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I I I I Ij--I. - - - — - -- <br />EDGE OF <br />THRU-LANE <br />SAW CUT FULL DEPTH OF <br />EXISTING ASPHALT <br />SAW GUT <br />APPLY PRIME OR <br />MATERIALS AS NECESSARY <br />PC OR PT OF RADIUS RETURN <br />PC OR PT OF RADIUS RETURN <br />NEW SURFACE <br />NEW BASE <br />[-h/"1177 !-%C CVIQT nA%1ChACA19' <br />CONNECTION DETAIL <br />AT EXISTING ASPHALT PAVEMENTS <br />NTS <br />O <br />0 <br />z <br />Q <br />c <br />uw <br />a <br />O <br />0 <br />w <br />m <br />O <br />z <br />a <br />m <br />z <br />g <br />a <br />w <br />0 <br />w <br />x <br />CONCRETE 6" THICKNESS, 4,000 PSI CONC SLAB W/6x6 W2.9xW2.9 <br />SUB -GRADE 12" COMPACTED SUB -GRADE LBR 20 COMPACTED TO 98% <br />AASHTO T-180 <br />CONCRETE SLAB DETAIL <br />NTS <br />HEAV DUT TRAF IC BE RING AVER <br />SAND <br />BASE <br />SUB —GRADE\\\\ <br />NOTE: <br />COLOR AND STYLE TO BE <br />HEAVY DETERMINED BY ARCHITECT <br />DUTY <br />PAVER 3-1/8" min <br />SAND 1" <br />BASE 8" <br />SUB —GRADE 12" <br />HEAVY DUTY TRAFFIC RATED <br />BEDDING SAND PER ASTM C 33 <br />BASE MATERIAL PER TYPICAL PAVEMENT <br />SECTION DETAIL <br />SUB —GRADE LBR 40, COMPACTED TO 98% AASHTO <br />T-180 <br />TYPICAL ROADWAY PAVER SECTION <br />NTS <br />NORMAL 40'-0" WITH 4' WIDE SIDEWALK <br />MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK <br />a <br />e <br />d� <br />a <br />a <br />d< <br />- <br />a d <br />e a <br />°4 <br />8 <br />a <br />d d d <br />a <br />d d <br />EXPANSION JOINT W STRUCK JOINT <br />U MAX <br />1/2" EXPANSION <br />JOINT FULL DEPTH BROOM FINISH <br />1/4" <br />— DJW <br />aa. m e. <br />d a d4 i Ia ° <br />d <br />a ° d <br />EXPANSION JOINT STRUCK JOINT <br />R01IOO <br />1. SIDEWALK EXPANSION JOINTS TO BEAT ALL TIES TO CONCRETE OTHER THAN <br />DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. <br />Z EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PRE <br />FORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. <br />TYPICAL SIDEWALK <br />NTS <br />#4 BAR 18" LONG <br />SURFACE <br />PRECAST CONCRETE WHEEL STOP <br />NTS <br />ASPHALT <br />\\\ \\ SUB -GRADE \\ \\ <br />NORMAL HEAVY <br />DUTY <br />ASPHALT 1.5" 2.0" USE TYPE III ASPHALTIC CONCRETE SURFACE <br />S-III S-1 COURSE FOR NORMAL AND TYPE S-1 ASPHALTIC <br />CONCRETE SURFACE COURSE FOR HEAVY DUTY <br />BASE 6" 8 LIMEROCK LBR-100, COMPACTED TO 98% OF AASHTO <br />T-180 OR <br />CRUSHED CONCRETE, LBR-100, PER FDOT STANDARD <br />SPEC 204-2.2, COMPACTED TO 100% OF AASHTO T-180 <br />SUB -GRADE 12" 9" LBR 40, COMPACTED TO 98% AASHTO T-180 <br />ONSITE - TYPICAL PAVEMENT SECTION <br />NTS <br />0.1 *D <br />4 <br />dd ° ORd . D <br />d . a <br />d d <br />a <br />0.2*D J <br />d <br />CONSTRUCTION JOINT <br />STRUCTURE SINGLE -COMPONENT <br />1/4„ POLYURETHANE SEALANT 3/4" <br />THICK <br />° a 6 <br />Q <br />e <br />CLOSED CELL SEMI -RIGID <br />PLASTIC JOINT FILLER <br />1 /4" EXPANSION JOINT <br />SINGLE -COMPONENT <br />1/2" POLYURETHANE SEALANT <br />3/4" THICK <br />qa <br />D <br />ad <br />CLOSED CELL SEMI -RIGID PLASTIC <br />JOINT FILLER <br />1/2" EXPANSION JOINT <br />1 /4" I—DY/441a. <br />d d <br />d a - d p <br />% aA. d <br />CONTROL JOINT <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 COMPRESSIVE <br />STRENGTH OF 3,500 PSI AT 28 DAYS. <br />5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS <br />FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE COMPLETED AND VERIFIED BY THE <br />GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT, <br />6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR <br />OTHER FOREIGN MATERIAL GREATER THAN 1�" IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE <br />COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. <br />7, LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND <br />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 LENGTH <br />B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 <br />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 THE <br />FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND <br />BURLAP <br />11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A JOINT LAYOUT PLAN AS A SHOP DRAWING SUBMITTAL <br />CURBS: <br />1. ALL CURBING SHALL BE CONSTRUCTED OF CONCRETE THAT WILL OBTAIN A MINIMUM COMPRESSIVE <br />STRENGTH OF 2,500 PSI AT 28 DAYS <br />2. ALL CONCRETE CURBS SHALL BE SPACED WITH A FULL -DEPTH, 7' WIDTH ISOLATION JOINT MATERIAL PRIOR <br />TO PLACEMENT OF ADJACENT CONCRETE PAVEMENT <br />3. THERE SHALL BE CONTROL JOINTS, EITHER TOOL OR SAW -CUT, MATCH PAVEMENT JOINTS, UNLESS <br />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 PAVEMENT GRADE <br />IN 24 INCHES <br />5. CONSTRUCTION JOINT SHALL BE TIED WITH A No-4 TIE BAR EXTENDED 6 INCHES INTO EACH CURB <br />SECTION AND SHALL BE SPACED WITH A FULL -DEPTH z' WIDTH ISOLATION JOINT MATERIAL <br />CONCRETE PAV""A"LIT <br />COMPACTED SUB,.,, <br />a <br />0 <br />D = PAVEMENT THICKNESS <br />Ds= COMPACTED SUBGRADE THICKNESS <br />NORMAL 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 />z <br />O <br />> <br />o <br />CL <br />o z z Z <br />U z g <br />O <br />r o o o a <br />H U U <br />H U <br />O H C) U W <br />_ z0 a a p <br />z U d Q <br />O `Z cr > <br />Q m U- z z <br />a <br />D w a o 0 <br />a > > M M <br />o w w w w <br />15- cc ¢ a a <br />T <br />w <br />Lo Lo I— <br />o o Q <br />N N N N O 0 <br />a) co N CO Lo co N .- O <br />�w>—cn—Ozw <br />Lo <br />z}aQ®M CL cfl <br />ac7mwza'� w W '— <br />_,=wccno <br />>OD�¢�r N <br />DH¢ p <br />caw0o O <br />p d' r <br />oozwpa O <br />z°Cad0 0U 0- <br />NO. 84516 <br />'S] STATE OF �. <br />p • 05/21/2018 • �= <br />s ,� •'., P•. tU�s <br />0 <br />N <br />■ � Q <br />M O <br />¢rnN <br />LL <br />O LL <br />w <br />co O <br />4 U <br />n L m N'- <br />CO <br />0 <br />cc Q ti <br />U w CC <br />�co zti�(D <br />O <br />CD <br />Q co -1-q <br />— N n_ co a-LL Q <br />o0zl_ 0cn <br />z Z O z <br />wzQw <br />d0-D <br />zQcco <br />uj Z <br />z <br />J J ¢ <br />f— <br />U <br />< <br />cr <br />w <br />O <br />a <br />O ���j�i <br />cn <br />G <br />N <br />06 Z N <br />J <br />0 o a <br />Z v W <br />U <br />� <br />N <br />W <br />~ <br />W <br />a <br />cn <br />V <br />LL <br />S <br />H <br />E <br />E <br />T <br />11 <br />0 <br />