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SITEXIORAOor PLANS FOR. -
<br />CI T Y OF ZEPHYRHILLS, FL ORIL�A
<br />Section 35, To��shio 25 South, Ra�ge 21 East, P/D gJw--2,5-2k0010-00700-0000
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<br />legend. scale bar map creation date. Commun' ity identifiers.
<br />FIRM panel number and FIRM effective date. Map images for
<br />unmapped and unmodernized areas cannot be used for
<br />Feet 1 :6 000 2s, 15b9 6- t,J
<br />0 250 500 1,000 1, 500 2,000
<br />regulatory purposes.
<br />Know what's below.
<br />Call before you dig.
<br />THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON
<br />THESE DRAWINGS ARE APPROXIMATE h WERE OBTAINED FROM
<br />OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HAINES,
<br />GIPSON i ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN
<br />ARE EXACT. IT SHALL BE THE RESPONSIBIUTY OF THE OWNER OF THE
<br />PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETUNI E EXACT
<br />LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) d TO
<br />NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.
<br />CAUTION -NOTE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
<br />THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UTIUTY COMPANIES AND,
<br />WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />THE INFORMATION IS NOT TO BE RELIED ON AS BEING
<br />EXACT OR COMPLETE. FL LAW REQUIRES THE
<br />CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER
<br />AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
<br />REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />COORDINATE THE RELOCATION OF ALL THE UTILITIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />SHOWN ON THE PLANS.
<br />F.I.R.M. PANEL NOTE: THE APPLICANT IS CURRENTLY PREPARING AND PROCESSING A L.O.M.R.
<br />WITH F.E.M.A. TO REMOVE AND/OR RELOCATED THE EXISTING FLOODPLAIN(S) LOCATED ON
<br />THE SUBJECT 12.51-ACRE SITE. THESE DOCUMENTS ARE BEING PREPARED BY OTHERS. WORK
<br />WITHIN THESE AREAS SHALL NOT COMMENCE UNTIL THE NECESSARY APPROVALS AND/OR
<br />PERMITS HAVE BEEN ISSUED, HAINES, GIPSON & ASSOCIATES SHALL NOT RESPONSIBLE FOR
<br />UNAUTHORIZED WORK WITHIN THE DEPICTED FLOODPLAIN AREA(S).
<br />BUILDINGS & ARCHITECTURE SHALL CONFORM WITH
<br />THE DESIGN GUIDELINES FOR ZEPHYR COMMONS.
<br />STORMWATER MANAGEMENT IS PROVIDED OFF -SITE
<br />IN AN EXISTING MASTER DRAINAGE RETENTION AREA.
<br />ZEPHYR COMMONS OUTPARCELS, LP
<br />400 CLEMATIS STREET, SUITE 201
<br />WEST PALM BEACH, FLORIDA 33401
<br />CONTACT: TODD ADDISON
<br />Taddison@nadg.com
<br />Phone: 678-977-3362
<br />HAINES GIPSON & ASSOCIATES
<br />Civil • Structural • Bridge
<br />1550 North Brown Road, Suite 100
<br />Lawrenceville, GA 30043
<br />Phone: 770-491-7550 • Fax: 770-491-7550
<br />CONTACTS: R. Clay Lewis, P.E.
<br />F. D. O. T. DRAINAGE NOTE
<br />NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T.
<br />DRAINAGE SYSTEMS AND/OR WITHIN F.D O.T.
<br />CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL
<br />BE MADE AND STORMWATER FLOWS THROUGH THE
<br />SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T.
<br />DRAINAGE PERMIT HAS BEEN ISSUED.
<br />TOTAL SITE AREA = 112.83 ACRES�,\
<br />DISTURBED AREA:
<br />• Multi-Femilyy =- &12.7 Acres
<br />• Connector Rd. - &0.8 Acres
<br />•TOTAL = 113.3
<br />ERP 04032080.00 DESIGN CRITERIA
<br />*SITE IS LOCATED WITHIN BASIN-1 AND ALLOWS FOR 85Z
<br />IMPERVIOUS AREA COVERAGE. THEREFORE, 859 OR f 10.63
<br />ACRES OF THE SUBJECT SITE WAS ACCOUNTED FOR /N THE
<br />ORIGINALLY APPROVED DESIGN CRITERIA.
<br />IMPERVIOUS AREA = ±10.63 AC. (855%)
<br />PERVIOUS AREA = +1.88 AC. (15%)
<br />POST -DEVELOPED: ~)
<br />IMPERVIOUS AREA = t7.68 AC. (60.01-0
<br />PERVIOUS AREA = t5.15 AC. (40.0%)
<br />•--44._,._ _-N-tiA, -_ g
<br />STORUWA TER MANAGEMENT.•
<br />STORMWATER DETENTION FOR THE SUBJECT SITE IS PROVIDED
<br />OFFSITE VIA AN EXISTING WET RETENTION POND FACILITY
<br />ABUTTING THE NORTHEAST CORNER OF THE SUBJECT SITE.
<br />THIS EXISTING FACILITY WAS CONSTRUCTED AS PART OF THE
<br />OVERALL ZEPHYR COMMONS DEVELOPMENT UNDER E.R.P.
<br />32080.000. THE PROPOSED MULTI -FAMILY DEVELOPMENT IS IN
<br />COMPLIANCE WITH THE ORIGINALLY APPROVED HYDROLOGIC
<br />DESIGN PARAMETER FOR WHICH THIS EXISTING STORMWATER
<br />FACILITY WAS DESIGNED TO ACCOMMODATE. THEREFORE, NO
<br />ADVERSE IMPACT TO DOWNSTREAM PROPERTIES SHOULD OCCUR
<br />AS A RESULT OF THE PROPOSED DEVELOPMENT.
<br />CIay.Lewis@hainesgipson.com
<br />Luke Ferguson, P.E.
<br />Iferguson@hainesgipson.com
<br />CORROSIONRESISTANCE OF CONSTRUCTIONMA TER/AL S NOTE. -
<br />PER GEOTECHNICAL INFORMATION ON THE SURROUNDING SITE(S) PROVIDED BY THE OWNER, THE IN -SITU SUBSURFACE
<br />SOIL GROUPS HAVE A HIGH CORROSION RISK T0 CONCRETE AND A MODERATE CORROSION RESISTANCE TO STEEL. IN AN
<br />EFFORT TO OFFSET THIS INCREASED RISK, IT IS RECOMMENDED THAT A TYPE-V AND/OR TYPE -II CEMENT BE UTILIZED.
<br />BURIED METAL APPURTENANCES AND FITTINGS, WHICH ARE SUSCEPTIBLE TO CORROSION, SHOULD BE STAINLESS STEEL,
<br />EPDXY COATED, OR ENCASED IN POLYETHYLENE WRAP. BOLTS, NUTS, AND WASHERS SHOULD BE MADE OF STAINLESS
<br />STEEL OR BRONZE, OR COATED WITH EPDXY.
<br />GENERAL NO TES.
<br />1. SITE IS LOCATED NORTHEAST OF GALL BOULEVARD & PRETTY POND ROAD, PARCEL ID #35-25-21-0010-00700-0000,
<br />PASCO COUNTY, CITY OF ZEPHYRHILLS, FLORIDA. PER ZONING ORDINANCE #1411-21, SITE IS ZONED R4, RESIDENTIAL
<br />2. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE THE CONSTRUCTION OF A MULTI -FAMILY APARTMENTS
<br />DEVELOPMENT AND SUPPORTING INFRASTRUCTURE ON AN UNDEVELOPED OUTPARCEL TRACT WITHIN THE EXISTING ZEFHYR
<br />COMMONS DEVELOPMENT.
<br />3. SITE AREA = ±12.83 ACRES
<br />4. TOTAL DISTURBED AREA = ±13.3 ACRES.
<br />5. BOUNDARY SURVEY INFORMATION SHOWN IS PER "PLAT" PREPARED BY SIMMONS, BEALL AND TREBOUR, LLC, DATED
<br />10/20/2020. TOPOGRAPHIC SURVEY INFORMATION SHOWN IS PER "TOPOGRAPHIC SURVEY" PREPARED BY MAURICE W.
<br />BEALL, PROFESSIONAL LAND SURVEYOR, DATED 05/21/2020.
<br />6. NO WETLANDS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT SITE.
<br />7. ALL UTILITIES IN AREAS OF CONSTRUCTION TO BE FIELD LOCATED AND VERIFIED PRIOR TO BEGINNING CONSTRUCTION
<br />8. NOTIFY CITY INSPECTOR 24-HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION.
<br />9. NO CONSTRUCTION ACTIVITY IS PERMITTED PRIOR A.H.J. APPROVAL(S) AND PERMIT ISSUANCE.
<br />10. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWN AREAS SHALL BE COORDINATED WITH THE
<br />OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES.
<br />11. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (A.D.A ).
<br />SEE ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE.
<br />12. NEW HANDICAP STALLS AND STRIPING NOT TO EXCEED 2% (1:50) SLOPE IN ANY DIRECTION.
<br />13. ALL CONSTRUCTION TO CONFORM TO CITY OF ZEPHYRHILLS AND THE STATE OF FLORIDA STANDARDS AND SPECIFICA -IONS
<br />WHETHER OR NOT REVIEW COMMENTS WERE MADE.
<br />14. ALL EXTERIOR LIGHTING SHALL BE GLARE SHIELDED AND NON -DIRECTIONAL TO PREVENT DIRECT ILLUMINATION OF
<br />ADJACENT PROPERTIES.
<br />15. MAXIMUM CUT / FILL SLOPES = 3 HOR. TO 1 VERT.
<br />16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND/OR NUISANCE
<br />AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES
<br />ARE NECESSARY TO CORRECT AND/OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAM/,GES
<br />DUE TO DUST.
<br />17. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS AND BONDS AS DEEMED NECESSARY BY FHE
<br />LOCAL AUTHORITY AND STATE OF FLORIDA.
<br />18. CONTRACTOR SHALL CONTACT THE OWNER, IN WRITING, NOT LESS THAN 30 DAYS MINIMUM PRIOR TO ANY CONSTRUCTION
<br />ACTIVITIES TO VERIFY MARKING OF EXISTING UTILITY SERVICES.
<br />19. ALL DIMENSIONS TO / FROM FACE OF CURB UNLESS NOTED OTHERWISE. RADIUS DIMENSIONS ARE 4' UNLESS OTHERWISE
<br />NOTED.
<br />20. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER EXISTING AND PROPOSED UTILITIES AS REQUIRED BY THE CITY DF
<br />ZEPHYRHILLS AND/OR THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
<br />21. CONTRACTOR TO COORDINATE RELOCATION/MODIFICATION OF EXISTING UTILITIES AS REQUIRED BY THE AUTHORITY HAVING
<br />JURISDICTION.
<br />22. EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND BL
<br />MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
<br />23. CONTRACTOR RESPONSIBLE FOR COMPLIANCE OF ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REGULATED BY THE CITY
<br />OF ZEPHYRHILLS AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. ANY FINES AND/OR COSTS WHICH ARE THE
<br />RESULT OF NON-COMPLIANCE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
<br />24. ALL PAVEMENT MARKINGS, STRIPING AND SIGNAGE SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THIF
<br />FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
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<br />2020 Microsoft Corporation rc 2020 HERE I,j " I
<br />LOCATION MAP
<br />EST. CONSTRUCTION SCHEDULE
<br />2022 2023
<br />FEB. i MARCH I APRIL I MAY I JUNE I ULY I AUG I SEP. i OCT. I Nov. I DEC. I JAN. I FEB. I MARCH I APRIL I MAY I JUNE JULY
<br />INSTALL TREE SAVE FENCING
<br />INSTALL CONSTRUCTION EXIT do SILT FENCE SEDIMENT BARRIERS
<br />CLEARING/GRUBBING OF EXISTING VEGETATION ONLY AS NECESSARY INSTALL TEMP. SKIMMER BASINS,
<br />INLET PROTECTION BMP's, SILT FENCE SEDIMENT BARRIERS (E.G. INITIAL PERIMETER CONTROLS)
<br />CLEARING/GRUBBING OF EXISTING VEGETATION
<br />INSTALLATION OF F.D.O.T. STORM LINE/DRAINAGE STRUCTURES THRU SITE
<br />MASS GRADING OF THE OVERALL SITE
<br />TEMPORARY VEGETATION
<br />INSTALLATION OF STORM, SERWERAGE, AND UTILITIES
<br />BUILDING PAD PREP do FOOTING/FOUNDATIONS
<br />INSTALL CURB/GUTTER & PAVEMENT BASE
<br />VERTICAL BUILDING CONSTRUCTION
<br />FINAL GRADING do PAVING
<br />PERMANENT VEGETATION/LANDSCAPING
<br />INSTALL AND MAINTAIN EROSION
<br />CONTROL DEVICES AS NEEDED
<br />Sheet Title
<br />AFTER SITE STABILIZATION, REMOVE EROSION CONTROL DEVICES
<br />SHEET INDEX
<br />C-0.0
<br />COVER SHEET
<br />BOUNDARY SURVEY
<br />TOPOGRAPHIC SURVEY
<br />C-0.1
<br />GENERAL NOTES & SPECIFICATIONS
<br />C-0.2
<br />SITE REFERENCE PLAN
<br />C-0.3
<br />DEMOLITION PLAN
<br />C-1.0
<br />SITE PLAN
<br />C-1.1
<br />NEW CONNECTOR ROAD PLAN
<br />C-1.2
<br />NEW CONNECTOR ROAD PLAN
<br />C-2.t1
<br />UTILITY PLAN
<br />C-2.1
<br />UTILITY NOTES
<br />C-3.0
<br />GRADING PLAN
<br />C4.0
<br />S.W.P.P. PLAN - INITIAL PHASE
<br />C4.1
<br />S.W.P.P. PLAN - INTERMEDIATE PHASE
<br />C4.2
<br />SAN'T.P. PLAN NOTES
<br />C-5.0
<br />STORM SEWER PIPE PROFILES
<br />C-5.1
<br />STORM SEWER PIPE PROFILES
<br />C-5.2
<br />STORM SEINER PIPE PROFILES
<br />C-5.3
<br />STORM SEWER PIPE PROFILES
<br />C-6.0
<br />SANITARY SEWER PIPE PROFILES
<br />C-6.1
<br />SANITARY SEWER PIPE PROFILES
<br />C-7.0
<br />SITEWORK CONSTRUCTION DETAILS
<br />C-7.1
<br />SITEWORK CONSTRUCTION DETAILS
<br />C-7.2
<br />SITEWORK CONSTRUCTION DETAILS
<br />C-8.0
<br />UTILITEES CONSTRUCTION DETAILS
<br />C-8.1
<br />UTLILTIES CONSTRUCTION DETAILS
<br />C-8.2
<br />UTIILTIESCONSTRUCTION DETAILS
<br />C_9,0
<br />GRADING & DRAINAGE CONSTRUCTION DETAILS
<br />C-9.1
<br />GRADING & DRAINAGE CONSTRUCTION DETAILS
<br />C-9.2
<br />GRADING & DRAINAGE CONSTRUCTION DETAILS
<br />C-9.3
<br />GRADING & DRAINAGE CONSTRUCTION DETAILS
<br />C-9.4
<br />GRADING & DRAINAGE CONSTRUCTION DETAILS
<br />Sheet Title
<br />C-10.0 S.W.P.P.P. CONSTRUCTION DETAILS
<br />C-10.1 S.W.P.P.P. CONSTRUCTION DETAILS
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<br />OVERALL HARDSCAPE PLAN
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<br />POOL AREA HARDSCAPE
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<br />PLAN
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<br />L-102
<br />DOG PARK TOT LOT HARDSCAPE PLAN
<br />L-200
<br />OVERALL LANDSCAPE PLAN
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<br />L-201
<br />LANDSCAPE PLAN
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<br />LANDSCAPE PLAN
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<br />LANDSCAPE PLAN
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<br />LANDSCAPE PLAN
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<br />L-205
<br />LANDSCAPE PLAN & NOTES
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<br />L-206
<br />LANDSCAPE DETAILS PLAN
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<br />L-300
<br />OVERALL IRRIGATION PLAN
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<br />L-301
<br />IRRIGATION PLAN
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<br />L-302
<br />IRRIGATION PLAN
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<br />IRRIGATION PLAN
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<br />E,
<br />E F FIE
<br />L-305
<br />IRRIGATION PLAN
<br />L-106
<br />IRRIGATION DETAILS & SCHEDULE
<br />Z
<br />••(
<br />M
<br />L-307
<br />IRRIGATION NOTES
<br />DRAWN BY
<br />CHECKED
<br />BY
<br />TLF
<br />RCL
<br />L400 OVERALL LANDSCAPE LIGHTING PLAN
<br />L401
<br />LANDSCAPE LIGHTING PLAN
<br />DATE
<br />L402 LANDSCAPE LIGHTING PLAN
<br />L-500
<br />HARDSCAPE DETAILS PLAN
<br />06/29/2020
<br />L501
<br />HARDSCAPE DETAILS PLAN
<br />SHEET TITLE
<br />L-502
<br />HARDSCAPE DETAILS PLAN
<br />L-503
<br />HARDSCAPE DETAILS PLAN
<br />COVER SHEET
<br />L-504
<br />HARDSCAPE DETAILS PLAN
<br />L-505
<br />HARDSCAPE DETAILS PLAN
<br />SHEET NUMBER
<br />L-506
<br />HARDSCAPE DETAILS PLAN
<br />C-0.0
<br />HGA ✓OB No. 2020-1fi
<br />
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