HomeMy WebLinkAbout2001 Villages of Lake Delores Conceptual Development Plan (Box 10 #30)SITE DATA
TAX PARCEL ID#
CON
TANS
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CONCEPTUAL DEVELOPMENT PLAN
FOR THEE VILLAGES
64th AVE.
SEBASTIAN
OF
FL 329!)b
LAKE DELORES
29-31-39-00000-3000-00014.0
PROPERTY OWNER
A r�aryric coasr TOWER of FL ORIDA
7207 U.S. HIGHWAY Jf1, SUITE 230
NORTH PALM BEACH, FL
CON TA C T.- LEE CHA PMA N
PHONE: (561) 694-9445
TELEPHONE COMPA
13EL L sou TH
INSPECTIONS DEPARTMENT
1
Cl TY of SEBA S TIA N
33408 POWER COMPANY
FLORIDA POWER & LIGHT
ATTN: PEDRO RUBIERA
NY 3307 ORANGE AVENUE
FT. PIERCE, FL 34947
(561) 489-6231
KIMLEY-H:ORN
AND ASSOCIATES
RUSSELL C. MORRISON, P.E.
4431 EMBARCADERO DRIVE
WEST PALM BEACH, FL 3,3407
(561) 845— 066
This docunlAnt, together with the concepts and designs presented herein, as an
Instrument of service, is intended only for the specific purpose and client for
which it was prepared. Reuse of and Improper reliance on this document
without written authorization and adaptation by Kimley—Horn and Associates,
Inc. shall be without liability to Kimley—Horn and Associates, Inc.
INC.
PROJECT DESCRIP TION
THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND
ASSOCIATED EQUIPMENT SHELTERS.
WE PROPOSE TO INSTALL CELLULAR EQUIPMENT AND ANTENNAS THE PROPOSED
TOWER SITE.
NAD 27 (1990) LATITUDE: 27'45'21.4" N
NAD 27 (1990) LONGITUDE: 80'27'28.2" W
NAD 83 (1990) LATITUDE: 27'45'22.5" N
NAD 83 (1990) LONGITUDE: 80'27'27.4" W
NGVD (1929) GROUND ELEVATION (NGVD) 24.57'f
PROPOSED TOWER HEIGHT (AGL): 175.0'
FAA TBD
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SHEET No.
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INDEX OF DRAWINGS
r-I C 0 VER SHEET
SUR VE Y
C—7 OVERALL SITE PLAN
Ply ANNT / Y PLAN
DATE: 29 NOVEMBER, 2001
1
SLIt-NALE
101no
REGISTRATION NUMBERS
KIMLEY HORNI & ASSOCS., INC. EB0000696
DAVID STEWART PE 31180
CHARLES GEER PE 31435
KIRK DROST li PE 51910
RUSSELL MORRISON PE 51567
MARK FAIRCHILD PE 51597
ANGELINA G. I FAIRCHILD PE 43958
SETH SCHMID PE 54640
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PROJECT NO.
044291011
DRAWING NO.
T-1
SHT. NO.
1 OF 3
DEC 1 1 2001
FOUND 314' IRON PIPE -
NX CDR. OF S.E. 114
OF N-W- 1/4 OF SEC. 29,
TWP. 31 S, RGE. 39E
S89'23'32"E
FOUND 5/8'
IRON �
334.12'
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DESCRIPTION OF PROPOSED LEASE PARCEL
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A parcel of land lying in the Southwest 1/4 of the Southeast 1/4 of the
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Northwest 1/4 of Section 29, Township 31 South, Range 39 East, Indian
GRAPHIC
River County, Florida, said parcel being more particularly described as follows:
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Commencing at a spike at the Southwest corner of said Southeast 1/4 of
30 0 15 30
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the Northwest 1/4 of Section 29, said point I ing in the centerline of 64th
Avenue (a.k.a. Braxton Road, 50' right—of—way), proceed North 00' 22' 47"
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West along the West line of said Southeast 1/4 of the Northwest 1/4 of
(IN FEET)
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Section 29 and the centerline of 64th Avenue a distance of 154.32 feet;
1 inch = 30
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thence North 89' 37' 13" East distance of 25.00 feet to a point on the
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East right—of—way line of 64th Avenue, said point being the POINT OF
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BEGINNING of the herein described parcel; thence departing said East right—
of—way line, continue North 89' 37' 13" East a distance of 100.00 feet;
thence South 00' 22' 47" East a distance of 100.00 feet; thence South
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89' 37' 13" West a distance of 100.00 feet to a on said East
right—of—way line of 64th Avenue; thence North 00' 22' 47" West along
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said East right—of—way line a distance of 100.00 feet to the POINT OF
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BEGINNING.
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Containing an area of 10,000 square feet.
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POSTED IN FIELD AS 88th STREET
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LEASE EDGE OF WOODS/VEGETATION
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PROPOSED LEASE PARCEL
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D E N S E
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W O O D S Center of Lease Parcel Coordinates:
PARENT TRACT
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2.25 ACRES,
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N89'35'24"W
'° �FouND ►' IRON ROD
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WITH CAP- AGW 1859
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O SOUTH LINE OF S.E. 1/4 OF N. W. 1/4 SEC770N 29, TWP. 31 S, RGE. 39E
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WITH CAP- AGW 1859-
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N89'35'19"W
100.02'
N89'35'19"W
RCEL
— —
FOUND SPIKE
S.W. COR. OF S.E. 1/4 Z,? ah
OF N.W. 1/4 OF SEC. 29,
TWP. 31 S, RGE. 39E
Sfte Benchmark
TOP OF SPIKE
EL.-24.57 FT. NGVD ONE STORY
WOOD FRAME
RESIDENCE
Legend
WPP = WOODEN POWER POLE
GA = GUY ANCHOR
OHW = OVERHEAD WIRES
M = MEASURED
P = PLAT
C = CALCULATED
D = DEED DESCRIPTION
NGVD=NATIONAL GEODETIC VERTICAL DATUM
Xti6" = EXISTING SPOT ELEVATION
P.O.C.= POINT OF COMMENCEMENT
P.O.B.= POINT OF BEGINNING
IRjc = SET 5/8" DIAMETER IRON ROD "
& CAP STAMPED WBZ-LB 6840
R/W = RIGHT OF WAY
F.LR.M.=FLOOD INSURANCE RATE MAP
F.F.E. = FINISH FLOOR ELEVATION
LABINS=LAND & BOUNDARY INFORMATION SYSTEM
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Symbols Legend
LP
= LIGHT POLE
WPPt3I,
= WOODEN POWER POLE
wM 0
= WATER METER
wv M
= WATER VALVE
HYD
= FIRE HYDRANT
CANo
= CABLE TV RISER BOX
TR❑
= TELEPHONE RISER BOX
CPPII,
= CONCRETE POWER POLE
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WILLIAM B. ZENTZ, PLS
REGISTERED LAND SURVEYOR No. 5276
STATE OF FLORIDA
FOUND 5/8'IR0N ROD
WITH CAP- PLS 4694'
/ SEBASTIAN
_ INLET
BREVARD COUNTY /
Roseland
INDIAN RIVER COUNTY .
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Location 1�
Sketch
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FLORIDA'S TURNPIKE
OKEECHOBEE CO.
QHW — OHW
WPP
FND.41x4 CONC. MON. (BROKEN)
0.56'N OF CALC. COR
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Notes •
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Gifford
Indian River Shores
Vero
Beach
INDIAN RIVER COUNTY
-----------------------
ST. LUCIE COUNTY Lakewood
1.
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THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
2.
BASIS OF BEARINGS IS ASSUMED, HOLDING THE MONUMENTED WEST LINE
OF THE SE 1/4 OF THE NW 1/4 OF SECTION 29, TOWNSHIP 31 SOUTH,
RANGE 39 EAST AS BEARING NORTH 00' 22' 47" WEST.
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3.
ELEVATIONS SHOWN (HEREON ARE IN FEET, REFERENCED TO NGVD '29.
BENCHMARK=NATIONAL GEODETIC SURVEY BENCHMARK "M 401 1991 ",
°
ELEVATION=14.81 FT. NGVD '29 AS OBTAINED FROM LABINS.
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4.
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF WAY
°
OR EASEMENTS OF RECORD.
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5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
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6.
UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.
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BOUNDARY SURVEY IS LIMITED TO LEASE PARCEL SHOWN HEREON.
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8.
TOPOGRAPHIC SURVEY IS LIMITED TO SPOT ELEVATIONS SHOWN HEREON,
NC)
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TO PROVIDE BASE INFORMATION FOR LEASE PARCEL AND ACCESS EASEMENT.
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9.
LEASE PARCEL LIES' IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE
MAP No. 12061 CO087 E, DATED MAY 4, 1989.
FND.4 x4 CONC. MONUMENT
1.07-N, 0.76E OF CALC. COR
S89'35'19"E
Professional Surveying & Mapping
CERTIFICATE OF AUTHORIZATION (LB) No. 6840
684 Old Dixie Highway
Vero Reach, FI 32962
Phone ; (561) 567-7552
Fax : (561) 567-1751
DATE
673.21'
FOUND 1-1/4" IRON PIPE
S.E. COR. OF S.E. 1/4
OF N.W. 1/4 OF SEC. 29.
TWP. 31S, RGE. 39E
Map Of Survey
REVISION
Boundary & Topographic Survey
for Atlantic Coast Towers
Site: Sebastian
Indian River County, Florida.
129 bolo
SCALE
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E
DATE
7117101
DRAWN BY
IN.B.Z
AUTOCAD FILE
129-010.dWQ
A£LD BOOK ACT 2
PAGE No. 27-32
DATE OF SURVEY
7111101
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N89'35'24"W 5.97'
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25.00' N89'35'19"W 100.02'
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Site Benchmark
TOP OF SPIKE
EL.=24.57 FT. NGVD ONE STORY
WOOD FRAME
STRUCTURE
SITE DATA:
SITE ADDRESS: 64th AVE.
TAX PARCEL ID #: 29-31-39-00000-3000-00014.0
INTENDED USES: TELECOMMUNICATIONS FACILITY
METHOD OF OWNERSHIP CONVEYENCE: N/A (LEASE PARCEL)
EQUITABLE OWNERS: TBD
COMPLETION OF PROJECT:
TOWER & INITIAL CARRIERS - WITHIN 6 MONTHS OF ADMINISTRATIVE APPROVAL
FUTURE CARRIERS - TBD
ZONING: MHPUD (MOBILE HOME PLANNED UNIT DEVELOPMENT
JURISDICTION: CITY OF SEBASTiAN
ESTIMATED VEHICLE TRIPS: 2 PER MONTH PER CARRIER
(FOR MAINTENANCE AND REPAIR PURPOSES ONLY)
ACRES)
SITE AREA: LEASE PARCEL 10,000 SQUARE FEET (0.2
BUILDING COVERAGE: ESTIMATED AS 2016 S.F. (20.27.) AT BUILDOUT
IMPERVIOUS AREA: ESTIMATED AS 2066.3 S.F. (20.77.) AT BUILDOUT
REQUIRED PARKING SPACES: N/A (UNMANNED FACILITY)
FLOOD DATA: FLOOD ZONE X, PER FIRM MAP NO. 12061 CO087 E
DATED MAY 4, 1989
WATER/WASTEWATER: NO SERVICES NEEDED
SOLID WASTE: NO SERVICES NEEDED
TOWER DESIGN AND WIND LOAD REQUIREMENTS ARE TO BE BY OTHERS.
EQUIPMENT BUILDING/SHELTER HEIGHT WILL BE LIMITED TO 15 FEET ABOVE GROUND
LEVEL.
PROPOSED USE IS AN UNMANNED TELECOMMUNICATIONS TOWER THAT WILL
ACCOMODATE A MINIMUM OF TWO CARRIERS.
ALL SURVEY INFORMATION PROVIDED BY WILLIAM B. ZENTZ & ASSOCIATES, INC.
ADDITIONAL SITE DATA INFORMATION APPEARS ON OTHER SHEETS OF THIS PLAN SET.
This document, together with the concepts and designs presented herein, as an
instrument of service, Is Intended only for the specific purpose and client for
which it was prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Hom and Associates,
Inc. shall be without liability to Kimley—Horn and Associates, Inc.
WPP
WPP
A S P H A L T D R! V E
POSTED IN FIELD AS 88th
STREET
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N 89'37'13"E
ems. �. � � � � � � � � � � � � �
6 48.03'
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LOT 1
LOT 2
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LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
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PARENTMACT
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20'X45
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PROPOSED
A S P
H A L T D.RIVE
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N 89'35'19"W 548.19'
SOUTH LINE OF S.E. 114 OF N.W. 114 SECTION 29, TWP. 31 S, RGE. 39E
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CONCEPTUAL DEVELOPMENT PLAN
G
NTH FOR THE VILLAS OF LAKE DELORES E
PHASES 1 AND 2
A MOBILE HOME PLANNED UNIT DEVELOPMENT
SCALE: N.T.S.
SETBACKS:
TOWER TO PROPERTY LINE: REo'D PROVIDED
NORTH 10' 46'f
SOUTH 10' 51't
EAST 20' 594'f
WEST 20' 46'f
N CITES:
1) DENSITY SHALL NOT EXCEED 5 UNITS PER ACRE. AT
9 LOTS ON 2.02 ACRES, THE PROPOSED DENSITY IS
4.45 UNITS/ACRE
2) MINIMUM LOT DIMENSIONS: 42'X120' OR 5000 SQ.FT.
3) MINIMUM LIVING AREA: 900 SF OR 20'X45' BUILDING PAD
4) SETBACKS - 20' IN FRONT
20' iN REAR
5' ON SIDES
5) AVERAGE DAILY WATER DEMAND : 9 MOBILE HOMES
x 225 GALLONS PER DAY/MOBILE HOME = 2025 GAL/DAY
MAXIMUM WATER DEMAND: 4 x ADF = 8100 GAL/DAY
PROJECTED MAX HOUR WATER DEMAND: 225% ADF = 4560 GAL
6) QUANTITY OF WASTEWATER GENERATED = 225 GAL/DAY/UNIT
= 2025 GAL/DAY
7) ESTIMATED NUMBER OF SCHOOL CHILDREN IN DEVELOPMENT:
NUMBER OF CHILDREN IN DISTRICT = 14763
NUMBER OF HOUSES IN COUNTY = 57902
= .25 CHILDREN/HOUSEHOLD
= 2.25 CHILDREN
DATA FOR (5) AND (6) FROM F.A.C. CH. 64E 6.008
DATA FOR (7) FROM U.S. CENSUS AND NATIONAL CENTER FOR
EDUCATIONAL STATISTICS
•ATE: 29 NOVEWBER, 2001
REGISTRATION
NUMBERS
KIMLEY HORN & ASSOCS.,
INC. EB0000696
DAVID STEWART
PE
31180
CHARLESIIGEER
PE
31435
KIRK DROST
PE
51910
RUSSELL 'MORRISON
PE
51567
MARK FAIRCHILD
PE
51597
ANGELINA G. FAIRCHILD
PE
43958
SETH SCHMID
PE
54640
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PROJECT NO.
044291011
DRAWING NO.
C - 1
SHT. N0.
3
OF 3