Promenade at Lake Park Lutz, Florida 33548 Construction

CONSTRUCTION PLANS FOR:

WENDYS STORE NO. 11772 PARCEL "C" PART OF LOT "B" PROMENADE AT LAKE PARK LUTZ, FLORIDA 33548

PROJECT TEAM VICINITY MAP DRAWING INDEX

SHEET NO. SHEET TITLE PROPERTY OWNER: ARCHITECT: CS.1 COVER SHEET GERACI-VAN DYKE RETAIL HARTLEY+PURDY ARCHITECTURE, INC. C0.1 CIVIL SPECIFICATIONS CENTER LLC 1711 NORTH HIMES AVENUE 2702 WILSON CIR TAMPA, FLORIDA 33607 D1.0 DEMOLITION PLAN LUTZ, FL 33548-4975 PH: (813) 353-0035 FAX: (813) 353-4350 C1.0 SITE PLAN CONTACT: MICHAEL MUROFF SITE SITE C2.0 GRADING PLAN DEVELOPER/APPLICANT: CIVIL ENGINEER: FL-568 C3.0 UTILITY PLAN THE WENDY'S COMPANY INFINITY ENGINEERING GROUP, LLC 1145 SANCTUARY PKWY 1208 E. KENNEDY BOULEVARD C4.0 DETAILS SUITE 225 SUITE 230 ALPHARETTA, GEOGIA 30009 TAMPA, FL 33602 C5.0 DETAILS PH: (770) 283-3770 PH: (813) 434-4770 HILLSBOROUGH CONTACT: ANDY BLACKBURN COUNTY C6.0 DETAILS FAX: (813) 445-4211 VAN DYKE ROAD CONTACT: NISIT SAPPARKHAO ST1.0 EROSION & SEDIMENT CONTROL DETAILS

SURVEYORS: AUTHORIZED AGENTS: ST2.0 SWPPP GENERAL REQUIREMENTS GEOPOINT SURVEYING,INC. INFINITY ENGINEERING GROUP, LLC 1403 E. 5TH AVENUE 1208 E. KENNEDY BOULEVARD ST3.0 SWPPP INSPECTION FORM TAMPA, FLORIDA 33605 SUITE 230 PH: (813) 248-8888 TAMPA, FL 33602 LP-1 LANDSCAPE PLAN FAX: (813) 248-2266 PH: (813) 434-4770 IR-1 IRRIGATION PLAN CONTACT: MATTHEW C. KNEELAND FAX: (813) 445-4211 CONTACT: BRETT NEVARIL PH1.0 PHOTOMETRIC PLAN N. DALE MABRY HIGHWAY 1-1 SURVEY PROPERTY ID: U-15-27-18-ZZZ-000000-57870.3 SECTION 15 , TOWNSHIP 27 S, RANGE 18 E HILLSBOROUGH COUNTY, FLORIDA PLANS PREPARED BY:

INFINITY ENGINEERING GROUP, LLC

1208 E. Kennedy Boulevard Suite 230 NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 Tampa, FL 33602

[p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net Certificate of Authorization No. 27889 IEG JOB NO. DATE 135-38.00 GENERAL CONSTRUCTION NOTES STANDARD UTILITY NOTES SANITARY SEWER NOTES

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE 1. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A 1. PER FAC 62-604.400 (2)(G) "SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE & THE CROWN OF THE LOWER CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL.THEREFORE, THAT THE SEWER PIPE JOINTS & WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. ALTERNATIVELY , THE SEWER MAIN MAY BE ENCASED IN A 2. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR ENTERING A CONSTRUCTION AREA. SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED 10 FEET SEPARATION." TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS REQUIRED PRIOR TO BASE AND 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER SURFACE CONSTRUCTION. MAINS. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT 3. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS SDR 26 AND COLOR CODED GREEN. STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR IS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 4. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND "SPECIFICATIONS OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. "SUNSHINE" FORTY-EIGHT (48) HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY OF HILLSBOROUGH COUNTY WATER AND SEWER STANDARDS". LOCATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION 5. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR Date REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. INSTRUCTION. ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING SHOULD BE CONTACTED BY THE 6. PVC PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 26. 5. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST CONTRACTOR: INSTALLATION OF SDR PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. EDITION. SPECIFICATION DESIGNATION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. a. GAS 6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS b. TELEPHONE 7. ALL PVC FORCE MAINS WITHIN PUBLIC R/W SHALL BE CLASS 200, SDR 18, WITH MECHANICAL JOINTS, AND HAVE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING. c. CABLE A GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 24" BELOW THE PROPOSED GRADE.THE PRINT ON d. POWER THE MAGNETIC TAPE SHOULD READ "FORCE MAIN". 7. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND e. CITY/COUNTY WATER AND SEWER MANUFACTURED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY f. CITY/COUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC SIGNAL INTERCONNECT) 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE D.I.P. ARE TO BE RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP POLYLINED OR EPOXY LINED. DRAWING DOES NOT RELIEVE CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM. 5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FROM THE BEST INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTOR'S 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 8. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING RESPONSIBILITY TO NOTIFY THE VARIOUS ACCURACY. UTILITIES AND TO MAKE THE NECESSARY PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE ARRANGEMENTS FOR ANY RELOCATIONS UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL 10. SANITARY SEWERS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER EXERCISE OF THESE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE CONTRACTOR'S AND UTILITY COMPANIES. OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED PIPE. CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL Revision/Issue 9. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR 11. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. ADJACENT TO THE TRENCH AROUND PIPES IN 6" LAYERS UP TO AN UNDISTURBED LEVEL OF AT LEAST 1' ABOVE INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. DETERMINED BY AASHTO T-99. 12. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN 6. COLOR CODE FOR MARKING UNDERGROUND UTILITY LINES ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY 10. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE WHITE - PROPOSED EXCAVATION. THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTED, SPECIFIED OR REQUIRED. NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. PINK - TEMPORARY SURVEY MARKINGS. 11. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE 40 OR BETTER. RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES. 13. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE YELLOW - GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS. REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER AND 12. THE CONTRACTOR/SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' IN THE SIDEWALK. ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT. SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES BLUE - POTABLE WATER. IS CONTRACTOR'S RESPONSIBILITY.

13. SIDEWALK CONSTRUCTION SHALL BE FLUSH WITH PAVEMENT WHERE THEY ARE ADJACENT OR MEET, No. PURPLE - RECLAIMED WATER, IRRIGATION AND SLURRY LINES. UNLESS OTHERWISE SHOWN. GEOTECHNICAL NOTE GREEN - SEWERS AND DRAIN LINES. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN CONTRACTOR TO REVIEW AND FOLLOW CONSTRUCTION TECHNIQUES OUTLINED IN THE SITE GEOTECHNICAL ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION PAVING AND GRADING NOTES REPORT. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 1. ALL DELETERIOUS MATERIAL (I.E., MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH CLEARING AND EROSION CONTROL NOTES 15. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE, CLASS III, WITH RUBBER THESES PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. GASKET JOINTS. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS 16. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE THESE PLANS. CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND REMAIN. APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO WEEKS WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO THE 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN ENGINEER OF RECORD. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: OTHERWISE NOTED ON DRAWINGS. THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. INFINITY ENGINEERING GROUP, LLC a. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 4. REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. SPECIFICATIONS OF ALL FDOT TYPE CURBING AND GUTTERS CALLED FOR ON THESE PLANS. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 1208 East Kennedy Boulevard b. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UTILITIES, AND RELATED APPURTENANCES, BOTH ABOVE Suite 230 AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE Tampa, Florida 33602 IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, ETC. ELEVATION CHANGES. DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY [p]: 813.434.4770 THE OWNER. HAY BALES SHALL BE PLACED ALONG THE STOCKPILE PERIMETER FOR EROSION CONTROL. [f]: 813.445.4211 6. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING c. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES www.iegroup.net MADE BY FIELD ORDER OR BY CHANGE ORDER. PATTERN TO THE OWNER'S ENGINEER FOR REVIEW. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. Cert. of Auth. No. 27889 d. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED 7. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. CONCRETE AND ANY STRUCTURE. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. Client Name and Address e. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. 8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT PAINT AND SHALL CONFORM TO FDOT STANDARD 7. CONTRACTOR TO OBTAIN SITE CLEARING & TREE REMOVAL PERMIT PRIOR TO INSTALLATION OF ANY INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON-SITE STRIPE UNDERGROUND UTILITIES AND CLEARING THE SITE. f. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL COLOR SHALL BE WHITE EXCEPT AS SHOWN ON THE ENGINEERING PLANS. PARKING STALL STRIPING SHALL BE LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTILITIES COMPATIBLE WITH THE PAVEMENT TYPE (IE CONCRETE, ASPHALT) AND SPECIFICATIONS SHALL BE SUBMITTED 8. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN INCLUDING THE SANITARY SEWER, WATER, PRODUCT PIPING, AND STORM WATER COLLECTION SYSTEM (I.E. TO THE ENGINEER FOR REVIEW AND APPROVAL. THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, PIPES, INLETS, AND PONDS). THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. DRAWINGS TO THE ENGINEER. 9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 9. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT 18. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY ENGINEER. 10. CONTRACTOR SHALL INSTALL STORM PIPING AND CULVERTS IN ACCORDANCE WITH FDOT INDEX 205 AND PLACE AGENCY AND ENGINEER HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR UNTIL THE SYSTEM 1 DAVE THOMAS BLVD, DUBLIN, OHIO 43017 19. SOILS ENGINEER TO SUPPLY THE DESIGN ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, OR BELL IS LESS THAN TWELVE (12) INCHES. IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER. ASPHALT RESULTS, AND CONCRETE RESULTS THE SOILS ENGINEER IS TO CERTIFY TO THE DESIGN ENGINEER IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (STRAW BALE OR STAKED SILT FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY APPLICABLE REGULATORY FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND NISIT SAPPARKHAO, P.E. ENGINEERING CONSTRUCTION DRAWINGS FOR THE ON-SITE HAVE BEEN SATISFIED. AGENCIES AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. CONTRACTOR TO VERIFY EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE ALL TESTING WITH THE OWNER PRIOR TO COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, FL REG. NO. 64085 20. CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND THE SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE COMMENCING CONSTRUCTION. REQUIREMENTS HAVE BEEN MET. TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO RECOVER SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 21. IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO ENSURE WATER SYSTEM NOTES DIFFERENTIATION FROM POTABLE WATER PIPING. 11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER 22. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE 12. THERE SHALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, CONSTRUCTED PER SANITARY NOTE No. 1 BELOW. STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER APPROVED BY THE ENGINEER AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. MAINS. 23. OWNER SPECIFIC SPECIFICATIONS TO BE PROVIDED TO CONTRACTOR DURING BIDDING. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. SAFETY NOTES Date 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND "SPECIFICATIONS OF 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY DRAINAGE SYSTEM NOTES HILLSBOROUGH COUNTY WATER AND SEWER STANDARDS". WITH REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF ITS PERSONNEL. LABOR SAFETY REGULATIONS 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". SHALL BE AS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF LABOR. LINES AS NECESSARY. 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON 6. ALL BURIED DUCTILE IRON PIPE SHALL BE CLASS 53 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C150) AND ANSI ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT ACCORDANCE WITH ANSI A (AWWA C 104-71). 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE THE PUBLIC AND WORKERS FROM HAZARDS WITHIN THE PROJECT LIMITS. EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 7. ALL BURIED FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 3. ALL TRAFFIC CONTROL MARKINGS, FLAGGERS, AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. LOADINGS. TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 8. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL ADEQUATE FLUSHING AND DISINFECTION. CONSTRUCTION OF THE POND. APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE 9. THRUST BLOCKING AND/OR RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS IN 6. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE SAFETY REGULATIONS. OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL COORDINATE A FINAL ACCORDANCE WITH AWWA STANDARDS. INSPECTION OF THE COMPLETED STORMWATER MANAGEMENT SYSTEM PRIOR TO FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 10. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241, AND COLOR CODED BLUE.

11. ALL FITTINGS 3" AND SMALLER SHALL BE CLASS 160 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. LUTZ, FLORIDA 33548 PROMENADE AT LAKE PARK 12. ALL WATER MAINS AND WATER SERVICES TO BE INSTALLED UNDER ROAD UNDERDRAIN SHALL MAINTAIN 18" PARCEL "C" PART OF LOT "B" SEPARATION.

13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.

14. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES Sheet Title SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. Project Name and Address PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT AND AWWA SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. Project No. Sheet 15. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING REQUIRED TO OBTAIN 135-38.00 CLEARANCE OF DOMESTIC WATER SYSTEM THROUGH LOCAL REGULATORY AGENCIES. COPIES OF ALL Date BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 07/01/17 Scale AS NOTED N. DALE MABRY HIGHWAY

(F.D.O.T RIGHT OF WAY MAP STATE ROAD NO. 597 SECTION 1016-(102)250)st RIGHT OF WAY WIDTH VARIES 62.79 62.75 62.99 62.89 62.81 62.62 62.68 62.82 62.93 10+00

62.39 62.43 62.51 62.55 62.66

62.69 62.71 st

62.20 62.09 62.17 62.42 62.38 62.06 62 62.48 61.9 62 61.90 61.6 61.60 61.9 61.9

61.3 61.3 61.6 61.8 61.49 61.46 61.55 61.57 61.48 61.1 61.2 61.47

61.3 61.33 st 61.3 61.34 61 60.9 61.11 60.8 61.46 59.9 60.61 61.25

60.64 60.87 61.13

60.7 60.95 57.6 57.3 59.7

56.3

56.7 56.6 D st 57.3 55.46 56.6 60.96 58.88

58.7 57.6 56.4 56.9 st st 56.7 st 56.1

57.1 st 57.2

58.64 st st

st 55.1 oh 56.8 st 61.71 59.4 55.4 oh 61.26 oh 61.08 st 56.5 oh 57.3 56.37 oh 58.8 55.2 56.7 58.9 oh 57.2 oh N 00°49'28"58.54 E 56.1 oh oh 56.5 57 N00°49'30"E 163.52' 57.3 55.4 61.28 61.28 57.6 56.1 359.90' 61.75 55.0 55.1 56.8 SILT

58 SILT SILT SILT SILT 59.0 59 SILT SILT SILT SILT SILT 57.6 57.5 59.0 57.2 56.6 57.4 59.4 57.0 56.7 59.9 62.07

59.6 SILT 59.5 SILT 2 1

59.4 60

60.99

59.4 59.3 59.7 FM 59.5 59.3 FM FM FM SILT FM FM FM FM FM SILT FM FM FM FM FM

11+00 FM 60.5 61.2 FM FM FM 61 61.2

st st D st st st st 61.4 st st st 61 62 62 st st st

62.2 SILT

62.6 SILT 62.6 62.9 62 61.8 62.7 62.9 62.5 62.3 62.3 63.0 62.4 62.8

62.5 62.6 62.4 62.4 62.5 62.4

62.5 SILT SILT

NDM ACCESS DRIVEWAY BY WRA SILT 63.0 SILT

63 SILT SILT SILT 63.1 SILT 63.1 63.2 63.2 63.4 63.1 63.3 63.4 OWNER: OWNER: OWNER: SILT PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK SILT (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66) GERACI-VAN DYKE RETAIL CENTER LLC GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" SILT 12+00 SILT PARCEL "C" PARCEL "D" PHASES 1 AND 2 PHASES 1 AND 2 PHASES 1 AND 2 LOT "B"

63.2 SILT SILT

62.5

62.6 63.3 61.57 63.0 62.8 62.8 63.2 SILT

SILT 63 N90°00'00"W 305.80 N90°00'00"E 326.45 SILT 62.1 SILT SILT SILT

61.9 SILT 61.9 61.8 SILT 61.7 61.9 61.8 61.8 62.0

34' EASTMENT 2 1

PLAT BOOK 127, 2 1 SILT PAGE 32-66 SILT 13+00 SILT SILT SILT SILT

61.4

61.2 61.3 61.2 61.3 61.3 61.3 61.4 SILT CB=S45°00'00"W SILT Δ=090°00'00" SILT C=32.53' R=23.00'

L=36.13' 30' 26.5' SILT 61 SILT FLOOD PLAIN FEMA 100 YR SILT 61.04 PVI: 3+49.00 Elev: 60.15 60.8 60.9 60.7 61.1 61.2 60.8 SILT 60.8 60.8 3 60.8 60.7 60.8 50' PVI: 4+28.61 PVI: 1+40.79 60.8 60.5 Elev: 60.63

PVI: 1+99.00 61 PVI: 2+35.44 Elev: 60.32 Elev: 60.09 Elev: 60.60 2 1

SILT

SILT wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm SILT st SILT SILT SILT SILT SILT SILT 14+00 60.4 60.45 60.93 60.1 60.1 59.9 60.0 60.1 60.74 60.2 60.1 59.9 59.9 60.560.79 61.2 61.1

wm 60.6 S00°00'00"E 140.50 4 PLAT BOOK 127, PLAT BOOK 127, S S 34' EASTMENT 34' EASTMENT 81.5' PAGE 32-66 san PAGE 32-66 san san san san san san san san san san san

2+00 3+00 4+00

st st 60.0 st st st st 60.0 60.0 59.9 st st st st

wm 59.9 60.0860.0 60.0 60.09

san SHARED REVERSE FRONTAGE ROAD BY WRA wm

wm wm wm ELEV: = 60.15' NW CORNER OF GTI wmLOCAL BENCHMARK #2 wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm 60.1 60.1 LOT "B"

60.4 PROMENADE AT LAKE PARK

60.3 60.3 60.5 60.5 60.5 60.4 PHASES 1 AND 2 61.3 61.3 60.7 60.5 san (PLAT BOOK 127, PAGE 32-66) OWNER: GERACI-VAN DYKE RETAIL CENTER LLC OWNES: 34' EASTMENT PLAT BOOK 127, PAGE 32-66 ITEM 11. 10. 1. ERP# 41846.005 PROJECT ID# PI3752 HILLSBOROUGH COUNTY 7. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 9. 8. 6. 5. 3. THERE ARE NO EXISTING TREES TO BE PRESERVED. 2. 4. VAN DYKE RETAIL CENTER INFRASTRUCTURE 5 4 3 2 1 INFORMATION SUPPLIED BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV). NO. 120112, HILLSBOROUGH COUNTY, FLORIDA, DATED AUGUST 28, 2008 MAP, MAP NO. 12057C0044H FOR HILLSBOROUGH COUNTY, COMMUNITY DISTURBED. DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY DEMOLITION, SEE "EROSION & SEDIMENT CONTROL DETAILS" . NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE BUT DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH UTILITIES TO BE PLUGGED SHALL FILLED WITH A MINIMUM 1.0 CUBIC FT. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM ALTA/ACSM LAND MUNICIPALITY REQUIREMENTS. MATERIALS TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL PRIOR TO DEMOLITION. LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. OF 59.6' AND FLOOD ZONE "X", ACCORDING TO INSURANCE RATE ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA OR ARE NOT IDENTIFIED TO BE REMOVED. ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT CURRENT LOCAL MUNICIPALITY STANDARDS. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN SHOWN HAVE BEEN DIGITALLY TRANSLATED FROM DFIRM DATABASE THE SUBJECT PROPERTY LIES IN FLOOD ZONE "AE" WITH AN ELEVATION THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING TELEPHONE. THE CONTRACTOR SHALL COORDINATE REMOVAL OF EXISTING TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS TITLE SURVEY. AND ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. LINES ALL DISTURBED AREA WITH THE RIGHT OF WAY WILL BE RESTORED TO ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT WRA FOR PRIVATE INFRASTRUCTURE MASTER DEVELOPMENT PERMITS BY EXISTING CURB TO BE SAWCUT AND REMOVED. EROSION CONTROL (SILT FENCE). LIMITS OF DEMOLITION. SAWCUT CLEAN EDGELINE FOR DRIVEWAY CONNECTION. STABILIZED CONSTRUCTION ENTRANCE. TREE PRESERVATION NOTES UGP wm oh st SILT DEMOLITION PLAN LEGEND

108.05' DEMOLITION NOTES KEYED NOTES DESCRIPTION CENTER LINE EXISTING STORM EXISTING UNDERGROUND POWER EXISTING WATERMAIN EXISTING OVERHEAD WIRE EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING GRADE ELEVATION RIGHT-OF-WAY LINE PROPERTY LINE (BY OTHERS) EROSION CONTROL EXISTING CONCRETE TO REMAIN LIMITS OF DEMOLITION Date Project No. Scale 0'

AS NOTED Project Name and Address INFINITY ENGINEERING 1208 East Kennedy Boulevard 135-38.00 07/01/17 NISIT SAPPARKHAO, P.E. Cert. of Auth. No. 27889 Tampa, Florida 33602 Client Name and Address FL REG. NO. 64085 1 DAVE THOMAS BLVD, SCALE: 1" = DUBLIN, OHIO 43017 www.iegroup.net [p]: 813.434.4770 [f]: 813.445.4211 PARCEL "C" PART OF LOT "B" GROUP, LLC REFERENCE

PROMENADE AT LAKE PARK Suite 230 NORTH Date

LUTZ, FLORIDA 33548 20' Sheet Sheet Title 20' 40' No. Revision/Issue Date N. DALE MABRY HIGHWAY (F.D.O.T RIGHT OF WAY MAP STATE ROAD NO. 597 SECTION 1016-(102)250) RIGHT OF WAY WIDTH VARIES

62.81 10+00 6' 1. IMPERVIOUS AREA NOTE: PERVIOUS AREA 5. 3. 2. GROSS SITE AREA 4. 29 EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY DIMENSIONS ARE TO FACE OF BUILDING. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF & TOPOGRAPHIC SURVEY. & TOPOGRAPHIC SURVEY. WALL. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE NOTED. ALL TIES TO THE PROPERTY LINE ARE BASED ON BOUNDARY ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING MAXIMUM ALLOWABLE IMPERVIOUS ARE: 80% BUILDING AREA SIDEWALK AREA TRASH ENCLOSURE VEHICULAR USE AREA SITE PLAN GENERAL NOTES

2.5' 40' DALE MABRY CORRIDOR BUFFER 37.5'

5' SITE AREAS PROPOSED AREAS oh oh oh oh oh N 00°49'28" E oh 29 oh oh N00°49'30"E 163.52' oh

======359.90' 29 40' BUILDING SETBACK 62.07 307 33,138 SF 53,448 SF 25,862 SF 2,598 SF 20,310 SF 4,371 R25' 5' SF SF 40.5' 0.6 AC 48 % 0.01 AC 0.6% 0.1 AC 8.2% 0.06 AC 4.8% 0.76 AC 62% 0.46 AC 38% 1.22 AC 100%

11+00 R25' 29 1 27 22

25 31 R35' 1 ITEM 1 30' 12 11 10 9 8 7 6 5 4 3 2 1 22 8 8 19 18 20' 27 22

NDM ACCESS DRIVEWAY BY WRA TYP. 9' 1.5" LIGHT-DUTY ASPHALTIC PAVEMENT. SLOPES NOT TO EXCEED HEIGHT. SEE DETAIL, SHEET C5.0. NEW BOLLARDS WITH BOLLARD SLEEVE (RED); 6" DIAMETER, 48" NEW "CR-F" RAMP PER FDOT, INDEX 304. NEW "CR-C" RAMP PER FDOT, INDEX 304. DETAIL, SHEET 4.0. NEW PRE-SELL BOARD, SIGN CABINET AND ORDER STATION HANDICAP PARKING SIGNS (TYPICAL OF 2). SEE DETAIL, SHEET C4.2. NEW SAFETY RAIL. SEE DETAIL, SHEET C5.0. NEW TRASH ENCLOSURE AND ASSOCIATED BOLLARDS, SEE NEW 2,598 SF WENDY'S RESTAURANT WITH WALK IN COOLER, SEE BLACK. EXPANSION JOINTS @ 10'-15' O.C. SEE DETAIL, SHEET C4.0. NEW WENDY'S CLEARANCE BAR. SEE ARCHITECTURAL PLAN. CANOPY. SEE ARCHITECTURAL PLANS. GRADING PLAN, SHEET C2.0 AND DETAIL, C4.0 C5.0. 6" HEAVY DUTY PORTLAND CEMENT CONCRETE PAVEMENT PAINTED 2.00% IN ANY DIRECTION WITHIN HANDICAP PARKING LIMITS. SEE 4" CONCRETE "INTEGRAL CURBED" SIDEWALK. SEE PLAN FOR WIDTH. ARCHITECTURAL PLANS. ARCHITECTURAL PLANS.

23 R18' R18' 8.5' 5' 28 13 1

SITE PLAN KEYED NOTES

SPACES

29 5' 25' STANDARD (10) SPACES (8) STANDARD (8) 18 29 12' 10.7' 23 24

FD101 FD101 FD101 FD101 FD101

FD101 FD101 FD307 FD101 6' FD307 10 31 19 4' DESCRIPTION FD307 FD101 FD101

5.4' 1

12' 6' FD101 OWNER: OWNER: 14 6 3 5 5' FD101 FD101 PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK 5' 6' 14 13 22 8 9 10 FD101 FD307 (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66)

FD101 TYP. 9' FD307 12' 105' 3 GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" GERACI-VAN DYKE RETAIL CENTER LLC 1 14 6 12+00 12 60° PARCEL "D" PHASES 1 AND 2 PHASES 1 AND 2 FD101

6' 8.5' 20' 17' 10' 5' 5.5' 38' 10' 17' 20' 6.5' LOT "B"

FD101

FD101 FD101 12 8 29 TYP. 9' 3 13

60° 13 8'

61.57

FD101 FD101 12 22 9 9 12 12 10.5' 8' 30 7' 1 1 1 N90°00'00"W 305.80 N90°00'00"E 326.45

7' 22

13 WINDOW 26

SPACES

(6) STANDARD (6)

PICK-UP 29

26 25 24 23 22 21 20 19 18 17 16 15 14 13 SPACES (7) STANDARD (7) PICK-UP 22 6' WINDOW 5' 18 18

5' 4 7 29 PROPOSED ELECTRICAL TRANSFORMER. PROPOSED MONUMENT ID SIGN. DESIGNED AND PERMITTED BY NEW AREA LIGHT, SEE PHOTOMETRIC PLAN, SHEET PH1.0. NEW TYPE "D" CONCRETE CURB, PER FDOT, INDEX 300. NEW R5-1 "DO NOT ENTER" SIGN. SEE DETAIL, SHEET C4.0. NEW R1-1 "STOP" SIGN. SEE DETAIL, SHEET C4.0. DETAIL, SHEET C5.0. HANDICAP PARKING/ACCESS AISLE STRIPING. SEE DETAIL, SHEET OTHERS. SHEET C4.0. ON CENTER. "WHITE" PAINTED STANDARD DIRECTIONAL ARROWS. C6.0. 6' x 5' CONCRETE SLAB AND BIKE RACK (5 SPACES). SEE DETAIL, 5' WIDTH CROSS WALK. 12-INCH WHITE PAINTED STRIPES @ 36-INCH 6-INCH "DOUBLE YELLOW" 6-INCH "WHITE" PAINTED STRIPING (TYPICAL). 24-INCH "WHITE" WENDY'S "WHITE" PAINTED STANDARD DIRECTIONAL ARROWS. SEE

TYP. 9' 22 16.4' 7

7 R20' R20' 60° 31 1 13 WINDOW PICK-UP 29 12' 157 LF DRIVE-THRU QUEUE 30'ASPHALT 31 9 PAINTED 1

34' EASTMENT 23 21 10' PLAT BOOK 127, 22 TYP.

PAGE 32-66 23 9' STOP BAR. PAINTED 13 22 36.4' 8 8 20' LANDSCAPE BUFFER 18 13+00 BUILDING SETBACK 8 LANDSCAPE BUFFER BUILDING SETBACK 30' STRIPING. 23' 6' 10' 10' 8' 13 27 9

14.4' (3) STANDARD R12' 27 SPACES 9' 20 29

20' TYP. 20' 21 CB=S45°00'00"W 13.3' 2 22 Δ=090°00'00" 22 8 C=32.53' R=23.00' 31 L=36.13' 2' 1 6' 28' 23' 7' 27' 16' 30' 26.5' ERP# 41846.005 PROJECT ID# PI3752 HILLSBOROUGH COUNTY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT VAN DYKE RETAIL CENTER INFRASTRUCTURE 32 31 30 29 28 27 22 15 53.2' 1 WRA FOR PRIVATE INFRASTRUCTURE MASTER DEVELOPMENT PERMITS BY 61.04 61.5' 17 17 27 NOT USED HANDICAP ACCESSIBLE RAMP. SEE GRADING PLAN, SHEET C2.0 NEW CONCRETE STAMPED PATIO. SEE DETAIL SHEET C5.0. PROPOSED STORMWATER STRUCTURE. C12.01. SHEET C2.0. THIRTY-SIX (36) CONCRETE WHEEL STOPS. SEE DETAIL, SHEET 4" CONCRETE SIDEWALK. SEE PLAN FOR WIDTH. GRADING PLAN, AND DETAIL, SHEET C4.1. 16 20

29 R25' R25' 4' 1 1

29 29 29

6' R23' 14+00 60.45 60.93 60.74 60.79 2' 19 11 11

1 S00°00'00"E 140.50 10' BUILDING SETBACK 8' LANDSCAPE BUFFER PLAT BOOK 127, PLAT BOOK 127, 34' EASTMENT 34' EASTMENT

30' ASPHALT 30' ASPHALT 30' DRIVEWAY 26.5' PAGE 32-66 PAGE 32-66 2+00 3+00 4+00

SHARED REVERSE FRONTAGE ROAD BY WRA ELEV: = 60.15' NW CORNER OF GTI LOCAL BENCHMARK #2

LOT "B" PROMENADE AT LAKE PARK PHASES 1 AND 2 (PLAT BOOK 127, PAGE 32-66) 30'ASPHALT OWNER: GERACI-VAN DYKE RETAIL CENTER LLC OWNES: 34' EASTMENT PLAT BOOK 127, PAGE 32-66 12057C0044H FOR HILLSBOROUGH COUNTY, COMMUNITY NO. 120112, INCLUSIVE, FEET ALONG THE ARC OF A CURVE TO RIGHT HAVING RADIUS 23.00 N.00°49'28"E., 359.90 FEET TO THE POINT OF BEGINNING; RIGHT-OF-WAY FOR DALE MABRY HIGHWAY, THE FOLLOWING TWO (2) COURSES: 1) NO. 1016-(102)250 (STATE ROAD 597), RUN THENCE ALONG THE WESTERLY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION PHASES FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV). DIGITALLY TRANSLATED FROM DFIRM DATABASE INFORMATION SUPPLIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. LINES SHOWN HAVE BEEN HILLSBOROUGH COUNTY, FLORIDA, DATED AUGUST 28, 2008 AND ISSUED BY THE FLOOD ZONE PARKING PROVIDED: PARKING REQUIRED: FAST FOOD W/ DRIVE THRU PARKING DATA DEVELOPED USE: EXISTING LAND USE: BEGINNING. BOUNDARY OF SAID LOT “B” AND EASTERLY THE LYING LEGAL DESCRIPTION LANDSCAPE BUFFERS BUILDING SETBACKS LOADING PROVIDED: LOADING REQUIRED: BICYCLE PARKING PROVIDED: BICYCLE PARKING REQUIRED: CONTAINING 1.227 ACRES, MORE OR LESS. (2) CONTINUE N.00°49'28"E., 163.52 FEET; THENCE EAST, 326.45 COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT “B”, ALSO BEING A POINT COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SOUTH, 140.50 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 36.13 ON THE EASTERLY BOUNDARY OF RIGHT-OF-WAY FOR DALE MABRY HIGHWAY, SITE ADDRESS: TO A POINT OF TANGENCY; THENCE WEST, 305.80 FEET THE THAT THE SUBJECT PROPERTY LIES IN FLOOD ZONE "AE" WITH AN ELEVATION OF 59.6' ZONING: AND A CENTRAL ANGLE OF 90°00'00" (CHORD BEARING S.45°00'00"W., 32.53 FEET) AND FLOOD ZONE "X", ACCORDING TO INSURANCE RATE MAP, MAP NO. SITE AREA:

LANDSCAPE SETBACK SOUTH LANDSCAPE SETBACK EAST LANDSCAPE SETBACK NORTH LANDSCAPE SETBACK WEST (N DALE MABRY HWY) BUILDING MAX HEIGHT BUILDING SETBACK SOUTH BUILDING SETBACK EAST BUILDING SETBACK NORTH BUILDING SETBACK WEST

PART IN

1 SECTION

AND OF OF

LOT

THE 2,

AS R/W H/C TYP “B”, R 15,

oh OHW PUBLIC

RECORDED ACCORDING TOWNSHIP SITE PLAN LEGEND

RECORDS 1 LOADING SPACE REQUIRED 1 BERTH / COMMERCIAL USE UNDER 8,000 SF 10 SPACES * 10 1.227 ACRES NON-PEAK HOURS NO LOADING ZONE PROVIDED HANDICAP PARKING RESTAURANT WITH DRIVE-THRU PDU-C - (PD 14-0127) PROMENADE AT LAKE PARK PARCEL "C" PART OF LOT "B" NOT ASSIGNED LUTZ, FLORIDA 33548 (N DALE MABRY HWY) 36 3% OF MINIMUM NUMBER PARKING SPACES STANDARD PARKING TOTAL PARKING ALL DELIVERIES SHALL OCCUR DURING VACANT

SITE DATA IN 27

SPACES * 0.03 TO SPACES PER

PLAT SOUTH,

THE OF

PLAT BOOK HILLSBOROUGH (2,598/1,000)

RANGE

1,000 NEW ASPHALT PAVEMENT PROPOSED CONCRETE: 6" OR PROPOSED CONCRETE GREATER EXISTING CONCRETE EXISTING OVERHEAD WIRE EXISTING TO REMAIN EASEMENT PROPOSED OVERHEAD WIRE PROPOSED CURB TRANSITION PROPOSED CURB HANDICAP PARKING DIRECTIONAL ARROW RIGHT-OF-WAY RADIUS HANDICAP LIGHT POLE PROPERTY LINE CENTER LINE SETBACK/BUFFER TYPICAL OF

127, .

PROMENADE

GFA

18 PAGES

EAST,

= 8' = 8' = 6' = 40' = 50' = 10' = 10' = 10' = 40' = 5 SPACES = 1 SPACE = 36 SPACES = 2 SPACES = 34 SPACES = 26 SPACES COUNTY,

HILLSBOROUGH

AT THROUGH

LAKE

FLORIDA,

PARK

66, Date Project No. Scale 0'

PROMENADE AT LAKE PARK Suite 230 NORTH Date

LUTZ, FLORIDA 33548 20' Sheet Sheet Title 20' 40' No. Revision/Issue Date N. DALE MABRY HIGHWAY

(F.D.O.T RIGHT OF WAY MAP STATE ROAD NO. 597 SECTION 1016-(102)250)st RIGHT OF WAY WIDTH VARIES 62.79 62.75 62.99 62.89 62.81 62.62 62.68 62.82 62.93 10+00

62.39 62.43 62.51 62.55 62.66

62.69 62.71 st MEG 62.20 62.09 MEG 62.17 62.42 62.38 62.06 62 62.48 60.75

61.9 60.75 62 61.90 61.6 61.60 61.9 61.9

61.3 61.3 61.6 61.8 61.49 61.46 61.55 61.57 61.48 61.1 61.2 61.47

61.3 61.33 st 61.3 61.34 61 60.9 61.11 60.8 61.46 59.9 60.61 61.25 60.05 60.10

60.64 60.87 61.13

60.7 60.95 57.6 57.3 59.7

56.3

56.7 56.6 D st 57.3 55.46 56.6 60.96 58.88

58.7 57.6 56.4 56.9 st st 56.7 st 56.1

57.1 st 57.2

58.64 st st

59 57.6 60.75 60.75 57.5 59.0 57.2 56.6 57.4 59.4 57.0 56.7 59.9 62.07 61.30 61.25 59.6 59.5

59.4 60 MEG MEG

60.99

59.4 59.3 59.7 FM FM FM FM 59.5 59.3 FM FM FM FM FM FM FM FM FM FM

11+00 FM 60.5 61.2 FM FM FM 61 61.2

st st D st st st st 61.4 st st st 61 62 62 st st st 62.2 62.6 62.6 62.9 62 61.8 62.70 62.75 62.7 62.9 62.5 62.3 62.3 63.0 62.4 62.8

62.5 62.6

62.40 62.4 ST-7 62.4 62.5 62.4

62.5 ST-8 HP 63.60 63.65 62.80 62.15

NDM ACCESS DRIVEWAY BY WRA ST-9

63.0 63.30 63.80 63.85 63.85 63.90 63.90

63 ERP# 41846.005 PROJECT ID# PI3752 HILLSBOROUGH COUNTY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT VAN DYKE RETAIL CENTER INFRASTRUCTURE

63.95

FD101 FD101 FD101 HP FD101 FD101 63.45 63.90

FD101 FD101 FD307 FD101 FD307 63.15 63.05 63.45 63.95 64.00 63.1 64.00 WRA FOR PRIVATE INFRASTRUCTURE MASTER DEVELOPMENT PERMITS BY 63.1 FD307 63.2 63.2 FD101 FD101 63.4 63.1 63.4

63.3 FD101 OWNER: OWNER: 63.50 63.95 63.05 63.15 FD101 63.50 64.00 63.80 FD101 63.50 PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK 63.45 63.95 63.45 63.45 62.90 62.95 FD101 FD307 (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66)

FD101 HP FD307 GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" GERACI-VAN DYKE RETAIL CENTER LLC 63.95 ST-10 ST-12 ST-11 63.10 63.00 63.45 63.90 12+00 63.15 PARCEL "D" PHASES 1 AND 2 PHASES 1 AND 2 62.80 FD101 LOT "B"

FD101

FD101 FD101 63.2

SAN 63.30 63.40 63.90 63.00 62.90 64.00

62.5 SAN 62.6 63.30 63.3 61.57 63.0 ST-10 62.8 62.8 ST-11 63.2 62.60

64.00 FD101 FD101 63 63.50 64.00 64.00 N90°00'00"W 305.80

SAN N90°00'00"E 326.45

62.30

WINDOW PICK-UP 63.30 62.1 PICK-UP 63.00 63.90

WINDOW63.50 64.00 SAN 62.60 63.95 63.95 63.90 63.10

63.35 62 WINDOW 61.9 PICK-UP SAN 63.35 61.8 61.7 HP 61.9 ST-13 61.9 61.8 61.8 62.0

34' EASTMENT ST-6 62.90 63.15

PLAT BOOK 127, 63.25 PAGE 32-66 100 LF OF 15" HDPE IE (N,W) IE(W) IE (S,E) IE (NW) IE (E)(EX. 18" RCP) FDOT INDEX NO. 232 FDOT INDEX NO. 232 FDOT INDEX NO. 232 @ GRATE @ GRATE @ (PROPOSED 18" HDPE) = 58.00 ST-6 ST-5 ST-4 ST-3 74 LF OF 18" HDPE ST-2 ST-1 205 LF OF 15" HDPE TYPE "C" CATCH BASIN TYPE "C" CATCH BASIN TOP EL TYPE "C" CATCH BASIN 62.10 63.00 61.80 0.25% SLOPE 0.25% SLOPE 0.43% SLOPE SAN

13+00 HP 61.75 61.55 61.50 61.85 ST-3 61.50 ST-4 61.75 62.50

SAN 61.4 = 58.55 = 61.50 = 60.45 = 58.30 = 61.50 = 57.00 = 53.78 = 61.00 61.2 61.3 61.2 61.3 61.3 61.3 61.4 ST-5 61.75 62.80 61.70 61.75 CB=S45°00'00"W 61.80 61.60 STORM STRUCTURE/PIPING DATA SAN Δ=090°00'00" C=32.53' R=23.00' 62.00 L=36.13' 61.75 62.00 100 LF OF 15" HDPE IE IE IE (S) IE (N,E) FDOT INDEX NO. 232 FDOT INDEX NO. 232 CLEANOUT CONSTRUCT TRAFFIC RATED (TYPICAL OF 2) @ 1.0% MINIMUM SLOPE @ BUILDING DOWNSPOUT CONSTRUCT CLEANOUT GRATE @ 0.2% SLOPE GRATE ST-12 30 LF OF 6" PVC ST-11 ST-10 ST-9 ST-8 ST-7 TYPE "C" CATCH BASIN TYPE "C" CATCH BASIN 61

ST-2 HP SAN 61.90 61.90 ST-1 FLOOD PLAIN FEMA 100 YR

61.04 PVI: 3+49.00 Elev: 60.15 60.8 60.9 60.7 61.1 61.2 60.8 60.8 = 61.55 = 61.85 (TYPICAL OF 2) = 59.25 = 62.15 = 59.05 = 62.40 60.8 60.8 60.7 60.8 PVI: 4+28.61 PVI: 1+40.79 60.8 60.5 Elev: 60.63

PVI: 1+99.00 61 PVI: 2+35.44 Elev: 60.32 60.45 60.40 Elev: 60.09 Elev: 60.60

60.70

60.25 59.95 60.45 60.40

wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm st 14+00 60.4 60.45 60.93 60.1 60.1 59.9 60.0 60.1 60.74 60.2 60.1 59.9 59.9 60.560.79 61.2 61.1 59.90

wm 60.6 60.65 S00°00'00"E 140.50 60.20 PLAT BOOK 127, PLAT BOOK 127, S S 34' EASTMENT 34' EASTMENT 110 LF OF 6" PVC @ 1.0% SLOPE ST-13 PAGE 32-66 san PAGE 32-66 san san san san san san san san san san san MEG

2+00 3+00 4+00 MEG

st st 60.0 st st st st 60.0 60.0 59.9 st st st st

wm 59.9 60.0860.0 60.0 60.09

san SHARED REVERSE FRONTAGE ROAD BY WRA wm

wm wm wm ELEV: = 60.15' NW CORNER OF GTI wmLOCAL BENCHMARK #2 wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm 60.1 60.1 LOT "B"

60.4 PROMENADE AT LAKE PARK

60.3 60.3 60.5 60.5 60.5 60.4 PHASES 1 AND 2 61.3 61.3 60.7 60.5 san (PLAT BOOK 127, PAGE 32-66) OWNER: GERACI-VAN DYKE RETAIL CENTER LLC OWNES: 34' EASTMENT PLAT BOOK 127, PAGE 32-66 INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AND INITIATION OF REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AS NEEDED CIVIL PENALTY PROCEDURES. AND MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO 1. 7. 8. 6. 5. 3. 2. 4. 1. 5. 3. 2. 4. · · · PAVING AND GRADING GENERAL NOTES MATCH EXISTING CONDITION. RESPECTIVE RIGHTS-OF-WAY. MUNICIPALITY AND THE SOUTH CAROLINA DEPARTMENT OF (TBM) LOCATIONS. CONSTRUCTION IF ANY PROBLEMS OR DISCREPANCIES EXIST. GOOD REPAIR UNTIL ALL CONSTRUCTION IS COMPLETE AND THE AREA CONTRACTOR SHALL INSTALL EROSION CONTROL SILT FENCE AROUND STABILIZED. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK SEE SITE PLAN SHEET FOR DATA. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL THE CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANY THE PERIMETER OF SITE AND MUST MAINTAIN SILT FENCE IN TRANSPORTATION WITH REGARD TO IMPROVEMENTS WITHIN THEIR THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS. ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY TO BE RETURNED ALONG WITH GENERAL NOTES. IT WILL BE THE RESPONSIBILITY OF GENERAL CONTRACTOR TO IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). REPLACEMENT OF THE NON COMPLIANT AREAS AT GENERAL BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT REQUIREMENTS. ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, EXCEED 2%. ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE BE A MINIMUM OF 48" WIDE. THE RUNNING SLOPE AN ACCESSIBLE BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESS ROUTE SHALL CONTRACTORS COST. CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND 2% CROSS SLOPE. THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE MORE THAN 2.00% IN ANY DIRECTION. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL AND SIDEWALK/CROSSWALKS ARE CONSTRUCTED TO MEET ADA AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERN PREVENT TO 3) UNLESS OTHERWISE SPECIFIED. ALL FINISHED LANDSCAPING TO HAVE A SLOPE NO MORE THAN 33.33% (1 ALL IMPROVEMENTS WITHIN DASHED LINES ARE TO HAVE A SLOPE NO ANY PONDING AREA. EROSION CONTROL MEASURE NOTES 10.00 10.50 10.00 ADA ACCESSIBILITY NOTES ST-1 MEG RCP TYP FFE CO SE DS IE EL 62.07 HP 49.58 GRADING PLAN LEGEND GRADING NOTE DEVELOPMENT PLAN BY WRA PROPOSED ELEVATION BY MASTER DIRECTION OF PIPE FLOW PROPOSED SURFACE STORMWATER FLOW CURB EDGE OF PAVEMENT 12" OR GREATER STORMWATER PIPE INVERT ELEVATION TOP OF SIDEWALK/ HIGH POINT EROSION CONTROL REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION PROPOSED PAVEMENT ELEVATION EXISTING ELEVATION ELEVATION LESS THAN 12" STORMWATER PIPE BUILDING DOWN SPOUT MATCH EXISTING GRADE GRATE INLET STORM SEWER STRUCTURE NUMBER SUMP ELEVATION CLEANOUT TYPICAL Date Project No. Scale 0'

PROMENADE AT LAKE PARK Suite 230 NORTH Date

LUTZ, FLORIDA 33548 20' Sheet Sheet Title 20' 40' No. Revision/Issue Date N. DALE MABRY HIGHWAY

(F.D.O.T RIGHT OF WAY MAP STATE ROAD NO. 597 SECTION 1016-(102)250)st RIGHT OF WAY WIDTH VARIES

62.81

10+00

st st

D st

st st

st st st oh st st oh oh oh oh N 00°49'28" E oh oh oh N00°49'30"E 163.52' oh 359.90' 62.07 E

FM FM FM FM E FM FM FM FM FM FM FM FM FM FM 11+00 FM FM FM FM

st st st st D st st st st

st st st st

E E

NDM ACCESS DRIVEWAY BY WRA E

FD101 FD101 FD101 FD101 FD101

FD101 FD101 FD307 FD101 FD307 FD307 FD101 FD101 E FD101 OWNER: OWNER: FD101 FD101 PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK FD101 E FD307 (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66) FD101 FD307 GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" GERACI-VAN DYKE RETAIL CENTER LLC 12+00 PARCEL "D" PHASES 1 AND 2 PHASES 1 AND 2 FD101 W LOT "B" E

FD101

FD101 FD101 PROPOSED TECO EASTMENT

SAN W E SAN

61.57

FD101 FD101 W ELECTRIC PROVIDED BY: PH: P.O BOX 111 PH: ( HILLSBOROUGH COUNTY UTILITIES CONTACT: MARY BATES 925 E. TWIGGS STREET TAMPA, FL 33601-0111 TECO TAMPA, FL 33602 WATER AND SEWER PROVIDED BY: CONTACT: N90°00'00"W 305.80 ERP# 41846.005 HILLSBOROUGH COUNTY PROJECT ID# PI3752 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT VAN DYKE RETAIL CENTER INFRASTRUCTURE

SAN N90°00'00"E 326.45

WINDOW W (813) 225-5215 813) 276-8350 PICK-UP

PICK-UP WRA FOR PRIVATE INFRASTRUCTURE

MASTER DEVELOPMENT PERMITS BY WINDOW

GEORGE GOODWIN SAN W UTILITY AUTHORITIES W WINDOW PICK-UP SAN

34' EASTMENT PLAT BOOK 127,

PAGE 32-66 W CONTACT: PH: 1-877-832-6747 TAMPA,FL 33602 TECO PEOPLE GAS CONTACT: ANDREW TROUT FRONTER W PH: TELEPHONE PROVIDED BY: 702 N FRANKLIN ST. SAN GAS 13+00 (513) 719-5154 W PROVIDED BY:

W CUSTOMER SERVICE SAN

W CB=S45°00'00"W SAN Δ=090°00'00" W C=32.53' R=23.00' L=36.13'

W SAN

12. 11. 10. 1. W 7. 9. 8. 6. 5. 3. 2. 4. PRESSURE RATED HDPE (POLY PIPE). UTILITY NOTES. EXISTING UTILITIES. LINE) AND COORDINATE INSTALLATION OF SERVICE WITH TELEPHONE MUNICIPALITIES UTILITIES DEPARTMENT. MUNICIPALITIES UTILITIES DEPARTMENT. RECORD OF ANY CONFLICTS IMMEDIATELY. UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE ENGINEER CITY/TOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF CLEARANCE (SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS). OPERATIONS. CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE (TO PROPERTY CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS FOR ADDITIONAL SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN. WITH LOCAL ELECTRIC COMPANY. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS. ALL CROSSINGS OF WATER AND SEWER LINES MUST MAINTAIN PROPER ALL ON-SITE PVC WATER SERVICE AFTER METER SHALL BE SCHEDULE 80 OR

61.04

wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

UTILITY NOTES wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm st 14+00 60.45 60.93 60.74 60.79

wm S00°00'00"E 140.50 PLAT BOOK 127, PLAT BOOK 127, S S 34' EASTMENT 34' EASTMENT PAGE 32-66 san PAGE 32-66 san san san san san san san san san san san

2+00 3+00 4+00

st st st st st

st st st st st wm

san SHARED REVERSE FRONTAGE ROAD BY WRA wm

wm wm wm ELEV: = 60.15' NW CORNER OF GTI wmLOCAL BENCHMARK #2 wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

LOT "B" PROMENADE AT LAKE PARK PHASES 1 AND 2

san (PLAT BOOK 127, PAGE 32-66) OWNER: GERACI-VAN DYKE RETAIL CENTER LLC OWNES: 34' EASTMENT PLAT BOOK 127, PAGE 32-66 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 10 LF - 6" SDR35 @ 45° BEND INV. EL 61.00 (TYPICAL OF 2) ELECTRICAL SERVICE CONNECTING TO BUILDING PROVIDER PROVIDER NEW TRANSFORMER. CONTRACTOR TO COORDINATE WITH POWER PROVIDER PRIMARY DROP. CONTRACTOR TO COORDINATE WITH POWER PER DETAIL, SHEET C4.0 ELEVATION SHALL MATCH PROPOSED GRADE ELEVATION. LOCATION. CONSTRUCT SEWER CLEANOUT. CLEANOUT TOP CONSTRUCT SEWER CLEANOUT PER DETAIL, SHEET C4.0. IE. 58.40 C4.0. IE. 59.20 CONSTRUCT "TRAFFIC RATED" SEWER CLEANOUT PER DETAIL, SHEET 75 LF - 6" SDR35 @ 1.0% SLOPE C4.0. IE. 59.95 CONSTRUCT "TRAFFIC RATED" SEWER CLEANOUT PER DETAIL, SHEET GREASE TRAP WITH TWO-WAY CLEANOUT INLET IE. 60.95; OUTLET CONTRACTOR). REFER TO BUILDING PLUMBING PLAN FOR EXACT 3 - #600 KCMIL. CONTRACTOR TO COORDINATE WITH POWER 80 LF - 6" SDR35 @ 1.0% SLOPE 35 LF - 4" SDR35 @ 1.0% SLOPE 60.70. REFER TO PLUMBING PLAN. 5 LF - 4" SDR35 @ 3.0% SLOPE 250 LF - 2" SCH 80 OR POLYPIPE DOMESTIC SERVICE TIE INTO EXISTING 6" PVC SANITARY LATERAL WITH NEW CLEANOUT 25 LF - 4" SDR35 @ 1.0% MIN. SLOPE WATER SERVICE CONNECTING TO BUILDING 4-INCH SEWER STUBOUT FROM BUILDING (BY PLUMBING SAN tel san TEL GAS R TYP oh ue wm R/W H/C gas W E CO GL MW UTILITY SYSTEM DATA LEGEND SANITARY ELECTRIC PROPOSED CONCRETE EXISTING CONCRETE PAVEMENT NEW ASPHALT PAVEMENT HANDICAP PARKING DIRECTIONAL ARROW RIGHT-OF-WAY RADIUS HANDICAP EXISTING CLEANOUT EXISTING GAS LID EXISTING MONITORING WELL EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING OVERHEAD WIRE EXISTING UNDERGROUND POWER EXISTING WATER PIPE EXISTING SANITARY PIPE PROPOSED TELEPHONE SERVICE PROPOSED GAS SERVICE PROPOSED ELECTRIC SERVICE PROPOSED WATER SERVICE PROPOSE DSANITARY SERVICE PROPERTY LINE TYPICAL WATER Date Project No. Scale 0'

PROMENADE AT LAKE PARK Suite 230 NORTH Date

LUTZ, FLORIDA 33548 20' Sheet Sheet Title 20' 40' No. Revision/Issue Date THE RIBBON RACK MODEL RB-5 OR APPROVED EQUAL 3 62-8" 1" 2 SIKA FLEX 2-C SEALANT PRIMER BACKER ROD: ETHAFOAM "SM"

EXP. JOINT FILLER: SEAL TITE NORMAL 40'-0" WITH 4' WIDE SIDEWALK CONCRETE FIBRE MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK

5 9-8" SUB-GRADE " 1 2 " " 7 8 1 2 32-

EXPANSION JOINT 6' MAX STRUCK JOINT CONCRETE 6" THICKNESS 4.000 PSI PORTLAND CEMENT WITH #4 REBAR O.C.E.W. (2" MIN TOP OF REBAR TO TOP OF SLAB) COLOR: SCOFIELD; LITHOCHROME; A-33 "CLASSIC GREY" SEALER: SCHOFIELD; CEMENTONE; CLEAR SEALER FLANGE MOUNT Date NOTES: BASE 6" GRADED AGGREGATE BASE COURSE COMPACTED TO 100% MODIFIED 1. EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE PROCTOR. " 1 4 60'. 10-

3" 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FULL STRUCTURE NUMBER CALCULATION = 3.78 4" CONCRETE NOTE:MASK SURFACE OF CONCRETE DEPTH OF CONCRETE. IN-GROUND SIDEWALK WITH DUCT TAP DURING INSTALLATION OF 6" CONCRETE @ .5/IN = 3.00 ANCHOR MOUNT PRIMER AND SEALANT. REMOVE WHEN 3. ALL SIDE WALKS SHALL BE CONSTRUCTED OF 4 INCH THICK PORT LAND CEMENT CONCRETE 4,000 PSI WITH 6" COMPACTED LIMEROCK SUBGRADE @ .13/IN = 0.78 SEALANT HAS SET FIBERMESH.

SCALE SCALE TYPICAL SIDEWALK (ON-SITE) SCALE SCALE RIBBON BIKE RACK DETAIL NTS 1 TYPICAL EXPANSION JOINT NTS 2 NTS 3 6" CONCRETE PAVEMENT SECTION NTS 4

USF 7610 Revision/Issue HANDHOLE BUILDERS FELT RING & COVER CONCRETE PAD 16" SQ x 4" THICK IN UNPAVED AREAS NEW SURFACE ELASTOMERIC 1/4" JOINT FILLER 6" 1 1/2" OR 1/4 SLAB DEPTH STRUCK JOINT NEW BASE TOOLED TO 1/4" RADIUS 2" RADIUS EDGE OF EXIST PAVEMENT FILL WITH SEALANT SLOPE CO PLUG & 4" ROCK BASE CO FITTING No. 2"

4" PAVEMENT SURFACE SAW CUT

3" 4" - 6" 45° EL SLAB 12" SDR 35 PVC PIPE DISCONTINUE RE-BARS @ 9" CONTROL JOINT (LOAD 1 TRANSFER IS ACCOMPLISHED 1 W/ AGGREGATE INTERLOCK) 45° WYE

6" APPLY PRIME OR TACK MATERIALS AS NECESSARY CONCRETE SIDEWALK WITH 6x6 10/10 WWF STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER INFINITY ENGINEERING GROUP, LLC

1208 East Kennedy Boulevard Suite 230 SCALE SCALE SCALE SCALE Tampa, Florida 33602 CONNECTION DETAIL AT EXISTING ASPHALT NTS 5 TYPICAL CONTROL JOINT NTS 6 INTEGRAL CURB SIDEWALK DETAIL NTS 7 TYPICAL CLEANOUT DETAIL NTS 8 [p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net NATURAL GROUND Cert. of Auth. No. 27889 6" 6" OR SUBGRADE ASPHALT BASE COURSE Client Name and Address

BACKFILL TO BE COMPACTED PRIME COAT ELEVATION 2'-0" ABOVE TOP TO 100% T-99. LIFT BASE OF PIPE. CUTOFF SHEETING THICKNESS MAY VARY IF REQUIRED. DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO 30"X30" CASE SHALL EXCEED 12". STOP SIGN (R1-1) DENSITY TESTS TO BE TAKEN SUB-GRADE M.U.T.C.D. IN ACCORDANCE WITH THE 1 DAVE THOMAS BLVD, GOVERNMENTAL AGENCY DUBLIN, OHIO 43017 12" HAVING JURISDICTION, OR ELEVATION TOP OF PIPE AS MAY BE REQUIRED BY THE ENGINEER. ASPHALT 1-1/2" TYPE III ASPHALTIC CONCRETE STRUCTURAL OR HYDRAULIC STRUCTURE NISIT SAPPARKHAO, P.E. D/3 BASE COURSE D FL REG. NO. 64085 BEDDING AND BACKFILL WITH BASE 8" LIMEROCK LBR 100 COMPACTED TO SELECTED MATERIALS TO BE 98% OF AASHTO T-180 PLACED AND COMPACTED IN 6" 6" MIN - 12" MAX (MIN) 6" LIFTS UTILIZING METHODS 12" DIA AND UNDER SUB-GRADE 12" COMPACTED SUB-GRADE LBR 40 AND EQUIPMENT APPROVED COMPACTED TO 98% AASHTO T-180 BY THE ENGINEER.

STRUCTURE NUMBER CALCULATION: UNDISTURBED 1 1/2" STRUCTURAL COURSE @ .44/IN = 0.66 PIPE BEDDING TAMPED MATERIAL 6" COMPACTED LIMEROCK BASE @ .18/IN = 1.08 HEAVY DUTY GALVANIZED AND COMPACTED 12" STABILIZED SUB-BASE @ .08/IN = 0.96 U-CHANNEL SIGN POST TOTAL SN # = 2.70 MIN 3 LB/LF Date 7'-0"

SCALE BOTTOM OF EXCAVATION TYPICAL ASPHALT PAVEMENT SECTION NTS 9 NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE 1 NOTES: NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF.

SET WHEEL STOP 2.5' FROM 2. CONCRETE FOR FOOTING SHALL BE PORTLAND FACE OF CURB/SIDEWALK TO CEMENT AND HAVE A MIN. COMPRESSIVE STRENGTH FACE OF WHEEL STOP FINISHED GRADE OF 4,000 PSI IN 28 DAYS.

3. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF 5/8" HOLE CURB. NOTE: 2.75" #3 REBAR 4. ALL TRAFFIC SIGN INSTALLATION SHALL BE PER FDOT 3 ALL CORNER HAVE A 4" RADIUS. WITH FOLLOWING INDEX #11865

- (1) #3 REBAR (INSIDE CONCRETE) 2'-0" - (2) #4 -12" LONG PIN (FOR INSTALLATION) 5" CONCRETE 5. ALL TRAFFIC SIGN POSTS WITH THE COUNTY

1" RIGHT-OF-WAY SHALL BE 2'x2' SQUARE BREAK-AWAY 14 GAUGEGALVANIZED STEEL WITH PUNCHED HOLES. 7" LUTZ, FLORIDA 33548 #3 REBAR 6. THE TAPCO V-LOC VS1P-350 SYSTEM SHALL BE PROMENADE AT LAKE PARK PARCEL "C" PART OF LOT "B" 3" EMPLOYED WHERE SIGN POSTS ARE INSTALLED IN 6'-0" PAVED AREAS. 12" 12"± 1" Sheet Title Project Name and Address

#4 BARS, 12" LONG Project No. Sheet 135-38.00 Date 07/01/17 SCALE SCALE SCALE SCALE Scale MUTCD SIGNS AS NOTED WHEEL STOP DETAIL NTS 10 HANDICAP SIGN WITHIN BOLLARD NTS 11 NTS 12 TYPICAL TRENCH SECTION NTS 13 Date

SCALE SCALE SAFETY RAIL DETAIL NTS 1 SIDEWALK RAMP DETAIL NTS 2 Revision/Issue No.

INFINITY ENGINEERING GROUP, LLC

1208 East Kennedy Boulevard Suite 230 SCALE SCALE SCALE Tampa, Florida 33602 SIDEWALK FINISH DETAIL NTS 3 BOLLARD DETAIL NTS 4 GREASE TRAP NTS 5 [p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net Cert. of Auth. No. 27889

Client Name and Address

1 DAVE THOMAS BLVD, DUBLIN, OHIO 43017

NISIT SAPPARKHAO, P.E. FL REG. NO. 64085

Date

SCALE PAVEMENT MARKING DETAIL NTS 6 LUTZ, FLORIDA 33548 PROMENADE AT LAKE PARK PARCEL "C" PART OF LOT "B" Sheet Title Project Name and Address

Project No. Sheet 135-38.00 Date 07/01/17 SCALE SCALE SCALE Scale AS NOTED PATIO FENCE DETAIL NTS 7 PATIO AREA PLAN NTS 8 ORDER STATION LAYOUT NTS 9 3'-4"

2'-3 5/8" 8"

2 1/4" 2'-0" 2 1/4" 4'-5" 2'-11 3/16"

8" 3'-1" 8" 8" STEEL GRATE H-20 LOADING PLAN ALTERNATE

CAST IRON GRATE Date 3'-4" H-20 LOADING 5 3/4" 5 3/4" FRAME TOP OF GRATE 2" 5"

8" (MIN) 2'-0" 8" Revision/Issue

SECTION

NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. No.

INFINITY ENGINEERING GROUP, LLC

1208 East Kennedy Boulevard Suite 230 SCALE SCALE SCALE SCALE HANDICAP STRIPING DETAIL FDOT CR-C RAMP FDOT CR-F RAMP FDOT INLET TYPE "C" (FOR STORM SEWER) Tampa, Florida 33602 NTS 1 NTS 2 NTS 3 NTS 4 [p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net Cert. of Auth. No. 27889

Client Name and Address

1 DAVE THOMAS BLVD, DUBLIN, OHIO 43017

NISIT SAPPARKHAO, P.E. FL REG. NO. 64085

Date LUTZ, FLORIDA 33548 PROMENADE AT LAKE PARK PARCEL "C" PART OF LOT "B" Sheet Title Project Name and Address

Project No. Sheet 135-38.00 Date 07/01/17 Scale AS NOTED STORMWATER POLLUTION PREVENTION PLAN

FILTER FABRIC MATERIAL SECURELY FASTENED EROSION AND SEDIMENT CONTROL NOTES TO THE POSTS OR IF USED THE WIRE MESH PONDING HEIGHT PONDING HEIGHT BUILDING BLOCK LAID 6-INCH 10-FOOT MAXIMUM SPACING FILTER FABRIC MATERIAL CONCRETE SPACER BLOCK GENERAL NOTES: WITH WIRE SUPPORT FENCE FILTER FABRIC ATTACH SECURELY FILTER FABRIC ATTACH SECURELY FROM THROAT WEB HORIZONTAL 6-FOOT MAXIMUM SPACING TO UPSTREAM SIDE OF POST TO UPSTREAM SIDE OF POST FILTER FABRIC MATERIAL 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE WITHOUT WIRE SUPPORT FENCE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES STEEL OR WOOD POST AT COMPLETION OF CONSTRUCTION. 36-INCH HIGH MAXIMUM RUNOFF RUNOFF 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 2-FOOT 12-INCH 2-INCH x 12-INCH 2-INCH x 4-INCH 6-INCH TO

MINIMUM 8-INCH TO 3. ADDTI0NAL PROTECTION - ON-SITE PROTECTION IN ADDITI0N TO THE ABOVE MUST ANCHORS CAN BE ATTACHED 12-INCH 12-INCH 4-INCH SUPPORT BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO TO PREVENT "BLOWOUTS" MINIMUM 6-INCH x 6-INCH TRENCH MINIMUM SUPPORT WITH COMPACTED UNSEEN CONDITIONS OR ACCIDENTS. BACKFILL OR GRAVEL CONCRETE BLOCK OR ROCK BAGS 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES. ETC. ARE BACKFILLED TRENCH STAKE INSTALLED AFTER CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. APPROXIMATE 8-INCHES OF FILTER COMPACTION OF "SLICE" Date FABRIC MATERIAL EXTENDED INTO 2-INCH TO 3-INCH COURSE FILTER FABRIC MATERIAL 5. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST MANAGEMENT A TRENCH ANCHORED WITH OVER CONCRETE BLOCK AGGREGATE MINIMUM 6-INCH FILTER FABRIC SILT FENCE COMPACTED BACKFILL MATERIAL THICK PRACTICES (BMP) AND MOST CURRENT EROSION AND SEDIMENT CONTROL PRACTICES. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED ROLL OF 12 1/2-INCH GAUGED WELDED FENCE, FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL TRENCHING METHOD ALTERNATIVE SLICING METHOD 2-INCH x 2-INCH MESH, 8-INCH TO 10-INCH APPLICABLE RULES, REGULAll0NS AND WATER QUALITY GUIDELINES AND MAY NEED 20°± TRENCH WITH NATIVE BACKFILL OR GRAVEL TRENCH WITH GRAVEL COURSE AGGREGATE OR APPROVED ROLLED TO INSTALL ADDITIONAL CONTROLS. EROSION CONTROL PRODUCT (RECPs) 6. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL - DESIGNER AND REVIEWER NOTES: MANUAL (JUNE 2007)" FOR THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL 1. FIBROUS FILTER MATERIAL IN FRONT OF BLOCK PREVENTS GRAVEL FROM PROTECTION (F.D.E.P.) & THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. STACKED AND ENTRENCHED ANGLE FIRST STAKE TOWARD WASHING INTO STRUCTURE. 1-INCH x 2-INCH STAKE (F.D.O.T.) AND F.D.O.T. DESIGN STANDARDS INDEX 102. SYNTHETIC BALE PREVIOUSLY LAID BALE 2. 2-INCH x 4-INCH BEHIND BLOCK AND ACROSS THROAT HELPS KEEP BLOCK IN PLACE PLACE IN OUTER HOLE OF SPACER BLOCK. 7. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL F.D.O.T., F.D.E.P. AND 3. FILTER FABRIC AND AGGREGATE, SIMILARLY PLACED, MAY ALSO BE USED. STACKED SILT FENCE WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF F.D.O.T., F.D.E.P. AND WATER MANAGEMENT DISlR1CT FOR EROSION AND SEDIMENTATION COMPACTED SOIL TO CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. PREVENT PIPING SCALE FILTERED RUNOFF TEMPORARY EROSION CONTROL PRE-CONSTRUCllON SITE PROTECTION: Revision/Issue SEDIMENT LADEN RUNOFF TOE-IN RECOMMENDED FILTER FABRIC OVER GRATE INLET NTS 2 8. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL BACKFILL AND COMPACT WETLAND AREAS WHERE THERE IS P0TENTIAL FOR DOWNSTREAM WATER QUALITY THE EXCAVATION SOIL DEGRADAll0N. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. 2-INCH TO 3-INCH COURSE FILTER FABRIC MATERIAL AGGREGATE MINIMUM 9. ANY DISCHARGE FROM DEWATERlNG ACTIVITY SHALL BE FILTERED AND CONVEYED TO 6-INCH THICK PREASSEMBLED SILT FENCE SYNTHETIC BALES MUST BE THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF TIGHTLY ABUTTING WITH NO GAPS SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.

PROPER PLACEMENT OF SYNTHETIC BALE 10. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A BARRIER IN DRAINAGE WAY CONSUMPTIVE USE PERMIT FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION.

ATTACHING TWO SILT FENCES NOTES: 11. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST No. 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EXISTING PAVED AREA BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD (1/3) THE HEIGHT OF THE BARRIER OR INLET. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE EVENT AND REMOVE SEDIMENT WHEN NECESSARY. PROPER PLACEMENT OF AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 1. PLACE THE END POST OF THE SECOND SILT FENCE IN DRAINAGE WAY 2-INCH TO 3-INCH 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN GRATE WRAPPED WITH FENCE INSIDE THE END POST OF THE COURSE AGGREGATE 12. ALL DISTURBED AREAS ARE TO BE STABILIZED THROUGH COMPACTION. SILT AREA THAT WILL NOT CONTRIBUTE SEDIMENT FILTER FABRIC MATERIAL MINIMUM 6-INCH THICK FIRST FENCE OFF-SITE AND CAN BE PERMANENTLY STABILIZED SCREENS, SYNTHETIC BALES, AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO 3-FOOT MAXIMUM RECEIVE STAKED SOLID SOD. 2. ROTATE BOTH POSTS AT LEAST 180 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS DEGREES IN A CLOCKWISE DIRECTION TO MAXIMIZE PONDING EFFICIENCY SEE FDOT INDEX 102 FOR RECOMMENDED SITE PROTECTION: TO CREATE A TIGHT SEAL WITH THE NOTES: DIRECTION OF SPACING FOR SYNTHETIC BALES OR BALE 1. DROP INLET SEDIMENT BARRIERS ARE TO BE 18-INCH FABRIC MATERIAL 4. SEE FDOT INDEX 102 FOR ADDITIONAL DETAILS FOR RUNOFF WATER TYPE BARRIERS AND TYPE III SILT FENCE USED FOR SMALL, NEARLY LEVEL DRAINAGE MINIMUM 13. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED PROPERLY. A TRENCH TYPE I, II & TYPE III BARRIERS & SILT FENCE. SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 6 INCHES. BARRIER IS STAKED, THE 3. DRIVE BOTH POSTS ABOUT 10 INCHES AREAS. (LESS THAN 5%) EXCAVATED SOIL OR GRAVEL SHALL BE BACKFILLED AND COMPACTED AGAINST THE INTO THE GROUND AND BURY FLAP 2. INSPECT AND REPAIR FENCE AFTER EACH STORM FILTER BARRIER. USING WIRE BACKING FOR SUPPORT IS DISCOURAGED DUE TO POINTS A MUST BE 8-INCH MINIMUM EVENT AND REMOVE SEDIMENT WHEN DISPOSAL PROBLEMS. ABOVE THE FLOW-LINE AT POINT B NECESSARY INLET GRATE 14. WATER OR SLURRY USED TO CONTROL DUST SHALL BE RETAINED ON THE SITE AND 3. REMOVED SEDIMENT SHALL BE DEPOSITED YO AN NOT ALLOWED TO RUN DIRECTLY INTO WATERCOURSE OR STORMWATER CONVEYANCE INFINITY ENGINEERING AREA THAT WILL NOT CONTRIBUTE SEDIMENT SYSTEMS. GROUP, LLC OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 15. SPECIAL AREAS SHALL BE DESIGNATED AS VEHICLE AND EQUIPMENT WASHING AREAS 4. SILT FENCE SHALL BE PLACED ON SLOPE AND SUCH AREAS SHALL NOT ALLOW RUNOFF TO FLOW DIRECTLY INTO 1208 East Kennedy Boulevard CONTOURS TO MAXIMIZE PONDING EFFICIENCY WATERCOURSE OR STORMWATER CONVEYANCE SYSTEMS. Suite 230 Tampa, Florida 33602 16. SILT FENCE BARRIERS ARE NOT TO BE USED WHERE CONCENTRATED FLOWS OF WATER ARE ANTICIPATED SUCH AS DRAINAGE DITCHES. AROUND INLETS OR ABOVE/ [p]: 813.434.4770 BELOW WHERE CULVERTS DISCHARGE. [f]: 813.445.4211 SCALE POST PAVEMENT EROSION CONTROL SCALE www.iegroup.net TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS SILT FENCE & SYNTHETIC BALES 17. SYNTHETIC BALES, SANDBAGS OR OTHER APPROVED DEVICE FACED WITH FILTER Cert. of Auth. No. 27889 NTS 1 FILTER FABRIC OVER GRATE INLET NTS 3 FABRIC SHALL BE USED IN HIGH VOLUME AREAS TO DECREASE THE RUNOFF VELOCITY AND SHALL BE SECURELY ANCHORED.

18. ALL DEVICES INCLUDING SILT FENCE. FILTER BARRIERS. SYNTHETIC BALES AND/OR Client Name and Address SANDBAGS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTI0N SHALL BE PAID TO THE DIVERSION RIDGE REQUIRED REPAIR OF DAMAGED BARRIERS. END RUNS AND UNDERCUTTING BENEATH BARRIERS. WHERE GRADE EXCEEDS 2% POST (OPTIONS: 2-INCH x 4-INCH 1 19. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. OR 2 2 MINIMUM DIAMETER WOOD 6-FOOT TEMPORARY EROSION MAXIMUM CONTROL DIVERSION BERM 20, SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME 2% OR GREATER 18 OZ. NYLON REINFORCED INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER PVC FABRIC (300 PSI TEST) STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 1 DAVE THOMAS BLVD, EXISTING PAVED 2-INCH x 4-INCH WOOD FRAME STORM DRAIN INLET PROTECTION: DUBLIN, OHIO 43017 ROADWAY 21. FILTER FABRIC SHALL BE LAID OVER INLETS SO THAT THE FABRIC EXTEND A FILTER FABRIC 3-FOOT MINIMUM OF 1 FOOT BEYOND EAST SIDE OF THE INLET STRUCTURE. FILTER FABRIC 5-FOOT NISIT SAPPARKHAO, P.E. OR MORE IN CONFORMANCE WITH F.D.O.T. INDEX 985 OR COMPARABLE SHALL BE USED. IF SECTION A-A MORE THAN ONE STRIP OF FABRIC IS NECESSARY, THE STRIPS SHALL BE FL REG. NO. 64085 OVERLAPPED. 18-INCH STAKED TURBIDITY BARRIERS MAXIMUM 22. 2 INCH - 3 INCH COARSE AGGREGATE SHALL BE PLACED OVER THE FILTER FABRIC. NOTES: 8-INCH THE DEPTH OF STONE SHALL BE AT LEAST 6 INCHES OVER THE ENTIRE INLET SEDIMENT BARRIER USE SANDBAGS, SYNTHETIC BALES OR OTHER OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 18-INCH MINIMUM APPROVED METHODS TO CHANELIZE RUNOFF TO INCHES ON ALL SIDES. 5/16-INCH VINYL SHEATHED EAW STEEL 3' MIN. CLOSED CELL SOLID PLASTIC BASIN AS REQUIRED WHEN SYNTHETIC BALES ARE CABLE (9800 LBS. BREAKING STRENGTH) FOAM FLOTATION USED IN THIS APPLICATION, SILT FENCE SHALL BE 23. IF STONE FILTERS BECOME CLOGGED WITH SEDIMENT SO THAT THEY NO LONGER WITH GALVANIZED CONNECTORS (6-INCH DIAMETER EQUIVALENT.) USED AS SHOWN ON THE UPSTREAM SIDE OF THE ADEQUATELY PERFORM THEIR FUNCTION, THE STONES MUST BE PULLED AWAY FROM (TOOL COLLAR REINFORCED) (12 LBS. PER FT. BUOYANCY) CLOSED CELL SOLID PLASTIC SEDIMENT BARRIER. SEE FOOT INDEX NO. 607. THE INLET, CLEANED AND REPLACED. FOAM FLOTATION GATHER EXCESS SLOTTED PVC CONNECTOR PIPE (6-INCH DIAMETER EQUIVALENT.) FABRIC AT CORNERS POST-CONSTRUCTION SITE PROTECTION: (METAL COLLAR REINFORCED) (12 LBS. PER FT. BUOYANCY) SUPPLY WATER TO WASH Date WHEELS IF NECESSARY 24. ALL DEWATERlNG, EROSION AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTI0N AND REMOVED ONLY WHEN AREAS HAVE STABILIZED. FLOW ATTACH FILTER FABRIC SECURELY TO 18 OZ. NYLON 5/8" POLYPRO ROPE 2-INCH x 4-INCH WOOD FRAME, 25. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER TEMPORARY BARRIERS ARE. 1 1 18 OZ. NYLON REINFORCED 600 LB BREAKING

D NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, D REINFORCED STRESS PVC FABRIC STRENGTH OVERLAPPING FABRIC TO NEXT STAKE TOP FRAME NECESSARY FOR STABILITY PVC FABRIC (300 PSI TEST) 20' R PREPARED AND SEEDED. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE PLATE 1/4" GALVANIZED FLOW 2-INCH x 4-INCH WOOD FRAME 4 SIDES OF D.I. (300 PSI TEST) WITH LACING AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. GROMMETS CHAIN 26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED 2 2 UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.

D PONDING HT. D 2"-4" ROCK 27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION TYPE II TYPE I MIN. 6" THICK 18-INCH MAXIMUM PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. AS REQUIRED 12-INCH MAXIMUM 12-FOOT MINIMUM FILTERED 36-INCH MAXIMUM WATER

FLOATING TURBIDITY BARRIERS EXISTING PAVED ROADWAY

OPTIONAL DIVERSION RIDGE SECTION A-A 50-FOOT MINIMUM

PLAN NOTES: 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. LUTZ, FLORIDA 33548 NOTE: PROMENADE AT LAKE PARK NOTES: PARCEL "C" PART OF LOT "B" 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. THE WATER MANAGEMENT DISTRICT FOR THIS NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. PROJECT IS THE SOUTH WEST FLORIDA WATER 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC (LESS THAN 5") 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. MANAGEMENT DISTRICT (S.W.F.W.M.D.) RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. USE 2-INCH X 4-INCH WOOD OR EQUIVALENT METAL STAKES. (3-FOOT MINIMUM LENGTH) 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF WAY. 3. INSTALL 2-INCH X 4-INCH WOOD TOP FRAME TO INSURE STABILITY. 5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE FDOT STANDARD SPECIFICATIONS. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDII.1ENT BASIN. 4. THE TOP DF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE NOTE: Sheet Title 4. SEE FDOT INDEX NO. 106 NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. Project Name and Address BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS. HOWEVER, PAYMENT WILL BE WHERE F.D.O.T. SPECS AND INDEX ARE UNDER THE CONTRACT LUMP SUM PRICE ESTABLISHED IN THE BID PROPOSAL FOR EROSION AND SEDIMENT CONTROL POSTS IN STAKED REFERENCED, PLEASE REFER TO F.D.O.T TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DESIGN STANDARDS FOR DESIGN, CONSTRUCTION MAINTENANCE AND UTILITY Project No. Sheet OPERATIONS MANUAL UPDATE VERSION 2008. 135-38.00 Date 07/01/17 SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SCALE PRE-PAVEMENT SEDIMENT BARRIER AT SCALE Scale TEMPORARY TURBIDITY BARRIERS AS NOTED NTS 4 (SOIL TRACKING PREVENTION DEVICE) NTS 5 GRATE INLET NTS 6 STORMWATER POLLUTION PREVENTION PLAN OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS STABILIZATION PRACTICES EROSION SITE DESCRIPTION GENERAL AND SEDIMENT CONTROLS OTHER CONTROLS HAZARDOUS PRODUCTS MAINTENANCE/INSPECTION PROCEDURES

THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE PROJECT NAME AND LOCATION: 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW WASTE DISPOSAL THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH HAZARDOUS MATERIALS. SEDIMENT AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PARCEL "C" PART OF LOT "B" WITH THE FOLLOWING LIMITATIONS: WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE PROMENADE AT LAKE PARK CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY THE JOB, WHICHEVER COMES FIRST. ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH LUTZ, FLORIDA 33548 A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ARE NOT RESEALABLE. APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY PERCENT. ALL LOCAL AND STATE SOLID WASTE MANAGEMENT * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE STANDARDS. DEPENDING ON THE NATURE OF MATERIALS AND OWNER NAME AND ADDRESS: REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM GERACI-VAN DYKE RETAIL CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH PRIOR TO PLACING THE SYSTEM INTO OPERATION. INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY CENTER LLC ACRES. PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S THE INSPECTOR IS ATTACHED. THE REPORTS WILL BE KEPT ON SITE 2702 WILSON CIR PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER Date DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE LUTZ, FL 33548-4975 C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 DISPOSAL WILL BE FOLLOWED. SEQUENCE OF MAJOR ACTIVITIES CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY MONTHS. MANAGES THE DAY-TO-DAY SITE OPERATIONS, WILL BE APPROVING SEDIMENT AND AND EROSION PLANS, OR STORMWATER DESCRIPTION: RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF FOLLOWED. SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: AS PART OF THE WATER POLLUTION PREVENTION PLAN FOR AT CONSTRUCT NEW BUILDING AND PARKING LOT. STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY TIE INTO EXISTING SMS AS REQUIRED TO ACCOMMODATE IMPROVEMENTS 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A PETROLEUM PRODUCTS STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED THE PER AUTHORITIES WITH JURISDICTION. WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO HAZARDOUS WASTE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 2. INSTALL SILT FENCES AND HAY BALES AS REQUIRED PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND SOIL DISTURBING ACTIVITIES WILL INCLUDE: SITE CLEARING, GRADING, ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS CONSTRUCTION OF FACILITY OF EXISTING VACANT LAND. 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND SEDIMENT BASIN HAY BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND RUNOFF CURVE NUMBERS: PROPER LOCATION, MATERIAL & USAGE. THESE PRACTICES AND THE SITE SUPERINTENDENT, THE ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING MAINTENANCE REPORT. 4. CONSTRUCT SEDIMENTATION BASIN INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL TO THE MANUFACTURER'S RECOMMENDATIONS. 1. PRE-CONSTRUCTION = 74 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE 2. DURING CONSTRUCTION = 85 USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL FERTILIZERS RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. 5. CONTINUE CLEARING AND GRUBBING FOLLOWED. Revision/Issue 3. POST-CONSTRUCTION = 85 EROSION WITH THE FOLLOWING LIMITATIONS: SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE 6. STOCK PILE TOP SOIL IF REQUIRED SANITARY WASTE FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM SOILS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. 7. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED PERCENT. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT SEE SOIL REPORT EXPOSURE TO STORMWATER. STORAGE WILL BE IN A COVERED UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE NON-STORMWATER DISCHARGES 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF SITE MAPS: PRACTICABLE CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2. STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER ACRES. REFER TO CITY STANDARD DETAIL D-910 FOR SANITARY SEWER OR SEPTIC SYSTEMS. AVOID SPILLS. DISCHARGES WILL OCCUR FROM THE SITE DURING THE * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, 9. INSTALL STORM SEWER AND IRRIGATION. PROPER CONSTRUCTION OF THE FILTER FABRIC BARRIER. CONSTRUCTION PERIOD: AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, OFFSITE VEHICLE TRACKING PAINTS PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS 10. COMPLETE GRADING AND INSTALL PERMANENT 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY * WATER FROM WATER LINE FLUSHING No. AND STORMWATER DISCHARGE POINTS. SEEDING/SOD AND PLANTING BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO *PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR TEMPORARY 11. REMOVE ACCUMULATED SEDIMENT FROM BASINS AVAILABLE ON SITE. STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF OR HAZARDOUS MATERIALS HAVE OCCURRED). STABILIZATION PRACTICES, AND TURBIDITY BARRIERS TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE LOCAL REGULATIONS. * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). * SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND SITE IS STABILIZED, REMOVE ANY TEMPORARY DIVERSION SEDIMENT-FREE STORM RUNOFF IS INTERCEPTED AND CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. PERMANENT STABILIZATION. SWALES/DIKES AND RESEED/SOD AS REQUIRED DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES CONCRETE TRUCKS ALL NON-STORMWATER DISCHARGE WILL BE DIRECTED TO THE SITE AREA: ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE SEDIMENT BASIN PRIOR TO DISCHARGE. TIMING OF CONTROLS/MEASURES APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER INVENTORY FOR POLLUTION PREVENTION PLAN CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR 1. TOTAL AREA OF SITE = 1.22 ACRES CAN BE APPLIES ONLY IN THOSE SITUATIONS WHERE THE DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE 1. TOTAL AREA TO BE DISTURBED = 1.22 ACRES SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL SITE. CONTRACTOR'S CERTIFICATION AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO NAME OF RECEIVING WATERS: FENCES AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE SPILL CONTROL PRACTICES BE PRESENT ONSITE DURING CONSTRUCTION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED AND THAT AUTHORIZES THE STORM CONDITIONS OF THE FDEP INFINITY ENGINEERING EXISTING INLET CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. IN ACCORDANCE TO CITY STANDARD DETAIL D-914. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL GENERIC PERMIT WATER DISCHARGES ASSOCIATED WITH GROUP, LLC STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS Concrete Fertilizers Wood INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED PART OF THIS CERTIFICATION. 1208 East Kennedy Boulevard ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF Asphalt Petroleum Based Products Masonry Blocks FOR SPILL PREVENTION AND CLEANUP: Suite 230 CONTROLS ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER Tampa, Florida 33602 Tar Cleaning Solvents Roofing Materials AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN BODY OR STORMWATER COLLECTION FACILITY. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP [p]: 813.434.4770 THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS Detergents Paints Metal Studs WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE [f]: 813.445.4211 TURBIDITY CAUSED BY STORMWATER RUN OFF. AN EROSION AND TURBIDITY PLAN STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, ______MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE www.iegroup.net HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING INFORMATION AND CLEANUP SUPPLIES. Cert. of Auth. No. 27889 CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH OPERATIONS OR EXCAVATION AND FILLING OPERATIONS THE EROSION & TURBIDITY CONTROL PLAN. SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE Client Name and Address PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL STRUCTURAL PRACTICES BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL DESCRIPTION OF THE PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, CONTROLS THAT MAY BE IMPLEMENTED. CONTROLS AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT OF SEDIMENTS. (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, PLASTIC AND METAL 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. STORMWATER MANAGEMENT BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH FACILITY AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE EROSION DISCHARGE DIRECTLY OFF-SITE SHALL BE PROTECTED FROM ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. STORMWATER DRAINAGE WILL BE PROVIDED BY (DESCRIPTION:) D-914. AND TURBIDITY CONTROL PLAN. IT IS ALSO THE CONTRACTORS SEDIMENT-LADEN STORM RUNOFF UNTIL THE COMPLETION OF THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT 1 DAVE THOMAS BLVD, MODIFIED COLLECTION, CONVEYANCE, TREATMENT & ATTENUATION SYSTEM FOR ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. DUBLIN, OHIO 43017 THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE SEDIMENT TO THE INLET. INSTALLED IN AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT SUB-CONTRACTOR PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE SUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR

REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE RESPONSIBLE FOR/DUTIES

PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION GENERAL CONTRACTOR WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 2.5 ACRES WILL HAVE BEEN 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO AND TURBIDITY CONTROLS SHOWN ON THE EROSION AND FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER NISIT SAPPARKHAO, P.E. REGRADED & 0.16 ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A DRY OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY FL REG. NO. 64085 DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE RE-EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING REGARDLESS OF THE SIZE OF THE SPILL. MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL DIVERSION USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL BASIN. THE DRY DETENTION SYSTEM IS DESIGNED IN ACCORDANCE WITH THE GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT DIKE: REQUIREMENTS SET FORTH BY THE DEPARTMENT OF ENVIRONMENTAL COVER DURING THE SEASON IN WHICH IT IS PLANTED AND MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A PROTECTION FOR THIS TYPE OF DEVELOPMENT AT THE TIME IT WAS WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 1. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP CONSTRUCTED. APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW AS REQUIRED TO MEET THE EROSION AND TURBIDITY MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN AROUND THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION REGULATORY AGENCIES. THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE OF A CURB INLET SEDIMENT FILTER, AND D-904 FOR DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL TIMING OF CONTROLS/MEASURES MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF CONSTRUCTION OF A DROP INLET SEDIMENT FILTER. MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE SPILL PREVENTION INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR Date ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 2. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE REFER TO " CONTRACTORS RESPONSIBILITY" FOR THE TIMING OF PHASE OF PREVENTION AND CLEANUP. THE NAMES OF WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT ONTROL/MEASURES. RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE MATERIAL MANAGEMENT PRACTICES STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED ONSITE. THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES STRUCTURES & UNPROTECTED AREAS. REFER TO D-903 FOR CERTIFICATION OF COMPLIANCE WITH TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER CONSTRUCTION OF CURB INLET & DROP SEDIMENT TRAP. ESTABLISHMENT OF A GOOD GRASS COVER. TEMPORARY FEDERAL, STATE AND LOCAL REGULATIONS ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR MAINTENANCE/INSPECTION PROCEDURES STORMWATER RUNOFF. 3. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE OF CONTRACTOR & ALL SUBS

IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM BUSINESS NAME AND ADDRESS PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING GOOD HOUSEKEEPING WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING PRACTICES PERMITS HAVE BEEN OBTAINED. THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA MEDIANS. REFER TO D-905 FOR CONSTRUCTION OF HAY BALE & THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES DEP STANDARD GENERAL FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. WILL BE REWORKED AND ADDITIONAL SEED APPLIED FABRIC SEDIMENT FILTER. THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT STORMWATER PERMIT NO.: SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT CONTROLS. 4. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES DEP NPDES PERMIT NO.: REQUIRED TO DO THE JOB. 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. SHALL BE MAINTAINED DURING THE LIFE OF THE ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY OWNER'S CERTIFICATION CONSTRUCTION SO AS TO FUNCTION AS THEY WERE AND, IF DOWNSTREAM OF THE DISCHARGING STRUCTURE AS SHOWN ON * ALL CONTROL MEASURES WILL BE INSPECTED BY THE ORIGINALLY DESIGNED AND CONSTRUCTED. SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. THE OUTLET PROTECTION DETAIL. LUTZ, FLORIDA 33548 I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS DAY SITE OPERATION OR SOMEONE APPOINTED BY THE PROMENADE AT LAKE PARK 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL PARCEL "C" PART OF LOT "B" WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS 5. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY

FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO SIGNATURE SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY WITH DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE STORM EVENT OF 0.25 INCHES OR GREATER. MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY THE ORIGINAL MANUFACTURER'S LABEL. DISTURBED ACRES AT ONE TIME, THE PROPOSED STORMWATER OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, RECOMMENDED BY THE MANUFACTURER. MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED INITIATED WITHIN 24 HOURS OF REPORT. SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR UNTIL FINAL STABILIZATION OF THE SITE. THE 3,600 CUBIC FEET OF VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT Sheet Title SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED Project Name and Address IMPRISONMENT FOR KNOWING VIOLATIONS. BEFORE DISPOSING OF THE CONTAINER. FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. OR SODDED. EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION SIGNED:______* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, NOTE: SITE CONTRACTOR SHALL APPLY TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE Project No. Sheet OWNER / OPERATOR DISPOSAL WILL BE FOLLOWED. DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY 135-38.00 SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN FOR AND OBTAIN A GENERIC PERMIT THE GROUND. Date * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR FROM THE FDEP AND PERFORM ALL 07/01/17 DATED:______MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. STRUCTURAL FILL ALL SEDIMENT COLLECTED IN PERMANENT OR * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY REQUIREMENTS AND TASKS THEREOF. Scale TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL AS NOTED STABILIZATION. BREACHES PROMPTLY REPAIRED. Date Revision/Issue No.

INFINITY ENGINEERING GROUP, LLC

1208 East Kennedy Boulevard Suite 230 Tampa, Florida 33602 [p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net Cert. of Auth. No. 27889

Client Name and Address

1 DAVE THOMAS BLVD, DUBLIN, OHIO 43017

STORMWATER POLLUTION PREVENTION PLAN NISIT SAPPARKHAO, P.E. FL REG. NO. 64085

Date LUTZ, FLORIDA 33548 PROMENADE AT LAKE PARK PARCEL "C" PART OF LOT "B"

NOTE TO CONTRACTOR:

THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR Sheet Title CONSTRUCTION SITES OF 1 ACRE OR MORE. THIS CERTIFICATE Project Name and Address MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. Project No. Sheet IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE 135-38.00 PLAN EST AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Date 07/01/17 Scale AS NOTED may vary due to changes in electrical voltage, tolerance lamps/LED's and other Based on the information provided, all dimensions and luminaire locations Society (IES) approved methods. Actual performance of any manufacturer's luminaires curbs, landscaping, or any other architectural elements unless noted. determine the applicability of layout to existing or future field conditions. shown represent recommended positions. The engineer and/or architect must variable field conditions. Calculations do not include obstructions such as buildings, taken under controlled conditions in accordance with The Illuminating Engineering This lighting plan represents illumination levels calculated from laboratory data INSIDE CURB Label Calculation Summary ALL CALC POINTS Luminaire Schedule Symbol 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 1 Qty 4 oh oh oh oh oh N 00°49'28" E oh oh oh 0.1 0.1 0.1 0.1 0.2 0.2 0.2 N00°49'30"E0.3 0.4 163.52'0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 359.90' 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.6 0.7 0.7 0.7 0.7 0.7 0.5 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.1 62.07 B Label A 1.0 1.0 1.0 1.0 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.6 0.8 0.9 0.8 0.5 0.6 0.6 0.6 0.4 0.3 0.1 0.1 Illuminance Illuminance CalcType

FM FM FM FM FM FM FM FM FM FM FM FM

1.0 1.2 1.4 1.3 1.3 1.5 1.4 1.1 1.0 FM1.0 1.1 1.2 0.1 11+00 0.3 0.5 0.9 0.9 0.8 0.7 FM 0.7 FM 0.3 0.2 FM 0.1 FM FM 1.8 1.7 1.4 1.4 1.5 1.8 1.8 1.7 1.8 1.8 1.7 1.8 0.2 0.3 0.7 2.0 2.1 2.3 2.4 0.8 0.4 0.3 0.2 D180° 2RTD SINGLE Arrangement 1.1 0.3 0.5 0.8 3.5 3.5 2.7 2.4 2.4 2.6 2.5 2.2 2.3 2.7 3.0 2.9 3.1 3.5 5.0 0.7 0.4 0.3 4.7 Fc Fc Units 1.1 11.1 1.5 7.4 7.5 0.5 0.8 5.4 3.7 3.7 3.3 2.7 2.7 3.5 5.2 6.8 9.9 0.9 0.6 0.4 4.2 4.2 4.3

NDM ACCESS DRIVEWAY BY WRA 5.84 2.99 Avg 1.2 1.8 15.8 16.3 10.0 11.8 19.4 1.9 1.0 7.1 0.8 5.3 3.1 3.0 5.1 5.7 8.0 22.7 2.6 0.5 4.8 4.0 4.0 Description 15.5 15.2 XLCM-FT-LED-HO-CW-SINGLE-24'POLE+2'BASE XLCM-FT-LED-HO-CW-D180-(1)FT-L:(1)FT-R- 24'POLE+2'BASE 0.8 2.1 2.7 27.4 25.8 9.8 6.5 5.6 3.2 3.2 5.8 6.7 9.7 26.5 31.6 3.3 2.3 0.9 0.6 4.4 4.4 Max 31.6 28.8 16.2 10.3 14.6 0.8 2.2 2.8 30.3 28.3 6.8 5.9 3.3 3.2 5.5 6.4 9.4 24.3 29.0 3.3 2.3 0.9 0.5

4.5 4.2

FD101 FD101 FD101 FD101 FD101

FD101 FD101 FD307 FD101 FD307 1.8 12.5 15.4 16.9 1.3 0.9 2.3 21.1 20.4 8.2 5.7 3.6 5.1 6.8 9.4 2.1 0.9 0.5 4.9 4.5 FD307 FD101 1.0 FD101 Min 0.0 FD101 OWNER: OWNER: 1.3 10.3 10.1 1.4 7.1 7.3 7.8 0.6 0.8 5.2 3.2 3.5 3.6 5.1 0.9 0.6 0.4 4.3 4.0 4.1 FD101 FD101 PROMENADE AT LAKE PARK PROMENADE AT LAKE PARK 1.0 0.4 0.7 5.0 3.6 3.1 3.4 3.8 0.9 0.6 0.4 0.3 2.8 2.9 2.5 2.6 2.4 2.4 2.7 4.8 FD101 FD307 (PLAT BOOK 127, PAGE 32-66) (PLAT BOOK 127, PAGE 32-66) N.A. 5.84 Avg/Min FD101 FD307 GERACI-VAN DYKE RETAIL CENTER LLC PART OF LOT "B" GERACI-VAN DYKE RETAIL CENTER LLC 1.8 1.9 1.7 1.5 1.6 1.9 1.0 0.3 12+00 0.5 0.8 0.5 0.3 0.2 2.5 2.5 2.0 2.2 2.0 2.0 2.1 PARCEL "D" PHASES 1 AND 2 PHASES 1 AND 2 FD101 LOT "B"

FD101

FD101 FD101 1.5 1.5 1.3 1.2 1.4 1.7 1.7 1.7 1.4 1.1 1.1 1.3 1.4 0.2 0.5 0.9 0.9 0.5 0.2 0.2 N.A. Max/Min 28.80 1.2 1.2 1.1 1.0 1.3 1.6 1.6 1.7 1.4 1.1 1.1 1.3 1.4 0.2 0.5 0.8 0.9 0.5 0.2 0.2 1.000 1.000 LLF

61.57

FD101 FD101 1.6 1.6 1.3 1.3 1.4 1.8 1.7 1.7 1.6 1.7 1.0 0.2 0.5 0.9 0.5 0.3 0.2 2.0 2.0 2.2 N.A. N.A. Lumens/Lamp N90°00'00"W 305.80 N90°00'00"E 326.45

0.3 0.5 0.8 3.7 0.9 0.7 0.4 0.3 2.8 2.8 2.2 2.1 2.2 2.3 2.1 2.0 2.9 2.6 2.7 2.9 4.0 WINDOW PICK-UP

PICK-UP WINDOW 1.1 1.4 7.7 0.5 0.8 5.4 5.8 3.5 3.3 3.4 3.2 3.4 3.9 3.9 5.5 8.3 0.9 0.6 0.4 2.5 2.6 4.1 4.4 1.5 11.7 11.8 16.3 17.9 1.4 7.9 7.1 0.7 0.9 5.9 3.9 3.1 3.1 5.4 9.9 0.9 0.5 2.3 4.8 4.6 4.0 4.9 30937 61874 Arr. Lum. Lumens 1.9 13.6 14.9 0.9 8.9 6.2 5.4 3.4 3.3 5.6 6.5 9.5 3.3 0.9 0.6 2.4 23.2 22.1 25.0 29.6 2.3 4.4 4.3 WINDOW PICK-UP 16.3 10.5 15.2 0.8 30.8 6.9 6.0 3.5 3.4 5.8 6.7 9.8 31.5 3.4 0.9 0.6 2.2 2.8 28.8 26.5 2.3 4.7 4.4 34' EASTMENT PLAT BOOK 127, PAGE 32-66 14.9 11.6 18.6 1.8 1.0 7.9 0.8 9.5 6.5 5.6 3.5 3.3 5.2 5.8 0.5 2.1 2.7 25.7 24.8 21.9 2.6 4.5 4.2 551.2 275.6 Arr. Watts 1.1 1.6 13.9 14.2 10.6 1.5 0.7 13+00 9.1 6.7 5.2 3.3 3.2 3.8 5.3 6.7 9.4 0.9 0.6 0.5 4.8 4.1 4.3 4.4 1.0 1.1 0.5 0.8 6.4 6.7 3.9 3.6 3.7 3.5 3.1 3.3 3.1 3.3 3.7 0.7 0.4 0.4 2.9 2.9 4.8 4.7 4.9 0.3 0.5 0.8 3.1 3.1 0.9 0.5 0.3 0.3 2.4 2.2 2.4 2.7 2.8 2.6 2.6 2.7 2.7 2.4 2.4 2.6 2.6 2.5 1.6 1.5 1.2 1.6 1.4 0.2 0.3 0.7 0.9 0.5 0.3 0.2 2.0 2.2 2.4 2.5 2.5 2.5 2.3 2.3 2.7 CB=S45°00'00"W Δ=090°00'00" 1.9 1.6 1.0 0.1 0.3 0.5 0.8 0.8 0.7 0.6 3.6 0.7 0.5 0.2 0.2 2.3 2.6 2.7 2.8 2.9 4.2 C=32.53' R=23.00' L=36.13' 1.0 0.1 0.2 0.3 0.4 0.5 0.5 0.2 0.4 0.6 3.1 3.7 6.8 8.5 0.9 0.6 0.5 0.2 0.2 2.3 2.8 2.0 4.5 LOCAL BENCHMARK #1 1.0 1.5 10.8 14.4 1.4 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.6 3.0 3.4 6.7 0.7 0.4 0.3 0.2 2.2 2.9 4.7 ELEV: = 60.48' SMGD 61.04 1.3 12.5 16.5 1.4 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.8 3.0 3.5 7.0 3.1 0.6 0.4 0.3 0.2 2.1 4.8

1.1 1.9 13.3 1.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 3.0 5.9 9.5 0.6 0.3 0.2 0.1 2.6 2.5 4.1

wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm 1.0 1.6 1.3 wm

0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.6 3.5 5.2 6.6 0.5 0.4 0.3 0.2 0.1 2.1 2.3 2.8 wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm

wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm 1.2 1.5 1.5 1.7 1.8 0.0 14+00 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 3.1 0.8 0.4 0.2 0.2 0.1 0.1 2.5 60.45 60.93 60.74 60.79 S00°00'00"E 140.50 PLAT BOOK 127, PLAT BOOK 127, 34' EASTMENT 34' EASTMENT 1.0 1.0 1.0 1.2 1.4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 0.9 0.5 0.2 0.2 0.1 0.1 0.1 PAGE 32-66 PAGE 32-66 san san san san san san san san san san san 2+00 3+00 4+00 5+00 (Left) FT-L Use Type 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.6 0.5 0.5 0.6 0.7 0.4 0.2 0.1 0.1 0.1 0.1 SHARED REVERSE FRONTAGE ROAD BY WRA AREA TO BE ILLUMINATED Fixture Type A pole and looking out at the area to be lit. side mounting. Orientation is based on standing at the installations specify left (FT-L) and/or right (FT-R) Optics are not field-rotatable. For D180 Forward Throw pole (Right) FT-R Use Type PERSPECTIVE VIEW NOT BE DIRECTED SKYWARD. PARKING LOT LIGHTING SHALL INSTALLED POSSIBLE, ALL EMITTED LIGHT ONLY TO SUBJECT PROPERTY, AND SHALL SEE STRUCTURAL PLANS FOR POLE AND FOUNDATION SPECIFICATIONS. AT A 90-DEGREE ANGLE. ALL OUTDOOR LIGHTING SHALL CONFINE, TO THE GREATEST EXTENT LED Area Light XLCM SIDE VIEW END VIEW NOTES Total Watts = 2480.4 Total Project Watts BY:MWE LIGHTING PROPOSAL LUTZ,FL WENDY'S SCALE: 1"=20' DATE: 10000 ALLIANCE RD. CINCINNATI, OHIO 45242 USA (513) 793-3200 * FAX 793-6023 REV: LO-138995 0 SHEET 1 OF 1 20 Date Project No. Scale 0'

PROMENADE AT LAKE PARK Suite 230 NORTH Date

LUTZ, FLORIDA 33548 20' Sheet Sheet Title 20' 40' No. Revision/Issue Date SCALE: 1"= 20'

N. DALE MABRY HIGHWAY (F.D.O.T RIGHT OF WAY MAP STATE ROAD NO. 597 SECTION 1016-(102)250) RIGHT OF WAY WIDTH VARIES POINT OFCOMMENCEMENT P.B. 127,PG.32-66 Phases 1&2 Promenade atLakePark Southwest cornerofLotB POINT OFBEGINNING SMGD LB7768 ACCESS DRIVEWAY ALTA/NSPS LANDTITLESURVEY SECTION 15,TOWNSHIP27SOUTH,RANGE18EAST OWNER: GERACI-VANDYKERETAILCENTERLLC OWNER: GERACI-VANDYKERETAILCENTERLLC PROMENADE ATLAKEPARK WENDY'S -N.DALEMABRYHIGHWAY PROMENADE ATLAKEPARK PROMENADE ATLAKEPARK HILLSBOROUGH COUNTY,FLORIDA (PLAT BOOK127,PAGE32-66) (PLAT BOOK127,PAGE32-66) (PLAT BOOK127,PAGE32-66) PART OFLOT"B" PART OFLOT"B" PHASES 1AND2 PARCEL "C" PHASES 1AND2 PARCEL "D" PHASES 1AND2 LOT "B" $FUHV L EGND Certified To: 6(a), Surveys, accordance This was completedonMay1,2017.

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5, in 5JGGV0QQH5JGGVU 16) Nobuildingsobserved. 15) Noaddressobservedorprovided. 14) 13) Recentearthworkandutilityconstructionwasobservedintheprocessofconductingfieldwork. 12) Nozoningletterorreportwasprovidedtothesurveyor. 11) CrosbyRoadisapublicright-of-wayandthesubjectpropertyhasdirectaccesstoright-of-way. 10) 1) 12. 11. 10. 1. 127, Insurance 5RDG1R UXQWKHQFHDORQJWKH:HVWHUO\ERXQGDU\RIVDLG/27³%´DQGVDLG(DVWHUO\ERXQGDU\RIWKHULJKWRIZD\ DALE MABRYHIGHWAY,perFloridaDepartmentofTransportationRight-of-wayMapSectionNo.1016-(102)250(State DESCRIPTION LAKE PARKPHASES1AND2,BENCHMARKEB-09,havingapublishedelevationof63.96feet(NAVD88). Map, PHASES Hostetler, LLP From FidelityNationalTitleInsuranceCommitmentOrderNo.6258931 BEGINNING (S.W.F.W.M.D.), having Containing 1.227acres,moreorless. COMMENCE changes observedintheprocessofconductingfieldwork. 9) 9) 8) Parcelsshownhereon,arecontiguousalongtheircommonboundarieswithoutgap,gore,hiatus,oroverlap. 7) 6) consent ofthesigningpartyorparties. 5) 3) Thissurveyisintendedtobedisplayedat1"=20. SURVEYOR'S NOTES: 9. 8. 7. 6. 5. 3. SCHEDULE BSECTIONIIEXCEPTIONS: FKRUGEHDULQJ6 :IHHW WRDSRLQWRIWDQJHQF\WKHQFH:(67IHHWWRWKH or only forthelandsasdescribed.Thiscertificationisnotacertificateoftitle,easements,zoningorfreedomencumbrances. database informationsuppliedbytheFEMAMapServiceCenter 2008 2) 2. FRQWLQXH1 (IHHWWKHQFH($67IHHWWKHQFH6287+IHHWWRDSRLQWRIFXUYDWXUH 27 South,Range18East,HillsboroughCounty,Florida,beingmoreparticularlydescribedasfollows: That the to thesurveyor.Nothinghereonshallbeconstruedgiveanyrightsorbenefitsanyoneotherthanthosecertifiedto. 4) Allboundarylinedimensionsarefieldmeasuredunlessotherwisenoted. 4. thence Southwesterly,36.13feetalongthearcofacurvetorighthavingradius23.00andcentralangle wetland delineationmarkersobservedintheprocessofconductingfieldwork IRU'$/(0$%5<+,*+:$<WKHIROORZLQJWZR FRXUVHV 1 (IHHWWRWKH America HorizontalDatumof1983(NAD83-1990ADJUSTMENT)fortheWestZoneFlorida.

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Public RecordsofHillsboroughCounty,Florida.(AstoParcel2) Hillsborough County,Florida.(AstoParcel1) Property datedJanuary29,2013,byandbetweenPeterA.GeraciStandardPacificofFlorida,aFloridageneral Public RecordsofHillsboroughCounty,Florida.(AstoParcels1and2) Real EstateMortgageandSecurityAgreementbetweenGeraci-VanDykeRetailCenter,LLC,aFloridalimitedliability Hillsborough County,apoliticalsubdivisionoftheStateFlorida,recordedSeptember23,2016inOfficialRecordsBook Development AgreementbyandbetweenGeraci-VanDykeRetailCenter,LLC,aFloridalimitedliabilitycompany Utility EasementinfavorofHillsboroughCounty,apoliticalsubdivisiontheStateFlorida,recordedMarch18,2016 Environmental ProtectionCommissionofHillsboroughCountyWetlandImpactApprovalandMitigationAgreementrecorded Florida. (AstoParcels1and2) Phases 1and2,recordedinPlatBook127,Pages32through66,inclusive,ofthePublicRecordsHillsboroughCounty, Restrictions, covenants,conditions,easementsandothermattersascontainedonthePlatofPromenadeatLakePark Rights orclaimsofpartiesinpossessionnotshownbythepublicrecords. Defects, liens,encumbrances,adverseclaimsorothermatters,ifany,created,firstappearinginthepublicrecords limited liabilitycompany,Tenant,recorded______inOfficialRecordsBook_____,PagePublicof partnership. (AstoParcels1and2) matter) Covenants andRestrictionsfortheShoppingCenterrecorded______inOfficialRecordsBook_____,Page Geraci-Van DykeRetailCenter,LLC,aFloridalimitedliabilitycompany,Landlord,andWendy'sProperties,Delaware Official RecordsBook23948,Page1489,PublicofHillsboroughCounty,Florida.(AstoParcel2) Pages company, Mortgagor,infavorofStandardPacificFlorida,aFloridageneralpartnership,Mortgagee,datedNovember8, and 2) artificially exposedlandsaccretedtosuchland. an accurateandcompletelandsurveyoftheLand. Standard Exceptions: estate orinterestmortgagethereoncoveredbythisCommitment. attaching subsequenttotheeffectivedatehereofbutpriorproposedinsuredacquiresforvalueofrecord 2013, intheoriginalprincipalamountof$3,500,000.00,recordedNovember8,2013OfficialRecordsBook22253,Page1, 24405, Page391,PublicRecordsofHillsboroughCounty,Florida.(AstoParcels1and2) June 30,2015inOfficialRecordsBook23379,Page1478,PublicofHillsboroughCounty,Florida.(AstoParcels1 Terms, conditions,covenants,restrictionsandprovisionsassetforthcontainedintheMasterReciprocalEasements, Terms, covenants,conditionsandprovisionsassetforthcontainedinthatcertainLeaseAgreementbybetween Terms, conditions,covenantsandobligationssetforthinthatcertainunrecordedAgreementforSalePurchaseof the subjectproperty) Taxes orassessmentswhicharenotshownasexistingliensinthepublicrecords. the publicrecords. Taxes andassessmentsfortheyear2017subsequentyears,whicharenotyetduepayable. Any claimthatanyportionoftheinsuredlandissovereignlandsStateFlorida,includingsubmerged,filledor Any lien,orrighttoaforservices,labor,materialsheretoforehereafterfurnished,imposedbylawandnotshown Any encroachment,encumbrance,violation,variation,oradversecircumstanceaffectingtheTitlethatwouldbedisclosedby part

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Fax: (813)248-2266 Phone: (813)248-8888 Licensed BusinessNumberLB7768 is & ; Wendys(88)PB 2017-27/12

DWG NAME: P:\GERACI-NICHOLAS\WENDYS_PARCEL_C_BT\SURVEY\PROMENADE_WENDYS_BT.DWG PLOTTED BY: MATTHEW KNEELAND ON: 6/28/2017 5:14 PM LAST SAVED BY: MKNEELAND ON: 6/6/2017 2:35 PM