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<br />GENERAL CONSTRUCTIONNOTES
<br />1. SEE SURVEY, SITE PLAN, UTILITY PLAN, AND GRADING PLAN FOR SITE SPECIFIC BENCHMARK AND ELEVATION
<br />DATUM.
<br />2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE
<br />SHOWN ACCORDING TO SURVEY INFORMATION PREPARED AND PROVIDED BY SIMMONS, BEALL AND TREBOUR,
<br />LLC. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO CONSTRUCTION, THE
<br />CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES,
<br />STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED
<br />RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING
<br />RELOCATION OPERATIONS.
<br />3. CHAPTER 556, UNDERGROUND FACILITY DAMAGE PREVENTION SAFETY ACT OF THE FLORIDA STATUTES
<br />REQUIRES THE CONTRACTOR TO NOTIFY 'SUNSHINE 811 "NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE
<br />BEGINNING ANY EXCAVATION OR DEMOLITION THAT IS NOT BENEATH THE WATERS OF THE STATE, AND NOT
<br />LESS THAN 10 FULL BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION THAT IS
<br />BENEATH THE WATERS OF THE STATE. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES
<br />NOT INCLUDED IN THE "SUNSHINE 811" PROGRAM NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE
<br />BEGINNING ANY EXCAVATION OR DEMOLITION.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, INCLUDING
<br />CONSTRUCTION SITE SAFETY, STRICTLY ADHERING TO OSHA STANDARDS, STATE OF FLORIDA, AND LOCAL
<br />REQUIREMENTS.
<br />5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR
<br />DISCREPANCIES BEFORE PERFORMING ANY WORK.
<br />PROPOSED UNDERGROUND UTILITIES MUST I PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT 6. ALL RO OSED UNDE OUND U L ES S BE N
<br />SURFACE COURSE CONSTRUCTION.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION
<br />REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL
<br />NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE
<br />WITH AGENCY REQUIREMENTS.
<br />8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST
<br />EDITION.
<br />9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES,
<br />REGULATIONS AND PERMIT CONDITIONS.
<br />10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br />ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE,
<br />PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED.
<br />11. SITE WORK CONCRETE SHALL BE IN ACCORDANCE TO FDOT SPECIFICATIONS UNLESS OTHERWISE NOTED.
<br />12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
<br />EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS.
<br />13. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE
<br />WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A NOTICE OF
<br />T NOTICES R N THE PROJECT TERMINATION NOT HAS BEEN SUBMITTED TO THE NPDES STORMWATER NO CES CENTS AND E
<br />HAS BEEN ACCEPTED BY THE OWNER. FINAL STABILIZATION IS DEFINED AS "ALL SOIL DISTURBING ACTIVITIES
<br />AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF
<br />AT LEAST 70% FOR ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS
<br />BEEN ESTABLISHED OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED."
<br />14. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING
<br />INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE
<br />OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE
<br />REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
<br />15. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL
<br />COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL
<br />ENGINEER SHALL CERTIFY IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED.
<br />16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE
<br />GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS,
<br />CONSTRUCTION PLANS, SPECIFICATIONS, AND AGENCY REQUIREMENTS. UPON COMPLETION OF THE WORK,
<br />THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE
<br />THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />17. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START
<br />OF CONSTRUCTION.
<br />18. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS
<br />AT THE CONSTRUCTION SITE.
<br />19. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES
<br />ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS.
<br />ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER VALVES, GAS VALVES, AND OTHER UTILITIES TO
<br />FINISHED GRADE WITHIN LIMITS OF WORK.
<br />CLEARING AND EROSION CONTROL NOTES
<br />1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE
<br />START OF ANY CONSTRUCTION ACTIVITIES.
<br />2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO
<br />STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND
<br />REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING
<br />SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER.
<br />3. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THE NOTES & SPECIFICATIONS,
<br />GRADING PLAN, NPDES NOTES AND NPDES DETAILS.
<br />4. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL OPERATE AND MAINTAIN EROSION AND SEDIMENT CONTROL
<br />DEVICES AND STRUCTURES IN ACCORDANCE WITH THE REGULATIONS SET FORTH IN THE SWPPP.
<br />5. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR
<br />MAINTAINED IN ACCORDANCE T THE STORMWATER
<br />CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE MAIN ED 0
<br />POLLUTION PREVENTION PLAN (SWPPP).
<br />6. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED
<br />BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE
<br />OWNER.
<br />7. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
<br />ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
<br />8. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES.
<br />9. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO
<br />REMOVAL OR DEMOLITION OF EXISTING STRUCTURES.
<br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE
<br />RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES
<br />THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE
<br />CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION.
<br />11. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREA SHALL BE CLEARED OF
<br />SILT, MUD, AND DEBRIS RESULTING FROM THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS
<br />DEVELOPMENT. DISTURBED AREAS SHALL BE GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.
<br />GRADING & DRAINAGE NOTES
<br />1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE
<br />WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER.
<br />DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
<br />EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY
<br />THE GEOTECHNICAL ENGINEER OR OWNER.
<br />2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF
<br />TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE
<br />CHANGE.
<br />3. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL COMPLY WITH THE LATEST FDOT STANDARD
<br />PLANS AND SPECIFICATIONS. THE MARKINGS SHALL BE PAINTED UNLESS SHOWN ON THE PLANS AND/OR
<br />PERMITS TO BE THERMOPLASTIC. PARKING STALL STRIPING SHALL BE 4" WIDE PAINTED WHITE STRIPES
<br />UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />5. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT
<br />ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT DRAINAGE
<br />MANUAL APPENDIX C (COVER HEIGHT TABLES).
<br />6. INSTALLATION OF PLASTIC PIPES SHALL BE IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATION
<br />BASED ON COVER, LOADING AND SOIL MATERIAL.
<br />7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS FOR ROAD AND BRIDGE
<br />CONSTRUCTION".
<br />8. PIPE LENGTHS SHOWN ARE APPROXIMATE AND MEASURED FROM CENTER -TO -CENTER OF THEIR CONNECTING
<br />STRUCTURES.
<br />9. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED
<br />FOR H-20 LOADINGS.
<br />10. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN
<br />ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
<br />SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
<br />SPECIFICATIONS THERETO.
<br />11. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL
<br />LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL
<br />STORMWATER FACILITIES INCLUDING THE DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR
<br />SHALL PROVIDE COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF
<br />CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.
<br />12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CLEANOUT OF ALL NEW STORM DRAINAGE PIPES AND
<br />STRUCTURES, AS WELL AS ANY EXISTING STORM SEWER SYSTEMS EFFECTED BY THE SITEWORK, AT THE END
<br />OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.
<br />13. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL
<br />VESTIBULES, SLOPED PAVING, EXIST PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND
<br />EXACT UTILITY ENTRANCE LOCATIONS.
<br />14. CONTRACTOR TO COORDINATE ALL BUILDING FOUNDATION OR RETAINING WALL DRAINS TO ENSURE PROPER
<br />COORDINATION TO EITHER A STRUCTURE OR DAYLIGHT.
<br />GRADING & DRAINAGE TESTING & INSPECTION REQUIREMENTS
<br />1. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE
<br />PROJECT BY THE OWNER.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE
<br />GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE LOCAL JURISDICTION AND/OR
<br />FDOT STANDARDS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT
<br />CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />SANITARY SEWER NOTES
<br />1. ALL SANITARY SEWER MAINS, FORCE MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
<br />COVER, UNLESS OTHERWISE NOTED ON THE PLANS.
<br />2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
<br />WHEN THE LOCAL UTILITY REQUIREMENTS ARE IN CONFLICT WITH THESE NOTES, THE LOCAL UTILITY
<br />REQUIREMENTS WILL GOVERN.
<br />3. PRIOR TO BIDDING AND COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR
<br />APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING CONNECTION
<br />POINTS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
<br />4. PVC GRAVITY SEWER WER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; ASTM D3034 SDR35 S E
<br />AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES CRITERIA FOR DEPTH, SOIL MATERIAL
<br />AND LOADING CONDITIONS.
<br />3' - 12' DEPTH SDR-26
<br />12' - 18' DEPTH SDR-26
<br />> 18' DEPTH DIP
<br />5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
<br />6. PVC FORCE MAINS 4"DIAMETER AND GREATER SHALL BE PRESSURE C900 CLASS 150200, SDR 1821, COLOR
<br />GREEN. FORCE MAINS LESS THAN 4"DIAMETER SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN. A
<br />GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE SHALL BE PLACED 1 FOOT BELOW THE PROPOSED GRADE.
<br />THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN"
<br />7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA
<br />C151) AND THE PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.511
<br />(AWWA C151).
<br />8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE
<br />POLYLINED OR EPDXY LINED.
<br />9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
<br />10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A
<br />PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON
<br />ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON
<br />THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN (10) COPIES OF THE CERTIFIED RECORD
<br />DRAWINGS TO THE ENGINEER.
<br />SAN/TAR Y SEWER TESTING & INSPECT/ON REQUIREMENTS
<br />1. ALL GRAVITY SEWER PIPING SHALL BE VIDEOTAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND
<br />THE ENGINEER.
<br />2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS
<br />REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL
<br />BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
<br />PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
<br />3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL
<br />REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL
<br />AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE
<br />CONTRACTOR'S RESPONSIBILITY.
<br />WATER SYSTEM NOTES
<br />1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. WHEN
<br />THE LOCAL UTILITY REQUIREMENTS ARE IN CONFLICT WITH THESE NOTES, THE LOCAL UTILITY REQUIREMENTS
<br />WILL GOVERN.
<br />3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE
<br />WATER LINES AS REQUIRED.
<br />4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 AWWA C151) AND THE PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA
<br />C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4
<br />(AWWA C104).
<br />5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350. FITTINGS
<br />SHALL CONFORM TO THE LATEST REVISION OF EITHER ANSI AWWA C110 A21.10 OR ANSI/AWWA
<br />C153/A21.53.. FITTINGS AND ACCESSORIES SHALL BE FURNISHED WITH MECHANICAL TYPE JOINTS IN
<br />ACCORDANCE WITH ANSI/AWWA C111 /A21.11.
<br />6 THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO
<br />ASSURE ADEQUATE FLUSHING AND DISINFECTION.
<br />7. ALL PVC WATER MAINS 3" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. POTABLE WATER
<br />PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241.
<br />FIRE LINE PIPE SHALL BE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 14.
<br />8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET
<br />THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE.
<br />9. SERVICE PIPES AND FITTINGS 2.5„ AND SMALLER SHALL BE POLYETHYLENE TUBING IN ACCORDANCE WITH
<br />AWWA C901, PE4710 (PC200) CTS SDR9, PC200) WITH COMPRESSION FITTINGS.
<br />10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE
<br />REQUIREMENTS OF AWWA C509.
<br />11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE
<br />LOCAL UTILITY AND FIRE MARSHAL.
<br />12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE
<br />WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION
<br />THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE
<br />WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL
<br />REGULATORY AGENCY.
<br />13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A
<br />PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND
<br />ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP
<br />STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE
<br />CONTRACTOR SHALL PROVIDE COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
<br />F. D. E. P. NOTES
<br />1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND
<br />METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS
<br />ASSOCIATION (AWWA) STANDARDS.
<br />2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER
<br />THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF
<br />INTERNATIONAL STANDARD 61.
<br />3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD,
<br />AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD.
<br />4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN
<br />ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR.
<br />(UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE
<br />EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED
<br />TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO
<br />THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT
<br />RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE
<br />INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE
<br />PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT
<br />WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS
<br />LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24-INCHES OR
<br />GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL
<br />AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED
<br />OR MARKED LIKE UNDERGROUND PIPE.)
<br />5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS
<br />PROJECT WILL BE EXTENDED TO AT LEAST 1-FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A
<br />SCREENED, DOWNWARD -FACING ELBOW.
<br />6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH
<br />APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES.
<br />7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED
<br />UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE
<br />INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT
<br />AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS
<br />OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED
<br />FOR A DEPTH OF AT LEAST 6-INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS
<br />PROJECT.
<br />8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED
<br />WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT.
<br />9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED
<br />OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN
<br />ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED
<br />WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH
<br />AWWA STANDARD C600.
<br />10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL
<br />BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF 3-INCHES
<br />OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE
<br />62-555.340, F.A.C.
<br />11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER
<br />SURFACE WATER WILL HAVE A MINIMUM COVER OF 2-FEET.
<br />WATER SYSTEM TESTING & INSPECTION REQUIREMENTS
<br />1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES
<br />SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY LOCAL AUTHORITIES
<br />HAVING JURISDICTION. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT, FIRE
<br />DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT INSPECTORS
<br />48-HOURS IN ADVANCE OF PERFORMING TESTS.
<br />2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL
<br />SAMPLING IN ACCORDANCE TO ITEM #10 OF THE "F.D.E.P. NOTES" SECTION OF THIS SHEET. CONTRACTOR
<br />SHALL OBTAIN CLEARANCE OF THE DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS
<br />(WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE PROVIDED TO THE ENGINEER AND
<br />OWNER.
<br />WATER CLEARANCE REQUIREMENTS
<br />1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST 3-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
<br />OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER
<br />FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,
<br />F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST 6-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND
<br />THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL
<br />DISTANCE OF AT LEAST 3-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY
<br />T T TER IN WILL BE LAID
<br />EXISTING OR PROPOSED GRAVITY TYPE SANITARY SEWER IF THE BOTTOM OF HE WA MA L
<br />AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST 6-FEET
<br />BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER
<br />NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST
<br />10-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED
<br />"ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM".
<br />2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL
<br />CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL
<br />BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6-INCHES ABOVE THE OTHER PIPELINE OR AT
<br />LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS
<br />THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED
<br />PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING
<br />RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12-INCHES ABOVE OR
<br />BELOW THE OTHER PIPELINE.
<br />3. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE
<br />OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR
<br />THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3-FEET FROM ALL JOINTS
<br />IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES
<br />CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, AND AT LEAST 6-FEET
<br />FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR
<br />PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
<br />DEMOLITION NOTES:
<br />1. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION CONTROL SYSTEMS AS SPECIFIED IN THE
<br />S.W.P.P.P. AND AS DIRECTED BY THE ENGINEER OR CITY OF ZEPHYRHILLS INSPECTOR TO PROTECT ADJACENT
<br />PROPERTIES AND WATER RESOURCES FROM EROSION AND SEDIMENTATION. MEASURES SHALL BE INSTALLED
<br />PRIOR TO DEMOLITION ACTIVITY.
<br />2. VARIATIONS TO CONDITIONS OR DISCREPANCY INACTUAL CONDITIONS AS THEY APPLY TO THE DEMOLITION
<br />R IDEVELOPMENT W RK AR T E RO HT TO THE ATTENTION OF THE OWNER OR OWNER'S
<br />O SITE 0 E 0 6 BROUGHT
<br />REPRESENTATIVE AND ENGINEER PRIOR TO THE COMMENCEMENT OF ANY SITE WORK.
<br />3. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES THAT ARE TO REMAIN AND PROTECT THEM
<br />FROM DAMAGE.
<br />4. CONTRACTOR TO CONDUCT ALL DEMOLITION OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR
<br />PRIVATE ACCESSES AND FACILITIES.
<br />5. PROTECT BENCH MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY MONUMENTS FROM DAMAGE OR
<br />DISPLACEMENT. IF A MARKER NEEDS TO BE REMOVED, IT SHALL BE REFERENCED BY A LICENSED LAND
<br />SURVEYOR AND REPLACED.
<br />6. PROVIDE TRAFFIC CONTROL AS REQUIRED, IN ACCORDANCE WITH THE U.S. DEPT. OF TRANSPORTATION
<br />"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND GOVERNING JURISDICTIONAL REQUIREMENTS.
<br />7. CONTRACTOR SHALL COORDINATE EXACT DEMOLITION LIMITS AND UTILITY REMOVAL/RELOCATION
<br />REQUIREMENTS WITH THE ENGINEER AND OWNER.
<br />8. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE COMPACTED PER GEOTECH
<br />RECOMMENDATIONS AND FILLED TO SUBGRADE ELEVATION TO AVOID WATER PONDING.
<br />9. ALL CONSTRUCTION/DEMOLITION DEBRIS, NOT REUSED AS STRUCTURAL FILL, SHALL BE DISPOSED OF OFFSITE
<br />IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.
<br />10. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF
<br />DEMOLITION AND CONSTRUCTION ACTIVITIES.
<br />11. CONTRACTOR IS ADVISED TO VISIT THE SITE AND MAKE THEMSELVES FAMILIAR WITH THE EXISTING SITE
<br />CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
<br />12. IF PRESENT, ALL POWER POLES ALONG RIGHT OF WAYS ARE TO REMAIN. RELOCATION OF POWER POLES MAY
<br />BE NECESSARY WITH NEW SITE ISSUES. THESE ARE TO BE COORDINATED WITH POWER COMPANY.
<br />13. DEMOLITION OF TELECOMMUNICATIONS LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER.
<br />CONTRACTOR TO VERIFY ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY SUCH SERVICE OFFSITE.
<br />14. DEMOLITION OF WATER LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR TO VERIFY
<br />ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY WATER SERVICE OFFSITE.
<br />15. DEMOLITION OF SEWER LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR TO VERIFY
<br />ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY SEWER SERVICE OFFSITE.
<br />16. NO UTILITIES SHALL REMAIN WITHIN ANY ON -GRADE BUILDING PAD AREAS.
<br />17. PROTECT EXISTING TREES/PLANT GROWTH AND FEATURES DESIGNATED TO REMAIN AS FINAL LANDSCAPE
<br />MATERIAL.
<br />18. IF PRESENT, ALL SEPTIC TANKS, DRAIN FIELDS, WELLS AND RELATED INFRASTRUCTURE TO BE ABANDONED
<br />AND/OR REMOVED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.
<br />19. CONTRACTOR TO INSTALL ALL PERIMETER EROSION CONTROL MEASURES PRIOR TO FULL IMPLEMENTATION OF
<br />DEMOLITION PLANS AND/OR COMMENCEMENT OF LAND DISTURBING ACTIVITIES. ONLY THOSE ITEMS
<br />NECESSARY FOR INSTALLATION OF PERIMETER EROSION CONTROL MEASURES SHALL BE REMOVED PRIOR TO
<br />THIS TIME.
<br />20. SEWER SERVICE CONNECTION MUST BE PLUGGED AT CLEAN -OUT PRIOR TO DEMOLITION. THIS WORK SHALL BE
<br />COMPLETED IN ADHERENCE TO JURISDICTIONAL REQUIREMENTS.
<br />PROPERTY LEGAL DESCRIPTION
<br />A PORTION OF TRACTS 25, 26, 39, 40, 41, 42,55 AND 56, ZEPHYRHILLS COLONY COMPANY LANDS SUBDIVISION AS RECORDED IN
<br />PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA AND A PORTION OF TRACT "U AND TRACT "H" OF
<br />THE PLAT ENTITLED ZEPHYR COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, PAGES 132 THROUGH 142 OF THE PUBLIC
<br />RECORDS OF PASCO COUNTY, FLORIDA, ALL LYING IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY,
<br />FLORIDA, CITY OF ZEPHYRHILLS; ALL BEING FURTHER DESCRIBED AS FOLLOWS:
<br />FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST,
<br />PASCO COUNTY, FLORIDA; THENCE ALONG THE NORTH BOUNDARY OF SAID SECTION 35, SOUTH 89°59'50" EAST, 1015.17 FEET
<br />TO THE INTERSECT OF THE EASTERN LINE OF THE PLAT ENTITLED ZEPHYR COMMONS PHASE 1, AS RECORDED IN PLAT BOOK
<br />65, PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE DEPARTING SAID SECTION LINE,
<br />SOUTH 00°09'45" WEST, ALONG SAID EASTER LINE, 2598.61 FEET TO A POINT ON THE NORTHERN LINE OF TRACT "F" (ADDITIONAL
<br />ROAD RIGHT-OF-WAY) OF SAID PLAT: THENCE NORTH 89°53'13" WEST, ALONG SAID NORTHERN LINE, 55.00 FEET; THENCE
<br />NORTH 00°09'45" EAST, 733.28 FEET, FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 00°09'45" EAST, 458.05 FEET;
<br />THENCE NORTH 20°46'40" WEST, 31.14 FEET; THENCE NORTH 89°50'15" WEST, 201.86 FEET; THENCE NORTH 00°00'10" EAST,
<br />250.44 FEET; THENCE SOUTH 89°38'24" WEST, 495.78 FEET; THENCE SOUTH 00°00'10" WEST, 656.01 FEET; THENCE SOUTH
<br />89°59'50" EAST, 36.67 FEET; THENCE SOUTH 00°00'10" WEST, 53.00 FEET; THENCE NORTH 89°59'50" WEST, 36.67 FEET; THENCE
<br />SOUTH 00°00'10" WEST, 148.08 FEET; THENCE SOUTH 89°59'50" EAST, 248.34 FEET; THENCE SOUTH 00°00'10" WEST, 35.78 FEET;
<br />THENCE SOUTH 89°59'50" EAST, 240.99 FEET; THENCE NORTH, 158.65 FEET; THENCE SOUTH 89°59'50" EAST, 218.07 FEET, TO THE
<br />POINT OF BEGINNING.
<br />SAID LAND CONTAINING 12.29 ACRES MORE OR LESS
<br />NOTE: THIS LEGAL DESCRIPTION IS PER THE SURVEY INCLUDED IN THIS PLAN SET PREPARED AND PROVIDED BY SIMMONS,
<br />BEALL AND TREBOUR, LLC, CERTIFIED TO ZEPHYR COMMONS OUTPARCELS LP, DATED 04/14/2022.
<br />ORDINANCE NO. 1411-21
<br />AN ORDINANCE OF THE CITY OF ZEPHYRHILLS,
<br />FLORIDA, APPROVING FOR A REZONING OF REAL
<br />PROPERTY WITHIN THE BOUNDARIES OF THE CITY OF
<br />ZEPHYRHILLS; CHANGING THE ZONING DESIGNATION
<br />FROM CITY C2 (COMMUNITY COMMERCIAL) TO CITY R4
<br />(MULTI -FAMILY RESIDENTIAL) FOR A PORTION OF
<br />PARCEL NO.: 35-25-21-0010-00700-0000, PROVIDING FOR
<br />CODIFICATION, SEVERABILITY, AND AN EFFECTIVE
<br />DATE.
<br />WHEREAS, the City Council has been given authority by the State of Florida pursuant to
<br />Chapter 163 and 166, Florida Statutes, to rezone property within the City limits upon receipt of
<br />written consent of the landowner, together with the approval of the City Council of said rezoning
<br />duly expressed by Ordinance; and
<br />WHEREA
<br />S, the City Council gave due public notice of hearings on the proposed rezoning
<br />as required by the Zephyrhills Land Development Code, as amended and Chapters 163 and 166,
<br />Florida Statutes; and
<br />WHEREAS, the Planning Commission, sitting as the Local Planning Agency, did hold a
<br />public hearing on the 20' day of October, 2020, to consider the proposed rezoning and has
<br />recommended approval; and
<br />WHEREAS, the City Council has determined that the R4 zoning category is consistent
<br />with the assigned Future Land Use classification of MU (Mixed Use) as established in the adopted
<br />Comprehensive Plan and would promote the general welfare of the public and would encourage
<br />proper development within the City.; and
<br />WHEREAS, the zoning amendment is consistent with the goals, objectives and policies
<br />of the Comprehensive Plan; and
<br />NOW, THEREFORE, BE IT ENACTED AND ORDAINED BY THE CITY COUNCIL OF
<br />ZEPHYRHILLS, FLORIDA, AS FOLLOWS:
<br />SECTION 1: The above Whereas clauses are hereby adopted and incorporated herein;
<br />SECTION 2: The following described lands, lying and being situated in Pasco County, to wit:
<br />Parcel ID No.: 35-25-21-0010-00700-0000
<br />Physical Address: No Physical Address Assigned
<br />Legal Description: See Exhibit "A"
<br />Assessed in Section 35, Township 25 South, Range 21 East of Pasco County, Florida.
<br />12.51 ac
<br />res M. O.L
<br />the zoning category is hereby changed from C2 to R4 and is included within the boundaries of the
<br />City of Zephyrhills, Florida.
<br />SECTION 3: All ordinances or parts of ordinances in conflict herewith are hereby repealed to the
<br />extent of such conflict.
<br />SECTION 4: That if any section, sentence, clause, or phrase of this ordinance is held to be invalid
<br />or unconstitutional by a court of competent jurisdiction, then said holding shall in no way affect
<br />the validity of the remaining portions of this ordinance.
<br />SECTION 5: This Ordinance shall become effective upon passage on the second reading and
<br />signing by the Mayor.
<br />S 2.EP r
<br />. ek . V90ing..!Y stance No. 1411-21 was read and passed on the first reading in an open and
<br />regular meeting *ot 0�1,City Council of the City of Zephyrhills, Florida, on this 14's day of
<br />� 6cemher, 2020. : e
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<br />rO yLon L. Htf , CityClerk Charles E. Proctor, uncil President
<br />The foregoing Ordinance'No. 1411-21 was read and passed on the second reading, following a
<br />pub4wh4"&01_an open and regular meeting of the City Council of the City of Zephyrhills,
<br />Frhin'[ia; on°fifis;l day of January, 2021.
<br />d . ` Lori L..:Hillrtlan,:City Clerk Charles E. Proctor, Council President
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<br />Thi°&t�rW?T'' yk6i luSance No. 1411-21 was approved by me this I I' day of January, 2021.
<br />. '04�.,,,�.?t��
<br />G e Whitfield M r
<br />Approved as to legal form and content to
<br />Matthew E. Maggard, eit� Attorney
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<br />DRAWN BY FCHECKED BY
<br />TLF RCL
<br />DATE
<br />06/29/2020
<br />SHEET TITLE
<br />GENERAL NOTES &
<br />SPECIFICATIONS
<br />SHEET NUMBER
<br />C-0.1
<br />ha ,"I? ft. "M-M
<br />
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