAW CUT <br />PENETRATION FULLY. <br />(SEE DETAIL THIS SHEET) <br />1/4" RADIUS <br />1/2" CAULKING <br />HHAND TOOLED 1/2" MASTIC <br />2' LONG #4 SMOOTH <br />- <br />DOWEL A 1 W O.C. <br />OVER ONE END <br />OF DOWEL <br />PRESSURE <br />TREATED <br />1 x WOOD COMPACTED BASE <br />EXPANSION JOINT <br />TYP. EXPANSION JOINT & REBAR LAYOUT DETAIL <br />0 <br />0 <br />SIDEWALK <br />SEE SITE PLAN PARKING LOT <br />RAMP SLOPES NOT <br />TO EXCEED 1: 12 PER <br />ADA REQUIREMENTS <br />VARIABLE -HEIGHT <br />CURB. MATCH <br />PAVEMENT HEIGHT <br />AT DEPRESSED <br />RAMP <br />CURB EDGE <br />SIDEWALK <br />CONCRETE CURB (3/8" LIP) <br />TYPICAL H.C. RAMP DETAIL <br />N.T.S. <br />NEW ASPHALT <br />OVERLAY <br />ASPHALT UNDISTURBED <br />OVERLAY AREA ASPHALT <br />4' MIN. MILLING SAWCUT STRAIGHT LINE <br />EXISTING ASPHALT <br />GRADE <br />MATCH EXISTING GRADE <br />WITH OVERLAY <br />jr <br />EXISTING ASPHALT <br />77EXISTING <br />STING LIMEROCK <br />SUBGRADE <br />1" DEPTH <br />USE THIS DETAIL ANYWHERE AN ASPHALT OVERLAY TIES INTO <br />EXISTING ASPHALT GRADE <br />TYPICAL OVERLAY JOINT DETAIL <br />NOT TO SCALE <br />U N <br />Z <br />l� <br />(•� f Y'7' <br />(z? M N N <br />J c0 <br />Fyco <br />%i <br />O�WOZ <br />w� <br />0z,:,U� <br />/- . ram+ <br />E i .. Z, E0 <br />�+ <br />ZN 00 <br />11U,J � <br />zI ;wi <br />Lu <br />zW,-o <br />0, 00 <br />U_ <br />W <br />z0 co <br />OOW w <br />U <br />O <br />O co <br />N co <br />0 <br />V) <br />J <br />a <br />w <br />_ <br />LU <br />z <br />o <br />U <br />CC <br />Uj <br />i2 <br />Z <br />O <br />Z U <br />2iUj <br />ZOr <br />0 <br />_ <br />H LU <br />w I_ <br />W <br />O <br />LU <br />C cn <br />C <br />N <br />r } <br />m m <br />m <br />W <br />w Z z Y <br />CD <br />Q z Cn U Q 0 W U <br />0 W W J fr _1 Z J <br />co Q 0 0 p U U U <br />W <br />Q <br />0 <br />z <br />O <br />U) <br />w <br />m <br />b <br />Z <br />ttlll/``� c4 <br />IN\• <br />ON* <br />••.,..•.•® J� <br />a_ <br />Z co <br />® <br />and • <br />M 0 d• J <br />zt <br />Jam' <br />� o <br />LU <br />l <br />� •Q <br />p <br />Z <br />:� <br />Z <br />o <br />. _• <br />C) <br />® <br />Q®® <br />DATE <br />2/22/16 <br />PROJECT NO. <br />1410001 <br />SHEET NUMBER <br />CO2 <br />U <br />m <br />0 <br />c <br />a) <br />2 <br />c <br />M <br />m <br />c <br />2 <br />a) <br />E <br />0 <br />