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H/C SIGN PER FDOT INDEX 17355 <br />H/C STRIPING PER FDOT INDEX 17346 <br />6" WHITE <br />2" T 2" <br />" WHITE <br />12' <br />HANDICAP PARKING PAVEMENT MARKING <br />NTS <br />0.1*D <br />d. ♦ ° a <br />♦a A <br />d <br />0.2*D J <br />CONSTRUCTION JOINT <br />STRUCTURE SINGLE -COMPONENT <br />n. POLYURETHANE SEALANT 3/4" <br />1/411 THICK <br />.4 _ ...< <br />d <br />D <br />CLOSED CELL SEMI -RIGID <br />PLASTIC JOINT FILLER <br />1/4" EXPANSION JOINT <br />SINGLE -COMPONENT <br />1/2" POLYURETHANE SEALANT 3/4" <br />THICK <br />•. D <br />CLOSED CELL SEMI -RIGID PLASTIC <br />JOINT FILLER <br />1/2" EXPANSION JOINT <br />1/4" TDB/4 <br />. . ° � 4 <br />Ll <br />- ° ° . 'n <br />d. <br />F d . .. ,. D <br />' e° d! a <br />CONTROL JOINT <br />NTS <br />z <br />g <br />Uj <br />w <br />0 <br />SPECIFICATION REQUIREMENTS ON LAYER THICKNESS FOR TYPE <br />SP STRUCTURAL COURSES <br />THE LAYER THICKNESS MUST BE CONSISTENT WITH THE FOLLOWING <br />THICKNESS RANGES: <br />FINE MIXES <br />H/C SIGN PER FDOT INDEX 17355, FTP-20-06 <br />& FTP-21-06 <br />2"x2" GALV. STEEL TUBE EXTENDED INTO <br />CONCRETE FILLED 6" DIA. PIPE. <br />6" DIA. x .28" THICK PIPE, CONCRETE FILLED. <br />PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. <br />ALL STEEL TO BE RUST FREE AND PRIME COATED. <br />BOLLARD TO BE PAINTED YELLOW. <br />BOLLARD MAY BE DELETED WHEN LOCATED WITHIN A <br />PROTECTED AREA. <br />18" DIA. CONCRETE FOOTER <br />18" <br />CONCRETE <br />FOOTING <br />SIGN DETAIL <br />N.T.S <br />HANDICAP PARKING SIGN DETAIL <br />NTS <br />TYPE MIX MINIMUM MAXIMUM <br />SP-9.5 1" 1.5" <br />SP-12.5 1.5" 2.5" <br />SP-19.0 2" 3" <br />IN ADDITION TO THE MINIMUM AND MAXIMUM THICKNESS REQUIREMENTS, <br />THE FOLLOWING RESTRICTIONS ARE PLACED ON THE RESPECTIVE MATERIAL <br />WHEN USED AS A STRUCTURAL COURSE: <br />SP-9.5 LIMITED TO THE TOP TWO STRUCTURAL LAYERS, TWO <br />LAYERS MAXIMUM. <br />SP-9.5 MAY NOT BE USED ON TRAFFIC LEVEL D AND F <br />APPLICATIONS. <br />SP-19.0 MAY NOT BE USED IN THE FINAL (TOP) STRUCTURAL <br />LAYER. <br />ASPHALT COMPACTION REQUIREMENTS: <br />SP FINE GRADED 93% IN ACCORDANCE TO FM 1-T 166 <br />TYPE III OR S-1 95% OF THE MARSHAL DESIGN DENSITY <br />OR OTHER FDOT PROCEEDURE AS APPROVED BY THE ENGINEER. <br />ASPHALT <br />BASE <br />\\\\\\ SUB -GRADE <br />NORMAL <br />ASPHALT 2" TYPE SP-9.5 FOR NORMAL DUTY <br />BASE 6" LIMEROCK LBR-100, COMPACTED TO 98% OF AASHTO <br />T-180 OR <br />RECYCLED CONCRETE AGGREGATE, LBR-150, PER FDOT <br />STANDARD SPEC 911, COMPACTED TO 100% OF AASHTO <br />T-180 <br />SUB -GRADE 12" LBR-40, COMPACTED TO 98% AASHTO T-180 <br />NOTE: PRIME AND TACK COATS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD <br />SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 300. <br />NOTE: SP-9.5 ASPHALT TO BE CONSTRUCTED IN 1" LIFTS <br />TYPICAL ASPHALT PAVEMENT SECTION <br />NTS <br />GENERAL NOTES: <br />1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER <br />2. USE ACI 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS <br />3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS <br />4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A <br />COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. <br />5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S <br />RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE <br />COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. <br />6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT <br />ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1�' IN DIAMETER IN ORDER TO ACHIEVE <br />ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE <br />FLOWABLE FILL. <br />7. LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT <br />SECTION AND WORK TOWARD EDGE OF PAVEMENT <br />8. KEEP ALL JOINTS CONTINUOUS <br />9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; <br />A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN <br />LENGTH <br />B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS <br />THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT 10'x10') <br />10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF <br />THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR <br />VISQUEEN AND BURLAP <br />11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A JOINT LAYOUT PLAN AS A SHOP DRAWING <br />SUBMITTAL <br />CURBS: <br />1. ALL CURBING SHALL BE CONSTRUCTED OF CONCRETE THAT WILL OBTAIN A MINIMUM <br />COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS <br />2. ALL CONCRETE CURBS SHALL BE SPACED WITH A FULL -DEPTH, }'WIDTH ISOLATION JOINT <br />MATERIAL PRIOR TO PLACEMENT OF ADJACENT CONCRETE PAVEMENT <br />3. THERE SHALL BE CONTROL JOINTS, EITHER TOOL OR SAW -CUT, MATCH PAVEMENT JOINTS, <br />UNLESS OTHERWISE SPECIFIED; JOINTS SHALL BE FORMED WITHIN 12 HOURS OF PLACEMENT <br />4. ALL CURB ENDS THAT DO NOT TIE INTO OTHER FACILITIES SHALL TRANSITION DOWN TO <br />PAVEMENT GRADE IN 24 INCHES <br />5. CONSTRUCTION JOINT SHALL BE TIED WITH A No.4 TIE BAR EXTENDED 6 INCHES INTO EACH <br />CURB SECTION AND SHALL BE SPACED WITH A FULL -DEPTH }'WIDTH ISOLATION JOINT MATERIAL <br />CONCRETE PAVEMENT <br />•ae <br />0 <br />COMPACTED SUBGRADE D = PAVEMENT THICKNESS <br />Ds= COMPACTED SUBGRADE THICKNESS <br />LIGHT DUTY PAVEMENT <br />PROVIDE 5.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" <br />COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 <br />HEAVY DUTY PAVEMENT <br />PROVIDE 6.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" <br />COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 <br />TYPICAL CONCRETE PAVEMENT SECTION <br />NTS <br />+ + <br />!--------- I <br />dia. Steel bollardo <br />! conc. Filled (tyrp) ' <br />! CL ' I <br />CL <br />En <br />Max ! clearance rain. � fires <br />I <br />F swing gate (typ•) <br />4 <br />Min. I I <br />L <br />PLA <br />'. <br />drop pin hauler <br />(typ•) <br />STOP SIGN DETAIL <br />NTS <br />311 <br />1 4" <br />I'-2„ 10,, <br />See Note 2 SPope to Fit <br />Driveway <br />N ry" <br />r <br />DROP CURB <br />NOTE 2: FOR TYPE E, TYPE F, DROP CURB, AND VALLEY GUTTER: WHEN USED ON <br />HIGH SIDE OF ROADWAYS. MATCH THE CROSS SLOPE OF THE GUTTER RO THE <br />CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP IS 6", <br />UNLESS OTHERWISE SHOWN ON PLANS. <br />*no boom with <br />1-#5 rebar continuous <br />,.1c <br />clearance min: <br />- Irx 16" concrete footing <br />w 2- #5 rebar (typx) <br />© #4 - REBAR CONTINUOUS STOP <br />@ EACH SIDE OF CJ'S <br />ROUND EDGE <br />M1 PAVEMENT SURFACE <br />CONCRETE SIDEWALK WITH 6x6 <br />W 1.4xW 1.4 <br />INTEGRAL CURB & SIDEWALK <br />NTS <br />I`. <br />00 <br />drop pile <br />(typ.) <br />gate (typp.) <br />1--#5 at 4' center <br />300 <br />0 p.s.L concrete slab with <br />fiber mesh reinforcing -- <br />monolithic, mil $" thickness, <br />CITY OF ZEPIIYRHILLS, FLORIDA <br />PUBLIC WORKS ADMINISTRATION <br />1 OF a <br />A <br />PRECAST CONCRETE WHEEL STOP <br />NTS <br />PAVEMENT SURFACE <br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 <br />TYPE T" CURB <br />NIN�IIn' <br />w <br />Q <br />1-4 <br />01 <br />CO <br />n <br />'D <br />Lf) <br />M <br />N <br />Cj <br />Z <br />Q�w>-cn-Ozcn <br />Q <br />®m <br />CD <br />�cz�7m�w7- <br /><0w�°O-' <br />w <br />p <br />O <br />N <br />ce <br />O <br />a <br />°0ZLU <br />z��C'ea¢p <br />s <br />rn <br />N <br />oLj <br />ON <br />Iw-O <br />o°PN`u,T uamum�q,uq„o, <br />SURFACE <br />6" V-6" <br />2"R <br />LA " <br />3°R 3/4"R <br />0 di <br />♦. d. <br />•d <br />9.a e <br />8" <br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 S <br />H <br />TYPE T" CURB E <br />E <br />NTS T <br />N <br />0 <br />* / <br />'PO. 91887 <br />( <br />-D STATE OF JF <br />-P� 07/25/2022 <br />OR <br />N <br />W <br />N O <br />J 0 a' <br />¢o I <br />W0U_ Q�� <br />V �� `��0 <br />^ O U <br />L1J M ^ ^ a <br />Qce <br />^ O <br />Q M W <br />Z <br />o_jt°Oo 0X0 <br />ii MQd- SQL <br />N a M d LL Q <br />C7 C7 U_ 2-1cn <br />(� <br />LL-O.Z� G <br />O LU Z < < >- <br />W Z Ce W <br />Z QJ F- <br />U a o Ln <br />o aLn <br />w z z <br />ZJ ¢K <br />U <br />O H <br />O <br />ce v1 <br />Z <br />a <br />W <br />N <br />U. <br />1. <br />