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y ' I I U. ] _ _ <br />HANDICAP PARKING <br />3-INCH PVC <br />DOWNSPOUT <br />BOLLARD <br />TYPICAL HANDICAP PARKING DETAIL NTSLE 1 <br />PRIMER SIKA FLEX 2-C SEALANT <br />.. <br />BACKER ROD: ETHAFOAM "SM" <br />•♦ <br />a 'e ♦ <br />� .•• ♦� <br />� <br />a <br />.. <br />e <br />♦ • <br />:b a ..�. <br />p.•..4 .. <br />b' <br />EXP. JOINT FILLER: SEAL TITE FIBRE <br />EXPANSION JOINT I NTSLE 2 <br />NORMAL 40'-0" WITH 4' WIDE SIDEWALK <br />MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK <br />EXPANSION JOINT 6' MAX STRUCK JOINT <br />1/2" EXPANSION JOINT BROOM FINISH <br />FULL DETAIL <br />1/4" <br />— (D)/4 <br />Ok <br />a . <br />EXPANSION JOINT STRUCK JOINT <br />NOTES: <br />1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING <br />SHALL BE 60'. <br />2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FULL <br />DEPTH OF CONCRETE. <br />3. ALL SIDE WALKS SHALL BE CONSTRUCTED OF 4 INCH THICK PORT LAND CEMENT CONCRETE AND SHALL BE <br />INSTALLED OVER COMPACTED SUB -GRADE (LBR 40 MIN.) <br />4. CONTROL JOINT MUST BE PERFORMED WITHIN 12 HOURS OF CONCRETE PLACEMENT DO A DEPTH NO LESS <br />THAN 1/4 THE OVERALL CONCRETE DEPTH. <br />TYPICAL CONCRETE SIDEWALK DETAIL SCALE <br />NTS <br />V <br />�. <br />a• ' CONCRETE '• • `! e <br />\\ \\ SUB -GRADE \\ \, <br />CONCRETE 6" THICKNESS 4,000 PSI WITH 6"x6" W 1.4xW 1.4 WWM. LAMBERT <br />CORPORATION DEEP BLACK - 3% TINT <br />SUB -GRADE 6" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 <br />TYPICAL CONCRETE PAVEMENT SECTION I <br />SCALENTs 6 <br />4,000 PSI CONCRETE <br />SIDEWALK WITH 6"X6"-1.4/1.4 <br />W.W.M. AND BROOM FINISH <br />SLOPE <br />. •b .4 . \ .'� a b• <br />� • / // � • .. .•� • �\ • • •• ► ..• a ,' - <br />PAVEMENT SURFACE <br />I <br />TO 98 % AAOHTO T 180 I� // . X <br />1 <br />6" <br />4,000 PSI AIR ENTRAINED CONC. <br />CURB REINF. W/ #4 BARS TOP <br />AND BOTTOM (B" CONTRACTOR) <br />w <br />u) <br />wzw <br />RFACE Z) O z <br />SUB -BASE (BY CONTRACTOR) <br />NOTE: <br />TRANSVERSE JOINTS SHALL BE 1/2" FULL DEPTH ASPHALT IMPREGNATED FIBER EXP. JOINT RECESSED 1/4" <br />IN FROM THE FRONT FACE AND TOP OF THE CURB @ 20'-0" MAXIMUM. <br />6" CURB SCALENTS 3 <br />NEW SURFACE <br />LIMITS OF REMOVAL & NEW BASE <br />EDGE OF EXIST PAVEMENT <br />2' <br />r NEW ASPHALT PAVEMENT <br />SAW CUT <br />r <br />APPLY PRIME OR TACK MATERIALS <br />AS NECESSARY <br />EXISTING ASPHALT PAVEMENT CONNEr'TION NTSLE J <br />ASPHALT BASE COURSE <br />PRIME COAT <br />SUB -GRADE \\\ <br />ASPHALT 1-1/2" TYPE III ASPHALTIC CONCRETE STRUCTURAL <br />BASE COURSE <br />BASE EXISTING TO REMAIN <br />(6-INCH MINIMUM DEPTH, ADJUST AS NEEDED) <br />SUB -GRADE EXISTING TO REMAIN <br />v <br />TYPICAL ASPHALT PAVEMENT SECTION SCALE NTS <br />7 <br />4,000 PSI CONCRETE SIDEWALK <br />r-6"X6"-1.4/1.4 W.W.M. <br />SCH 35 PVC STORM DRAIN <br />- a A <br />e 4 <br />. e s <br />• S •� 0 <br />12-INCH MINIMUM <br />Bank of America �% <br />ADA- ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHYRHILLS, FL 33542 <br />SERIAL NUM./MANH. ID: FL2-019 <br />NELSON <br />Nelco Architecture, Inc. <br />a licensed affiliate <br />Florida Certificate of Authorizaton Number. W6000525 <br />Architect: <br />Client Representative: <br />Firm Name: NELSON <br />Firm Name: JLL <br />Attn: Mark Schroeder <br />Attn: David Berrios <br />T: 404.881,1811 <br />Tel.: 813.245.0909 <br />e-mail: mschroeder@nelsononline.com <br />e-mail: David.Berrios@am.jll.com <br />Engineer: <br />Firm Name: Infinity Engineering Group, LLC. <br />Attn: Brett Nevaril <br />1208 E Kennedy Blvd, STE 230 <br />Tampa, FL 33602 <br />T: 813.434-4770 <br />e-mail: brett@iegroup.net <br />Certification of Authorization #27889 <br />General Contractor: <br />Firm Name: Spartan Contracting Corporation <br />Attn: Scott Kramer <br />T: 811481.5778 <br />e-mail: skramer@spartancc.com <br />IZ!�, Issue Date & Issue Description By Check <br />1 04/23/18 Issue For Review PV BN <br />2 04/27/18 Issue For Permit RG BN <br />ISeal/Signature <br />NISIT SAPPARKHAO, P.E. <br />FL REG. NO. 64085 <br />`C_ <br />cb .. <br />e ( nn 4 <br />rb m „u <br />r31 STAT OF m <br />r <br />�9 <br />DATE <br />IProject Name <br />Bank of America <br />Zephyrhills <br />ADA Upgrade <br />' NELSON Project Number <br />81 .00358. 00110-65.439 <br />' Description <br />DETAILS <br />Scale & Sheet Number <br />AS INDICATED <br />INTEGRAL CURB SIDEWALK SCALENTs 8 <br />PIPE DRAIN SIDEWALK DETAIL SCALENTs 9 <br />C12mOl <br />