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LEGEND: <br />OOOOOOD00000000000 <br />OOOOOOOOOD0000000, <br />D00000000000000000 <br />DETECTABLE WARNING <br />PROPOSED CONCRETE <br />EXISTING CONCRETE <br />PROPOSED ASPHALT <br />PAVEMENT <br />EXISTING CURBING <br />PROPOSED CURBING <br />H/C AND PARKING STRIPING <br />LANDSCAPE NOTE: <br />ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL HAVE THE TURF <br />RESTORED TO EXISTING CONDITIONS (OR BETTER), UNLESS OTHERWISE INDICATED <br />IN THE PLANS OR SPECIAL PROVISIONS. <br />IRRIGATION NOTE: <br />CONTRACTOR TO MAKE ADJUSTMENTS TO IRRIGATION AS NEEDED. <br />EXPANSION JOINT NOTE: <br />CONTRACTOR TO INSTALL EXPANSION JOINTS ALONG ALL NEW SIDEWALK WHEN <br />ABUTTING NEW AND EXISTING STRUCTURES AND EXISTING CONCRETE SIDEWALKS. <br />KEYED NOTES: <br />0 <br />BANK OF AMERICA BUILDING ENTRANCE AND ATM. <br />1 1/2" TYPE S-III ASPHALT PAVEMENT. SEE GRADING PLAN & DETAILS, SHEETS <br />CO3.01 & C12.01. <br />6" BLACK TINTED CONCRETE PAVEMENT. MAXIMUM ALLOWABLE SLOPE SHALL BE <br />2.00% ALL DIRECTIONS WITHIN HANDICAP PARKING. SEE GRADING PLAN & <br />v <br />DETAILS, SHEETS CO3.01 & C12.01. LAMBERT CORPORATION DEEP BLACK - 3% <br />TINT. COLOR SHALL BE PRE -MIXED BY CONCRETE VENDOR. <br />�J <br />CONCRETE SIDEWALK TO MATCH EXISTING & PROPOSED GRADES. SURFACE <br />SLOPES NOT TO EXCEED 2.00% ALL DIRECTIONS. SEE GRADING PLAN & DETAILS, <br />SHEETS CO3.01 & C12.01. <br />CONCRETE SIDEWALK TO MATCH EXISTING & PROPOSED GRADES. SURFACE <br />SLOPES NOT TO EXCEED 5.00% RUNNING AND 2.00% CROSS SLOPES. SEE <br />`:J <br />GRADING PLAN & DETAILS, SHEETS CO3.01 & C12.01. <br />SAWCUT A 1/4" CONTROL JOINT AS SHOWN. NEW CONTROL JOINT DEPTH MUST <br />OBE <br />A MINIMUM OF 25% OF THE OVERALL SLAB DEPTH AND BE PERFORMED <br />WITHIN 12 HR OF POUR. (TYPICAL). SEE DETAIL, SHEET C12.01. <br />O7 <br />EXPANSION JOINTS (TYPICAL). SEE DETAIL, SHEET C12.01. <br />O <br />6"X18" VERTICAL CURB (TYPICAL) WITH 2' TRANSITION AT PATHWAYS. <br />SEE DETAIL, SHEET C12.01. <br />O <br />TWO (2) NEW VAN ACCESSIBLE HANDICAP SIGNS WITHIN BOLLARDS. SEE DETAIL, <br />SHEET C12.02. <br />10 <br />TWELVE(12) BOLLARDS. SEE DETAIL, SHEET C12.02. <br />11 <br />REINSTALLED AWNING AND COLUMN. <br />12 <br />STUB 3-INCH PVC DOWNSPOUT THRU FACE OF SIDEWALK. <br />13 <br />RELOCATED IRRIGATION VALVE. <br />14 <br />NEW LANDSCAPE MATERIAL. SEE RESURFACING PLAN, SHEET CO2.02. <br />SCALE <br />IIIIIIIIIII I <br />0' 10' 20 30' <br />Bank of America �%j <br />ADA- ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHYRHILLS, FL 33542 <br />SERIAL NUM./MANH. ID: FL2-019 <br />Nelco Architecture, Inc. <br />a licensed affiliate <br />Florida Certficate of Authorization Number: W6000525 <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� 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 />. \� .. <br />v� , <br />No 4085 <br />�•. ST E OF •�:�<CI`aAN <br />Project Name <br />Bank of America <br />Zephyrhills <br />IProject Type <br />ADA Upgrade <br />INELSON Project Number <br />18.00358.00 / 10-65.439 <br />IDescription <br />SITE PLAN <br />IScale & Sheet Number <br />AS INDICATED <br />CO2mOl <br />