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I G <br />X_' <br />I <br />' I . u,�ua.�nmmuavr u�:ouwiuuu�omuwuwuruir�,s�,amuuul uuui i ^: <br />i <br />y, u <br />LL s <br />O <br />C) <br />0 <br />1 <br />77 ^I °r <br />ir <br />I <br />II,III <br />BANK OF AMERICA <br />g I <br />f1 <br />ryiq ^ u <br />lL 'u k hh I�IIi IIti'i ll: '�� <br />tii i � �� 41 qi II u <br />W , <br />� � IIII PII� <br />C'7 ,Ily' i <br />M I FEE 87. $7. FEE �' A" <br />87.70 <br />Z 87.70 J- - - - - -1_ <br />88.10 87.75 87.75 7.85 L J <br />87.60 87.25 87.25 - - "- - - <br />2 GMEG 85. 88.15 <br />- - - - - - - - - - <br />7171 <br />.� Illh <br />ue I I ,I <br />1 3 2 2 1 2 2 2� 2 2 <br />�.- II!Id'' <br />87.55 I 87.20 I�FT <br />_ <br />86I ... <br />88160 0 86.50 MEG 8 <br />7.55 7.20 7886.0 <br />II I MEG 5.5 <br />I I I 85.59 <br />I'l <br />IMEG 87.4 M <br />s :. <br />LEGEND: <br />;,-�nn0400p6ti Cr tx e?UiJ (76Ki <br />DETECTABLE WARNING <br />EXISTING CONCRETE <br />..' : <br />PROPOSED CONCRETE <br />PROPOSED CURB <br />EXISTING CURBING <br />HIGH POINT <br />EXISTING GRADE <br />17.50 1 <br />PROPOSED TOP OF CONCRETE ELEVATION IN FEET. <br />17.00 <br />PROPOSED EDGE OF PAVEMENT ELEVATION IN FEET. <br />17.15 <br />PROPOSED EDGE OF PAVEMENT ELEVATION IN FEET. <br />F.F.E. <br />FINISH FLOOR ELEVATION <br />MEG <br />MATCH EXISTING GRADE <br />TOC <br />TOP OF CONCRETE <br />PROPOSED SURFACE FLOW <br />GRADING NOTE: <br />• ADJUST EXISTING BASE THICKNESS DEPTH AS NEEDED TO MEET THE PROPOSED <br />GRADES. <br />• CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERN TO PREVENT ANY <br />PONDING AREA. <br />• ALL FINISHED LANDSCAPING TO HAVE A SLOPE NO MORE THAN 33.33% (1 TO 3) <br />UNLESS OTHERWISE SPECIFIED. <br />ADA ACCESSIBILITY NOTE: <br />1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE <br />HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL <br />DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). <br />2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING <br />ENTRANCES MUST BE PROVIDED, THIS ACCESS ROUTE SHALL BE A MINIMUM OF <br />48" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% <br />AND THE CROSS SLOPE SHALL NOT EXCEED 2%. <br />3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST <br />CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, <br />LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS <br />SLOPE. <br />4. IT WILL BE THE RESPONSIBILITY OF THE GENERAL. CONTRACTOR TO ENSURE THAT <br />THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND <br />SIDEWALK/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. <br />5. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT <br />TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE <br />ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON <br />COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. <br />EROSION CONTROL MEASURE NOTES: <br />REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AS NEEDED AND <br />MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR <br />PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION <br />WHICH MAY INCLUDE CITATIONS, AND INITIATION OF CIVIL PENALTY PROCEDURES. <br />KEYED NOTES: <br />(D <br />SURFACE SLOPES NOT TO EXCEED 2.00% ALL DIRECTIONS. <br />SURFACE SLOPES NOT TO EXCEED 5.00% RUNNING AND 2.00% CROSS SLOPES. <br />4 / <br />SIDEWALK @ GRADE/FLUSH WITH ADJACENT PAVEMENT. <br />KEY PLAN <br />7TH STREIET <br />W <br />W <br />AREA OF WORK <br />F <br />t <br />I I <br />.�L <br />GALL BOULEVARD <br />SCALE <br />Bank of America <br />ADA- ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHYRHILLS, FL 33542 <br />SERIAL NUM./MAN-H. ID: FL2-019 <br />Nelco Architecture, Inc. <br />a licensed affiliate <br />Florida Certificate of Authorization Number: W6000525 <br />Architect: Client Representative: <br />Firm Name: NELSON Firm Name: JLL <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 />Va Tampa, FL 33602 <br />T: 813.434-4170 <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 />L� 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 />lSeal/Signature <br />NISIT SAPPARKHAO, P.E. <br />FL REG. NO. 64085 <br />R <br />No 085 <br />_ i2 <br />�.13 ° STA r OF ' <br />d )) <br />DATE <br />Project Name <br />Bank of America <br />Zephyrhills <br />lProject Type <br />ADA Upgrade <br />lNELSON Project Number <br />18.00358.00 / 10-65.439 <br />Description <br />GRADING PLAN <br />IScale & Sheet Number <br />INDICATED <br />I I I I I I I I I I <br />of 20' 40' 60' <br />CO3.01 <br />� <br />