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L L I <br />R = 1/4" <br />(TYP) 12" 12" ASPHALT PAVEMENT <br />VARIES <br />1 /4" d 1-1 /4" - 2" <br />A ° <br />.. ' d. 'A <br />9" :4 .a ": BASE VARIES <br />SUB -BASE VARIES 10" - 12" <br />12" I 2' _I <br />MIAMI CURB <br />N.T.S. <br />1. CURBS TO BE CONSTRUCTED OF 28 DAY, 3000 P.S.I. P.C. CONCRETE. <br />2. J" PRE -MOLDED EXPANSION JOINT REQUIRED EVERY 500', CONSTRUCTION JOINT REQUIRED <br />EVERY 10' MAXIMUM (4' MINIMUM). <br />3. �' PRE -MOLDED EXPANSION JOINT REQUIRED AT EACH SIDE OF ALL STORM INLET <br />STRUCTURES AND AT ALL RADIUS POINTS. <br />4. SUB -BASE TO BE COMPACTED AND TESTED TO 98% MINIMUM DENSITY WITH MINIMUM <br />L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST. <br />5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB. <br />Public Sidewalk Curb Ramp Sign No FTP-21-06 <br />and FTP-22-06 <br />I. 22' .I. 22' J �22' <br />6" White <br />BLUE <br />Ld w » - <br />= J 2" <br />� m WHITE <br />N <br />Sign No FTP-21-06 Public Sidewalk <br />and FTP-22-06 Curh Rmmm <br />3-6" White Diagonal <br />Equally Spaced Per Aisle. <br />N <br />Sign No FTP-21-06 <br />and FTP-22-06 <br />\ 22' <br />w w <br />J ~ <br />m <br />Sign No FTP-21-06 <br />and FTP-22-06 <br />,Ili 12011 •I: •I 9�1 <br />\ w <br />CA <br />N N <br />TYPICAL <br />Public Sidewalk Curb Ramp <br />h <br />6" White 03 * �, 0 Cb o, <br />(TYP) <br />E" C" B <br />FOR ACCESSIBLE MARKINGS - SEE ABOVE <br />"DIMENSIONS" <br />? ? <br />„A„ <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 />600 <br />20'-1" <br />10'-5" <br />5-9" <br />23'-2" <br />13'-10" <br />NOTES: 1. Dimensions are to the centerline of markings. <br />2. An Access Aisle is required for each accessible space when angle <br />parking is used. <br />3. Criteria for pavement markings only, not public sidewalk curb ramp locations. <br />For ramp locations refer to plans. <br />4. Blue Pavement markings shall be tinted to match shade 15180 of Federal <br />Standards 595a. <br />5. The FTP-22-06 panal shall be mounted below the FTP-21-06 sign. <br />PAVEMENT MARKING FOR PUBLIC <br />SIDEWALK CURB RAMPS IN REST AREAS <br />2' <br />C/L <br />1 /4"/ FT I 1 /4"/ FT <br />FDOT DETAIL 17346-12 <br />SPECIAL MARKING AREAS (PARKING) <br />Upstream A <br />H �IDownStream <br />Drivers Eye Location <br />SPEED <br />MPH <br />UP STREAM (A) <br />DOWN STREAM B <br />2 LANE <br />1 4 LANE <br />0-30 <br />85' <br />60' <br />1 45' <br />35 <br />100' <br />70' <br />50' <br />NOTES <br />1. Distances measured longitudinally along the street from driver location <br />of entering vehicle to end of parking restriction. <br />2. Distances applicable to intersecting street, major driveways and other <br />driveways to the extent practical. <br />3. For nonsignalized intersections, the values above shall be compared <br />with the values for signalized intersections and the maximum restrictions <br />implemented. These restrictions apply to both accessible and <br />nonaccessible parking. <br />MINIMUM PARKING RESTRICTION FOR <br />NONSIGNALIZED INTERSECTIONS <br />r� <br />AD <br />[Z4 2.7 s. f. <br />_ 4" 4.53 s.f. <br />6 Use of pavement symbol in accessible <br />parking spaces is optional, when used the <br />symbol shall be 3' or 5' high and white in color. <br />UNIVERSAL SYMBOL <br />OF ACCESSIBILITY <br />LOT LINE <br />30' <br />C/L <br />2' 31 12' I_ 10' _ I _ 10' _ 12, _ 3V <br />SOD <br />1/4"/FT <br />1 /4'/ FT <br />SEE PAVEMENT SECTIONS THIS SHEET. <br />N. T.S. <br />GENERAL NOTES (Signalized & Nonsignalized) <br />1. For entrances to a one-way street, the <br />downstream restriction may be reduced to 20'. <br />2. Parking shall not be allowed within 20' of a crosswalk. <br />3. All parking lane markings shall be 6" white. <br />4. Parking lane lines shall be broken at driveways. <br />5. Refer to Chapter 316, Fla. Statutes, for laws <br />governing parking spaces. <br />6. Where curb and gutter is used, the gutter pan width <br />may be included as part of the minimum width of <br />parking lane, but desirably the lane width should be in <br />addition to that of the gutter pan. <br />100111 <br />No Parking Zone - <br />/ Yellow Curb (Optional) <br />4 <br />Y ff�8' Y <br />8'-•� 20, <br />Min. TYPE II <br />No Parking Zone - <br />Yellow Curb (Optional4 <br />Y 81 1 Y <br />20' 22' I 20' <br />wo <br />26'►{ All Spaces <br />22 Min. & 26 Max. <br />TYPE III <br />No Parking Zone <br />/ Yellow Curb (Optional <br />Y 8' Min. Y <br />SPEED LIMIT <br />SIGNALIZED <br />MPH <br />INTERSECTIONS <br />0- 30 <br />30' <br />35 <br />50' <br />PARKING RESTRICTION (FT.) FOR <br />SIGNALIZED INTERSECTION <br />DISTANCE FROM <br />CURB RADIUS (Y) <br />NOTES: <br />1. Parking restrictions measured from curb radius point. <br />2. Restrictions for accessible parking are the same as <br />those applied to nonsignalized intersections. <br />MINIMUM PARKING RESTRICTION FOR <br />SIGNALIZED INTERSECTION <br />STANDARD DUTY PAVING <br />N. T.S. <br />1 /4"/ FT <br />SOD <br />LOT LINE <br />1 /4"/FT <br />12" MIN. <br />I RESERVED <br />PARKING <br />REFLECTIVE BLUE <br />BACKGROUND <br />SIGN TO BE ATTACHED TO <br />BOTTOM OF ABOVE SIGN WHERE <br />APPLICABLE <br />VAN <br />PENALTY SIGN W/ WORDING AS ACCESSIBLE <br />REQUIRED BY STATE OR LOCAL <br />LAW <br />5" FIBER REINFORCED CONCRETE (4,000 PSI) <br />STAB(LIZED SUB -GRADE <br />(LBR 40) <br />"U"-CHANNEL POST I <br />O <br />(3-lbs./ft.) <br />a <br />O <br />1j 7I <br />R V PAD IPA ! " <br />_ * 4" CONCRETE FILLED PIPE <br />CONCRETE PA VING <br />BOLLARD PAINTEDTRAFFIC <br />W <br />N TS. <br />3,000 P.S.I. <br />J <br />STANDARD -DUTY PAVEMENT SECTIONS BASED ON RECOMMENDATIONS FROM A GEOTECHNICAL <br />P.C. CONCRETE il <br />REPORT BY UNIVERSAL ENGINEERING SCIENCES, DATED 05/18/2017. REFER TO REPORT FOR <br />SLOPE TOP OF CONCRETE <br />ADDITIONAL INFORMATION AND COMPACTION TESTING REQUIREMENTS. <br />NOTES' <br />ASPHALT SURFACE COURSE SHALL MEET OR EXCEED THE REQUIREMENTS FOR CONCRETE SURFACE <br />1. SEE SITE PLAN FOR LAYOUT AND LOCATION. <br />MIX (TYPE S-1) OF FLORIDA DEPARTMENT OF TRANSPORTATION, IT SHOULD BE COMPACTED TO AN <br />d ' <br />2. ALL DIMENSIONS ARE TO q OF STRIPE UNLESS OTHERWISE d ' <br />AVERAGE FIELD DENSITY OF 93% OF THE MAX. DENSITY BASED ON SPECIFIC GRAVITY METHODS. <br />INDICATED. n <br />LIMEROCK BASE SHOULD BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DRY DENSITY AS <br />DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (PER AASHTO T-180). <br />3. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN THE ACCESSIBLE N A .a <br />SPACE. ad �I• Ia o a <br />LIMEROCK SHOULD MEET OR EXCEED REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF <br />a d <br />4. *CONCRETE BOLLARD AROUND POST IS NECESSARY WHERE THE <br />TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. <br />SIGN IS TO BE WITHIN 2' OF THE TRAVEL LANE OR PARKING SPACE "A. a�i .'1 <br />STABILIZED SUBGRADE CAN BE IMPORTED MATERIALS OR A BLEND OF ON -SITE AND IMPORTED <br />12 (-7 <br />MATERIALS. IT SHOULD HAVE A MIN. LBR OF 40, OR A MIN. FBV OF 75 PSI, COMPACTED TO 98% <br />I <br />MODIFIED PROCTOR MAX. DRY DENSITY. <br />ADA HCRIAIRKING <br />SSO N.T.S. <br />APPROVALS <br />room Know what's below. <br />i Cal before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BEFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS <br />ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT © 2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />MIJ d<� <br />s<o <br />3Qo <br />YES <br />a <br />V <br />W <br />0 <br />J <br />N <br />m <br />J <br />LIJ O <br />N <br />LUN <br />J <br />i-- <br />Ur <br />�o <br />Q N <br />J <br />i <br />- <br />Of <br />Z <br />J <br />LU <br />>_ <br />T <br />O <br />(n <br />z <br />10�1_ <br />Q <br />CL <br />N <br />O <br />� <br />LD O <br />J <br />Q <br />I= F_ <br />U <br />Ln <br />N <br />m <br />N <br />X <br />LU <br />N <br />Z <br />w <br />_J <br />Z <br />Z m <br />z <br />C> <br />C>C <br />G LU <br />p <br />N <br />J <br />G <br />O <br />O Q <br />Z) <br />LJJ <br />U <br />U <br />z <br />Ln <br />N <br />Q <br />p <br />Z <br />O <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />REVISIONS <br />.........e. <br />CJ <br />No. 6008P <br />i <br />S ATE 0 141 <br />DRAWN BY: AS <br />CHECKED BY: DG <br />PROJECT MANAGER: DIG <br />JOB #: 16002627 <br />FILE CODE: ## <br />SHEET NO. C700 <br />0 <br />v <br />