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CONSTRUCTION PLANS FOR
<br />MAJESTIC OAKS COMMUNITY EXPANSION
<br />3571 LAUREL VALLEY BLVD.
<br />ZEPHYRHILLS, PASCO COUNTY, FL 33542
<br />OUTSIDE CITY LMTS . �- ` ZONED R2
<br />OUTSIDE CITY LMTS
<br />ZFxZONED LI
<br />II \`
<br />SOILS MAP
<br />N.T.S.
<br />SOIL SERIES
<br />2 POMONA FINE SAND
<br />5 MYAAKA-MYAAKA, WET FINE SANDS, 0-2% SLOPES
<br />6 TAVARES SANDS, 0-5% SLOPES
<br />e
<br />MAJESTIC OAKS COMMUNITY EXPANSION (PHASE II-B
<br />TOTAL SITE AREA: 52.21 AC.
<br />ZONING- PUD
<br />FUTURE LAND USE IS DESIGNATED AS MOBILE HOME/RV PARK
<br />DEVELOPMENT TEAM
<br />OWNER
<br />NHC-FL-115, LLC
<br />27777 FRANKLIN ROAD, SUITE 200
<br />:>'7UTHFiELD, MI 48034
<br />PHONE: 248-208-2595
<br />CONTACT: JONATHAN COLMAN
<br />ENVIRONMENTAL
<br />UNIVERSAL ENGINEERING
<br />SERVICES, INC.
<br />9802 PALM RIVER ROAD
<br />TAMPA, FL 33619
<br />SITE
<br />MAJESTIC OAKS RV RESORT
<br />3571 LAUREL VALLEY BL`.-
<br />ZEPHYRHILL, FL 33542
<br />GEOTECHNICAL
<br />UNIVERSAL ENGINEERING
<br />SERVICES, INC.
<br />9802 PALM RIVER ROAD
<br />TAMPA, FL 33619
<br />—ZONED: R3
<br />ZONED: PUD Rti
<br />ZONED OP
<br />y(`OUTSIDE CITY LMTS
<br />ZONED C2
<br />y l
<br />ZONED: PUD
<br />ZONING MAP
<br />N.T S.
<br />SURVEYOR/CIVIL ENGINEER
<br />ATWELL, LLC
<br />800 PARKWAY PLACE, SUITE 700
<br />MARIETTA, GA 30067
<br />PHONE- 770-423-0807
<br />FAX: 770-423-1262
<br />CONTACT: DAN GIBBS
<br />ARBORIST
<br />PLACEMAKER DESIGN STUDIO, LLC
<br />3000 GULF TO BAY BLVD., SUITE 402
<br />CLEARWATER, FL 33579
<br />GOVERNING AGENCIES AND UTILITY CONTACTS
<br />CITY OF
<br />ZEPHYRHILLS
<br />PLANNING DEPT.
<br />5335 8TH STREET
<br />ZEPHYRHILLS, FL 33542
<br />PHONE: 813-780-0005
<br />CITY OF
<br />ZEPHYRHILLS
<br />WATER DEPT.
<br />39421 SOUTH AVENUE
<br />ZEPHYRHILLS, FL 33542
<br />PHONE: 813-780-0028
<br />CITY OF DUKE ENERGY
<br />ZEPHYRHILLS (POWER)
<br />WASTEWATER DEPT. 2166 PALMETTO ST.
<br />39825 ALSTON AVENUE CLEARWATER, FL 33765
<br />ZEPHYRHILLS, FL 33542 PHONE: 727-562-3903
<br />PHONE: 813-780-0029 CONTACT: DARRYL FOSHEE
<br />VICINITY MAP
<br />N.T.S.
<br />APPLICANT
<br />ATWELL, LLC
<br />1800 PARKWAY PLACE, SUITE 700
<br />MARIETTA, GA 30067
<br />PHONE: 770-423-0807
<br />FAX: 770-423-1262
<br />CONTACT: DAN GIBBS
<br />LEGAL DESCRIPTION
<br />ALSO DESCRIBED AS:
<br />A portion of the North % of Section 24, Township 26 South, Range 21 East, Pasco County, Florida,
<br />all being further described as follows:
<br />CWMENCING of a 5/°" rebar fond at the Northeast comer of the West 1/2 of the Northeast 1/4
<br />of Section 24, Township 26 South, Range 21 East;
<br />Thence, South 0016'02' West, a distance of 20.00 feet to a concrete monument found and used at
<br />the Northeast comer of the sub*t property, said point being the POINT OF BEGINNING of herein
<br />described tract;
<br />Thence, continuing South 0016'02" West, a distance of 1252.50 feet to a concrete monument found
<br />and used;
<br />Thence, South 89'47'04" West, a distance of 628.15 feet to a concrete monument found and used;
<br />diThence, South 0017'43' West, a distance of 730.93 feet to a concrete monument found and used;
<br />Thence, along a curve to the left, having a radius of 11519.16 feet, an interior angle of 00'18'06', a
<br />tangent of 30.32 feet, a chord having a bearing of South 81'56'14' West at a distance of 60.64 feet,
<br />and an overall orc length of 60.64 feet to a coped rebor found and used;
<br />Thence, North 00*17*43' East, a distance of 303.25 feet to a concrete monument found and used;
<br />Thence, along a curve to the left, having a radius of 11819.16 feet, an interior angle of 03'208', a
<br />tangent of 359.91 feet, a chord having a bearing of South 1850'35" West at a distance of 719.47
<br />feet, and an overall arc length of 719.59 feet to a capped rebar found and used;
<br />Thence, South 00*19'33' West, a distance of 5Z12 feet to a 5/8' iron pin set;
<br />Thence, South 77'42'55" West, a distance of 51.24 feet to a 5/8' Iron Pin Set;
<br />Thence, North 00'19'33" East, a distance of 1518.73 feet to a 5/8" Iron Pin Set:
<br />Thence, North 4456'11" West, a distance of 495.08 feet to a capped rebar found and used;
<br />Thence, North 89'48'05" East, a distance of 481.69 feet to a concrete monument found and used;
<br />Thence, North 89'47'04' East, a distance of 1,315.07 feet to the POINT OF BEGINNING of herein
<br />described tract.
<br />EXCEPTING therefrom Lots 17, 18, 25, 32, 119 and 120 as shown on Plat Book 35, Pages 107-112 of
<br />the Pasco County Records.
<br />Said premises contains 52.2121 Acres (2,274,360 Sq. Ft.) of land, more or less, and being subject to
<br />all legal highways and easements of record.
<br />Together with an easement recorded in OR 5776, Page 191 Pasco County Records Easement for
<br />drainage over and across said property.
<br />? Ire 4 Imo
<br />FEMA MAP
<br />(PHASE
<br />N.T.S.
<br />NOTE: BASED ON GRAPHIC DETERMINATION, THIS PROPERTY DOES LIE
<br />IN A F.E.M.A./F.I.R.M.SPECIAL FLOOD HAZARD AREA (ZONE "AE") PER
<br />COMMUNITY PANEL NO. 12101CO458F DATED SEPTEMBER 26, 2014.
<br />PROJECT NARRATIVE
<br />THE EXISTING PARK IS EXPANDING TO MEET AN IDENTIFIED NEED FOR ADDITIONAL
<br />CAPACITY TO SERVE PERMANENT RESIDENTS AS WELL AS LONG TERM SEASONAL GUESTS.
<br />EXISTING ZONING OF THE EXPANSION AREA IS PUD AND MATCHES THE EXISTING PARK
<br />ZONING. THE FUTURE LAND USE IS DESIGNATED AS MOBILE HOME/RV PARK.
<br />THE PLANNED USE OF PHASE IIB INCLUDES AN ADDITIONAL 122 PARK MODEL SITES AND 27
<br />RV SITES. RELOCATION OF EXISTING SITE AMENITIES TO OTHER AREAS OF THE PROPERTY IS
<br />ALSO PROPOSED.
<br />IT IS INTENDED FOR THE EXPANSION TO BE AGE RESTRICTED TO 55+ AND RECORDED
<br />RESTRICTIONS WILL REFLECT THE DETAILS. THE TYPICAL PARK MODEL UNIT WILL BE OF
<br />SIMILAR ARCHITECTURE TO THOSE CURRENTLY IN THE PARK AND A TYPICAL INDIVIDUAL
<br />SITE LAYOUT IS INCLUDED ON THE OVERALL DEVELOPMENT PLAN.
<br />THIS EXPANSION IS A REVISION OF A PREVIOUSLY SUBMITTED AND APPROVED PHASE IIB
<br />PLAN. THE CURRENT PROPOSED DENSITY AND IMPERVIOUS AREA IS LESS THAN THE
<br />PREVIOUS PLAN REQUESTED. STORM WATER MANAGEMENT WILL UTILIZE THE EXISTING
<br />RETENTION FACILITY IN THE NORTH WEST CORNER OF THE EXPANSION AREA. THIS FACILITY
<br />WAS ORIGINALLY DESIGNED AND CONSTRUCTED TO ACCEPT RUNOFF FROM THIS PHASE OF
<br />DEVELOPMENT. THIS HAS BEEN CONFIRMED WITH SWFWMD ENGINEERS. THE PROPOSED
<br />STORM WATER CONVEYANCE SYSTEM WILL REFLECT THE ORIGINAL DESIGN PARAMETERS.
<br />*NOTE: A TRAFFIC STUDY IS NOT REQUIRED. PROPOSED
<br />DENSITY IS LESS THAN THE THE PREVIOUSLY APPROVED
<br />DENSITY,
<br />THE PROJECT RECEIVED SITE PLAN (DATED
<br />09/20/2017) APPROVAL FROM THE CITY OF
<br />ZEPHYRHILLS ON 10/11/2017.
<br />ALL MATERIAL AND WORKMANSHIP USED ON THIS PROJECT SHALL CONFORM WITH THE LATEST F.D.O.T., F.D.E.P., PASCO COUNTY, & CITY OF ZEPHYRHILLS SPECIFICATIONS
<br />I I B)
<br />P'e6,sri'ED vCIN!Di I
<br />n ee. r Ff'ti i t fit_ h
<br />~; OVAL EXPIRES tjJ_ JA �6_
<br />AERIAL MAP
<br />N.T.S.
<br />Sheet List Table
<br />Sheet Number
<br />Sheet Title
<br />C000
<br />COVER
<br />C001
<br />ALTA SURVEY
<br />C100
<br />DEMOLITION PLAN
<br />C200
<br />SITE PLAN
<br />C300
<br />GRADING PLAN
<br />C310
<br />STORM PROFILES
<br />C320
<br />ROAD PLAN AND PROFILES
<br />C321
<br />ROAD PLAN AND PROFILES
<br />C322
<br />ROAD PLAN AND PROFILES
<br />C323
<br />ROAD PLAN AND PROFILES
<br />C324
<br />ROAD PLAN AND PROFILES
<br />C400
<br />UTILITY PLAN
<br />C500
<br />EROSION CONTROL PLAN
<br />C700
<br />DETAILS
<br />C701
<br />DETAILS
<br />C702
<br />DETAILS
<br />C703
<br />DETAILS
<br />C704
<br />DETAILS
<br />C705
<br />DETAILS
<br />C706
<br />DETAILS
<br />C800
<br />EROSION CONTROL DETAILS
<br />L000
<br />TREE REMOVAL AND PRESERVATION PLAN
<br />L1.0
<br />LANDSCAPE PLAN (BY OTHERS)
<br />L2.0
<br />LANDSCAPE PLAN (BY OTHERS)
<br />SUBMITTAL DATE
<br />PRELIMINARY DEVELOPMENT PLAN SUBMITTAL - 09/20/2017
<br />DEVELOPMENT PERMIT SUBMITTAL - 02/07/2018
<br />DEVELOPMENT PERMIT RE -SUBMITTAL - 04/19/2018
<br />APPROVALS
<br />room Know what's below.
<br />Call before you dig.
<br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
<br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
<br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
<br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
<br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
<br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
<br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
<br />ALL UNDERGROUND UTILITIES.
<br />NOTICE:
<br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY
<br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE
<br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY
<br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS
<br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR
<br />OF ANY OTHER PERSONS.
<br />COPYRIGHT ©2018 ATWELL LLC NO
<br />REPRODUCTION SHALL BE MADE WITHOUT THE
<br />PRIOR WRITTEN CONSENT OF ATWELL LLC
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<br />DATE
<br />02/07/2017
<br />04/19/2018: CITY COMMENTS
<br />REVISIONS
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<br />DRAWN BY: AS
<br />CHECKED BY:DG
<br />PROJECT MANAGER: DG
<br />JOB #: 16002627
<br />FILE CODE: ##
<br />SHEET NO. C000
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