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ENCORE COMMERCIAL PRODUCTS INC. <br />GRAY HDPE BOLLARD SLEEVE <br />WITH TWO (2) RED REFLECTIVE STRIPES. <br />b <br />p <br />0 <br />6" Q.D. PRIMED STEEL PIPE BOLLARD. <br />FILL PIPE WITH 4,000 PSI CONCRETE. w <br />(TYPICAL) ?� g <br />W w <br />p� Q <br />a- <br />Z Z <br />4 � (V <br />A � <br />rfx <br />FINISH GRADE <br />p <br />15" DIA 4,000 PSI CONCRETE ° • <br />s N <br />� l •p 7� <br />in <br />11 <br />15" DIA. <br />NOTES: <br />1. GC SHALL PLACE ORDERS IN A TIMELY FASHION - SHIP DATE IS TYPICALLY 24-48 HRS <br />AFTER ORDER IS PLACED. <br />2. SLEEVES SHALL BE WARRANTED AGAINST FADING OR COLOR CHANGE FOR FIVE YEARS <br />FROM DATE OF SUBSTANTIAL COMPLETION. <br />3. BOLLARD SHALL BE INSTALLED LEVEL. <br />4. FILL CORES WITH CONCRETE AND STRIKE LEVEL ACROSS TOP OF PIPE. <br />5. INSTALL COVER W/ INCLUDED FOAM STRIPS PER MANUFACTURER DIRECTIONS. <br />6. APPROVED VENDORS <br />1. ENCORE COMMERCIAL PRODUCTS, INC. <br />WWW.POSTGUARD.COM <br />PH: 866.737.8900 <br />2.INNOPLAST <br />WWW.INNOPLAST.COM <br />PH: 800.516.9287 <br />3. BOLLARD COVER USA <br />WWW.BOLLARDCOVERUSA.COM <br />PH:800.352.6609 <br />TYPICAL BOLLARD DETAIL NTSLE 1 <br />WHITE REFLECTIVE SYMBOL ON <br />REFLECTIVE BLUE BACKGROUND <br />BLUE OPAQUE LEGEND AND BORDER <br />PARKING BY <br />ON REFLECTIVE WHITE BACKGROUND <br />DISABLED <br />PERMIT <br />ONLY <br />HANDICAP SIGN <br />FINE $250 MAX <br />FDOT INDEX NO. 17355 <br />318.14 <br />FINE SIGN <br />VAN <br />CO <br />ACCESSIBLE <br />THESE SIGNS AS REQUIRED FOR <br />SPECIFIC SITE <br />0 <br />O <br />0 <br />r <br />to <br />0 <br />0 <br />2"X2"X10' SQUARE <br />CAULKING AT CONNECTION <br />0 <br />o <br />GALVANIZED POST <br />OF POST AND BOLLARD <br />(COLOR: CLEAR) <br />o <br />NOTES: <br />ENCORE COMMERCIAL PRODUCTS <br />I o <br />1. METAL POST TO BE GALVANIZED. ALL <br />INC. GRAY HDPE BOLLARD <br />0 <br />BOLTS, NUTS, WASHERS AND SCREWS <br />SLEEVE WITH TWO (2) RED <br />MUST BE RUSTPROOF. <br />REFLECTIVE STRIPES. <br />o <br />- <br />2. 7116" HOLES ON 1" CENTERS. <br />0 <br />Y Z <br />3. CONCRETE FOR FOOTING SHALL BE <br />6-INCH O.D. PRIMED STEEL <br />< WPORTLAND <br />CEMENT AND HAVE A <br />PIPE BOLLARD. FILL PIPE <br />0 <br />w w <br />MINIMUM COMPRESSIVE STRENGTH OF <br />WITH 4,000 PSI CONCRETE. <br />0 <br />a <br />4,000 p.s.i. <br />(TYPICAL) <br />Z <br />4. SIGNS WILL BE FABRICATED BY USING <br />4�10 <br />10�� <br />v <br />REFLECTING COATING IN THE SYMBOL, <br />0 <br />MESSAGE AND BORDER APPLIED TO A <br />FINISH GRADE <br />0 ., <br />SHEET ALUMINUM BACKING (.080) IN <br />40 '. <br />THICKNESS. <br />�• <br />5. MESSAGE LETTERING SHALL BE UPPER <br />.�Iol�� <br />e <br />1 <br />CASE (WHITE)(SERIES B) 2" HIGH IN <br />15-INCH DIA 4,000 <br />+' <br />o IJ <br />I <br />ACCORDANCE WITH MANUAL ON <br />PSI CONCRETE <br />: f'1I+0' <br />` <br />N <br />UNIFORM TRAFFIC CONTROL DEVICES. <br />4 <br />6. THE SYMBOL IS COMPOSED OF TWO <br />��0 <br />. . <br />;I• . <br />ELEMENTS, A WHITE WHEELCHAIR <br />FIGURE (WHICH SHOULD ALWAYS FACE <br />1 <br />RIGHT) ON A SQUARE BACKGROUND, <br />+ <br />INTERNATIONAL BLUE IN COLOR (FED. <br />STD. 595a, COLOR #15180). <br />15" DIA. <br />7. SIGN POST SHALL BE MIN. 2'-0" CLEAR <br />FROM BACK OF <br />SCALE <br />HANDICAP PARKING SIGN WITHIN BOLLARD SC 2 <br />a <br />30"X30" DO NOT ENTER (R5-1) <br />(SEE SITE PLAN) <br />30"X30" STOP SIGN (R1-1) <br />(SEE SITE PLAN) <br />HEAVY DUTY GALVANIZED <br />U-CHANNEL SIGN POST <br />MIN 3 LB/LF <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />NOTES: <br />1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, <br />WASHERS AND SCREWS MUST BE RUSTPROOF. <br />2. CONCRETE FOR FOOTING SHALL BE PORTLAND <br />CEMENT AND HAVE A MIN. COMPRESSIVE STRENGTH <br />OF 4,000 PSI IN 28 DAYS. <br />3. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF <br />CURB. <br />4. ALL TRAFFIC SIGN INSTALLATION SHALL BE PER FDOT <br />SPECIFICATIONS <br />5. ALL TRAFFIC SIGN POSTS WITH THE COUNTY <br />RIGHT-OF-WAY SHALL BE 2'x2' SQUARE BREAK -AWAY 14 <br />GAUGEGALVANIZED STEEL WITH PUNCHED HOLES. <br />6. THE TAPCO V-LOC VS1P-350 SYSTEM SHALL BE <br />EMPLOYED WHERE SIGN POSTS ARE INSTALLED IN <br />PAVED AREAS. <br />MUTCD SIGN(S) NTSLE 3 <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 Authorization Number: AA26000525 <br />Architect: Client Representative: <br />Firm Name: NELSON Firm Name: ILL <br />Attn: Mark Schroeder Attn: David Berrios <br />T: 404.881.1811 Tel.: 813.245.0909 <br />e-mail: mschroeder@nelsononline.com 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: 813.481.5778 <br />e-mail: skramer@spartancc.com <br />IL�s 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 />Seal/Signature <br />NISIT SAPPARKHAO, P.E. <br />FL REG. NO. 64085 <br />N s 5 <br />S7 11E OF <br />'O• <br />DATE <br />IProject Name <br />Bank of America <br />Zephyrhills <br />ADA Upgrade <br />INELSON Project Number <br />18.00358.00 / 10-65.439 <br />IDescription <br />DETAILS <br />Scale & Sheet Number <br />AS INDICATED <br />C12mO2 <br />