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„I", 0`111111" ink„ <br />M C L4,43 WIN <br />40 yo <br />;40 40 <br />, <br />oh <br />50.7' <br />DEMOLITION PLAN SCALE <br />AS NOTED <br />LEGEND: <br />PROPERTY LINE EXISTINGTO BE REMOVED <br />EXISTING <br />' i EXISTING CONCRETE PAVEMENT �� TO REMAIN <br /><11 TO REMAIN <br />EXISTING <br />EXISTING ASPHALT PAVEMENT OVERHEAD LINE <br />TO BE REMOVED (3,400 SF) EXISTING <br />__.. 2_ __... ... CONTOUR <br />EXISTING GRADE ELEVATION <br />DEMOLITION PLAN KEYED NOTES: <br />O <br />EXISTING ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED. BASE AND SUB -BASE TO BE REMOVED AND FILLED WITH CLEAN FILL IN <br />AREAS OF PROPOSED LANDSCAPE. SEE SITE PLAN, THIS SHEET. <br />DEMOLITION NOTES: <br />1. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO <br />CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING <br />ANY WORK IN THE AFFECTED AREA. <br />2. ALL EXISTING IMPROVEMENTS ARE TO REMAIN UNLESS OTHERWISE NOTED. <br />3. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN AREA OF WORK TO BE PERFORMED PRIOR TO <br />DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A <br />PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. <br />4 THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, <br />THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. <br />5. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH <br />REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF <br />THE TRAVELING PUBLIC AND THE SAFETY OF ITS PERSONNEL. LABOR SAFETY REGULATIONS SHALL BE AS SET FORTH <br />BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF LABOR. <br />6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY <br />REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES <br />NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. <br />LEGEND: <br />PROPERTY LINE <br />EXISTING CONCRETE PAVEMENT <br />TO REMAIN <br />PROPOSED ASPHALT PAVEMENT <br />(3,400 SF) <br />7TH STREET <br />S25°23'17"E(F)(FDOT) <br />SITE PLAN SCALE <br />AS NOTED <br />_ PROPOSED <br />PAVEMENT <br />EXISTING <br />TO REMAIN <br />EXISTING <br />OVERHEAD LINE <br />SITE PLAN KEYED NOTES: <br />ONEW <br />ASPHALT PAVEMENT, SEE GRADING PLAN, THIS SHEET, & DETAILS, SHEET C12.01. <br />ONEW <br />FDOT "WHITE" PAINTED STANDARD DIRECTIONAL ARROWS (TYPICAL). <br />ONEW <br />24-INCH "WHITE" PAINTED STOP BAR <br />O <br />RE -GRADE SURROUNDING LANDSCAPING GRADE ELEVATION AND RE-SOD/RE-MULCH AS REQUIRED TO MATCH EXISTING GRADE <br />ELEVATIONS, SLOPES NOT TO EXCEED 4:1. <br />SITE PLAN, LANDSCAPE, AND GRADING GENERAL NOTES: <br />1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF BUILDING. <br />2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY. <br />3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL <br />4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY. <br />5. CONTRACTOR TO RE -GRADE SURROUNDING GRADE ELEVATION AND RE -SOD AS NEED TO MEET PROPOSED TOP OF SIDEWALK ELEVATIONS. <br />6. CONTRACTOR SHALL REPLACE ALL DISTURBED LANDSCAPING TO MATCH EXISTING OR BETTER. <br />7. CONTRACTOR SHALL TIE INTO EXISTING IRRIGATION SYSTEM AND EXTEND NEW DRIP IRRIGATION AS REQUIRED TO ACCOMMODATE NEW <br />CONSTRUCTION. <br />8. ADJUST EXISTING BASE THICKNESS DEPTH AS NEEDED TO MEET THE PROPOSED GRADES. <br />9. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERN TO PREVENT ANY PONDING AREA. <br />10. ALL FINISHED LANDSCAPING TO HAVE A SLOPE NO MORE THAN 33.33% (1 TO 3) UNLESS OTHERWISE SPECIFIED. <br />F <br />40 40 <br />q,:> <br />oh <br />87.48 MEG MEG 87.77 S25°23'17"E(F)(FDOT) <br />_ 87.55 MEG 87.59 <br />c <br />LL <br />CD <br />I,. y <br />O <br />CD I 04 : 87.76 MEG <br />li p - -- MEG 87.98 <br />L j �- �� MEG 87.48 <br />{,r¢ <br />In r"p s'� �y »""`i^ `-�� '',•, 3''4 <br />__ MEG <br />/ 87 25'k MEG 81.89 ! <br />I <br />MEG 87.07 <br />__Ay <br />�LEGEND: <br />87.16 MEG MEGI 87.39 <br />MEG 87.95 <br />MEGI 87.45 <br />87.39 MEG r / <br />86.89 MEG <br />1 <br />MEGI 87.90 <br />f 87 25-k MEG 87.40 i <br />" 86.74 MEG MEG1787.89 <br />MEG 87.39 <br />87.05 87.25 MEG 87.90 <br />MEG 87.40 Ise' <br />MEG 87.10 <br />r <br />tn <br />GRADING PLAN SCALE <br />AS NOTED <br />PROPERTY LINE <br />PROPOSED PAVEMENT <br />' <br />EXISTING ELEVATION <br />".""" - <br />EXISTING CONCRETE PAVEMENT <br />EXISTING TO REMAIN <br />io.00 <br />�� <br />PROPOSED ELEVATION <br />TO REMAIN <br />171-0-70-1 <br />TOP OF SIDEWALK/CURB <br />EXISTING CONTOUR <br />10.00 <br />EDGE OF PAVEMENT <br />PROPOSED ASPHALT PAVEMENT <br />(3,400 SF) <br />PROPOSED SURFACE <br />MEG <br />MATCH EXISTING GRADE <br />STORMWATER FLOW <br />EROSION CONTROL MEASURE NOTES: <br />REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AS NEEDED AND MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. <br />FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE <br />CITATIONS, AND INITIATION OF CIVIL PENALTY PROCEDURES. <br />SCALE: 1" = 10' <br />HT- <br />0' 10, 2030' <br />KEY PLAN: <br />7THSTREET <br />AREA OF WORK <br />{ <br />�i <br />i <br />III. 1.... <br />Nelco Architecture, Inc. <br />Florida Certificate of Authorization <br />Number AA-26000525 <br />201 E Kennedy Blvd. <br />Suite 450 <br />Tampa, FL 33602 <br />Phone: 813-803-8707 <br />Client Representative: <br />Jones Lang LaSalle <br />Lisa Drees <br />Tel.: 813-624.4515 <br />E-Mail: lisa.drees@am.jll.com <br />Architect: <br />NELSON <br />Nelco Architecture Inc <br />Contact: Nicole Arwood <br />Tel.: 813-803-8713 <br />E-mail: narwood@nelsonww.com <br />Architect of Record: Peter Hauerstein <br />Tel.: 813-803-8726 <br />E-mail: phauerstein@nelsonww.com <br />FL LICENSE NO: AR97797 <br />MEP Engineer: <br />Infinity Engineering Group, LLC <br />Contact: Todd Stickler <br />Tel.: 813-326-8407 <br />E-mail: todd@iegroup.net <br />Project NO: 10-976.00 <br />Certificate of Authorization: 27889 NriNT, rNr.tFruIc, <br />C NUC'Y, LLC <br />General Contractor: <br />Spartan Contracting Company <br />Contact: Kris Paterson <br />Tel.: 813-818-0932 <br />E-mail: kpaterson@spartancc.com <br />BANK OFAMERICA�� <br />ATM CAP ADD <br />ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHRYHILLS, FL 33542 <br />PROPERTY ID: <br />FL2-019 <br />NSRP VERSION: <br />3.0 <br />BULLETIN: <br />02-2019 <br />Description: <br />No: Date: <br />Issue for SD Review <br />Issue for Permit <br />08-02-2019 <br />11-26-2019 <br />NISIT SAPPARKHAO, P.E. SEAL <br />FL REG. NO. 64085 <br />0 <br />No 085 <br />r' ACC: <br />�- =�•.. STAT OF .,.441 <br />< 0 R C--> EC 9 2019 <br />DEMOLITION/SITE/ <br />GRADING PLAN <br />Proj. No: 19.0002502.00 Reviewed By: NJ/DB <br />Drawn By: SM Approved By: AM <br />C01001 <br />