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I IR/ITC - <br />n. <br />0 <br />O <br />1 <br />M, <br />MI0r <br />Z: <br />BANK OF AMERICA <br />N 12 9 \ 9 N 8 TO' <br />4 <br />e <br />N oW 7 ow •- <br />v) I <br />o Z O 2 7 1 2 Q a 12 12 ��� 8 <br />nQ <br />U)U) <br />10' 10' 10' 12' 5' 12' 9' <br />T,P LIMITS OF 3 <br />ASPHALT <br />� SEAL COAT <br />RESURFACING PLAN SCALE <br />1"=20' <br />SITE PLAN GENERAL NOTES: <br />1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING <br />DIMENSIONS ARE TO FACE OF BUILDING. <br />2. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL <br />3. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & <br />TOPOGRAPHIC SURVEY- <br />4. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE NOTED. <br />KEYED NOTES: <br />OASPHALT <br />PAVEMENT TO BE SEAL COATED. PER NOTE THIS SHEET. <br />ONEW <br />HANDICAP ACCESS AISLE. SEE DETAIL, SHEET C12.01. <br />6-INCH WHITE PAINTED STRIPE. <br />ONEW <br />24-INCH "WHITE" PAINTED STOP BAR. <br />NEW "WHITE" PAINTED DIRECTIONAL ARROWS (TYPICAL). <br />ONEW <br />6-INCH "DOUBLE YELLOW" PAINTED STRIPING. <br />OTWO <br />(2) NEW HANDICAP PARKING SPACES. SEE DETAIL, SHEET C12.01. <br />OINTO <br />CLEAN FILL AND FLORATAM SOD TO MATCH EXISTING. CONTRACTOR TO TIE <br />EXISTING IRRIGATION AND EXTEND AS REQUIRED TO PROVIDE 100% <br />COVERAGE. <br />THIRTY-SEVEN (37) 1-GALLON LIRIOPE PLANTS WITHIN NEW LANDSCAPE <br />AREAS AT 2-FEET OFF CENTER- TIE INTO EXISTING IRRIGATION SYSTEM AND <br />l�J <br />INSTALL NEW DRIP IRRIGATION. INSTALL NEW CYPRESS MULCH. MULCH TO A <br />DEPTH OF 3-INCHES. <br />10 <br />NEW R1-1 "STOP" SIGN AND FOUNDATION. SEE DETAIL, SHEET C12.02. <br />0NEW <br />"STOP" AND "DO NOT ENTER" SIGN WITH FOUNDATION. SEE DETAIL <br />SHEET C12.02. <br />12 <br />ELEVATED CURBING/SIDEWALK IS TO BE PAINTED (2-COATS) "SAFETY YELLOW" <br />6-INCHES ON TOP AND COMPLETE FACE OF SIDEWALK. <br />SCALE <br />LEGEND: <br />DIRECTIONAL ARROW <br />(� <br />HANDICAP PARKING <br />PROPOSED CURB <br />EXISTING CONCRETE <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT PAVEMENT <br />REMOVAL/REPLACEMENT <br />PROPOSED SEAL COAT <br />• .. — ... <br />PROPERTY LINE <br />MAINTENANCE — SITE WORK: <br />1. FILL ALL CRACKS WITHIN ASPHALT PAVEMENT TO REMAIN. <br />2. SEAL COAT AND RE -STRIPE REMAINING PARKING LOT TO MATCH EXISTING <br />STRIPING AND PAVEMENT MARKINGS UNLESS OTHERWISE SPECIFIED ON <br />PLANS. <br />SEAL COAT NOTE: <br />ALL ASPHALT PAVEMENT WITHIN PROPERTY IS TO BE "BLACKED OUT" BY SEAL <br />COATING EXISTING ASPHALT PAVEMENT. <br />MANUFACTURER: SEALMASTER PAVEMENT PRODUCTS & EQUIPMENT <br />PRODUCT: SEALMASTER POLYMER MODIFIED COAL TAR SEALER (PMCTS) <br />APPLICATION RATE OF MIXED PMCTS: 1-GALLON PER 70 SQUARE FEET <br />SAND MIX: 40-70 MESH AFS / 400 LBS PER 100 GALLONS OF PMCTS <br />CONCENTRATE <br />ASPHALT PREPARATION NOTE: <br />CONTRACTOR SHALL PRESSURE WASH AND POWER SWEEP ALL ASPHALT <br />PAVEMENT PRIOR TO ASPHALT OVERLAY AND SEAL COAT. <br />STRIPING NOTE: <br />• ALL DRIVE -AISLE PAVEMENT MARKINGS IS TO BE PAINT STRIPES. <br />• ALL PARKING STRIPING IS TO BE 6" WIDE PAINT STRIPES. <br />PARKING DATA: <br />EXISTING PARKING: 35 STANDARD SPACES, 2 HANDICAP SPACES <br />PROPOSED PARKING: 35 STANDARD SPACES, 2 HANDICAP SPACES <br />WHEEL STOP NOTE: <br />ALL ON -SITE WHEEL STOPS TO BE REMOVED PRIOR TO ASPHALT SEAL COAT <br />AND REINSTALLED UPON COMPLETION OF ASPHALT SEAL COAT. <br />ELEVATED CURB/SIDEWALK PAINT: <br />• EXISTING/PROPOSED PARKING CURBS AND RAMPS SHALL BE PAINTED WITH <br />CONTRAST COLOR "YELLOW" TO HIGHLIGHT ELEVATION CHANGES FOR <br />PEDESTRIANS. REFER TO SECTION 32 17 23 FOR SLIP RESISTANT PAINT <br />SPECIFICATION. <br />• SECOND COAT TO BE APPLIED AT LEAST 30 DAYS AFTER FIRST COAT. <br />I I -Li h i l l I I <br />of 20' 40' 60' <br />KEY PLAN <br />7TH STREET <br />F + <br />+ + <br />+ + <br />f + <br />x <br />IIIIIIIII IIIIIII <br />GALL BOULEVARD <br />Bank of America �%j <br />ADA- ZEPHYRHILL S <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 Cerfficate of Authorization Number: M26000525 <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: 813.481.5778 <br />e-mail: skramer@spartancc.com <br />lZnIII, 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 />�aal�rr�R <br />NISIT SAPPARKHAO, P.E. <br />FL REG. NO. 64085 <br />No 085 low <br />= : yt • <br />1r: 2013 <br />:� STAT OF W„ <br />p. V, <br />Al <br />N A\- � <br />DATE <br />IProject Name <br />Bank of America <br />Zephyrhills <br />IProject Type <br />III <br />ADA Upgrade <br />lNELSON Project Number <br />18.00358.00 / 10-65.439 <br />IDescription <br />RESURFACING PLAN <br />Scale & Sheet Number <br />AS INDICATED <br />CO2w02 <br />