APPLICATION
BOYl,TON BEACH PLJ-J\NING DEPJI.RTI.:ENT
APPLICATIOI; I N? O;;:.!-1)l.T I ON FORl'"
-:.
NOTE: This fo=m must be filled out completely and accurately
and must accompany all applications submitted to the
Planning Dept.
ADDRESS:
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PROJECT NAHE:
j
AGENT'S NAME:
PHONE: .
PHONE
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OWNER'S NAME:
(or trustee' s). .
ADDRESS:
PROJECT LOCATION:
(not legal descri
CORRESPONDENCE ADDRESS:*
(if different than
agent or owner)
* This is the address to which all agendas, letters and other
materials will be forwarded.
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30::/_1'01\ BEACH ?L~':::HNG DEPJ..RTi/;E/;T
hPPLICATI01; I:;?Or;MATION FOPJ1
NOTE: This fo::m must be filled out co!!:pletely and accurately
and must acco~pany all applications submitted to the
Planning Dept.
fi- IJ 1!1JECT NJl.HE:
~~NT'S NAME:
~ ,-- .-:::::::-
ADDRESS:
Ibs Lagos
'!he Satter Com ies Inc.
2330 S. Congress Ave.
West Palm Beach, Florida 33406
PHONE: '
305-968-0750
OWN~ NAME:
(or trustee" s)" .
ADDRESS:
Same
PHONE
PROJECT LOCATION: Ch Congress Ave.. lIbrth of N.W. 22nd Street
(not legal oescr iption) and south of Hypoluxo, I:x>rdered on the
- lIbrth by Miner and South by L.W.DD. L-2l
CORRESPONDENCE ADDRESS:*
(if different than
aoent or owner)
* This is the aaaress to which all agendas, letters and other
materials will be forwarded.
4d
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NOTICE OF PUBLIC HEARINGS
OF THE
PLANNING AND ZONING BOARD
AND
CITY COUNC I L
OF THE
CITY OF BOYNTON BEACH
The enclosed legal ad is furnished you in accordance with Section 9C3 of Appendix
A - Zoning Regulations of the Boynton Beach Code of Ordinances.
You may attend the meetings personally, by attorney or agent, or you may file a
written statement prior to subject hearings.
If further information is desired, please call 732-8111, Extensions 231 or 267.
TEREESA PADGETT, CITY CLERK
CITY OF BOYNTON BEACH, FLORIDA
sk
January 4, 1980
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LEGAL DESCRIPTION:
A parcel of
m ,,' 45
.l OVJnS..~p
as follows:
land in the Northwest Quarter ( NW 1/4) of Section 17,
South,Range Lf3 ::';ast,being more particularly described
Co~~ence at the Northwest corner of said Section 17,thence Easterly
along the North line of said Section 17,a distance of 50.04 feet
to the Point of Beginning of the parcel to be herein described;
tl:ence continue Easterly along the said North line of said Section
17,a distance of 1748.90 feet to the center-line of the L~~e Worth
Drainage District Equalizer Canal j;;-4j thence Southerly along the
said centerline of the Lal,:e Worth Drainage District Canal 1;;-4,
a distance of 1979.10 feet to a point of curvature of a curve con-
cave to the 70rthwest s8id curve having a radius of 6500.0 feet
and a central angle of 3 28' 30" thence Southerly along the arc.
of the aforo@aid curve,a distance of 394.23 feet to a pointjthence
Cbutherly 12 35' OO"West,along a line tangent to the aforesaid
curv~,a d~st~m.ce o~ 302.L,? feet to a point in tae East-\7e~t Quarter
Sect~on l~ne of sa~d Sectlon 17, thence South 89 08' 49" ;:est along
said ICl'\gt\'.'est Quarter Section line,,,, distance of 1375.81 feetjtl:ence
"orth 1 41.,' 39" I::astja clictance of 2636.07 feet to the Point of
T.\8Ginning.
"ote:this Legal Description prepared by:O'Brien,Suiter P<O'3rian,Inc.
Surveyors,Boynton Beach,Florida.
I
::ove~nber 26,1979.
Ivan K.Olsak,P.E.
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80HITON BF.I\CH (400' RAD lfJS)
Riteco Development Corp.
1434 DuPont Building
Miami, Florida 33131
..
Riteco Development Corp.
(Same as Above)
Melear, Carill a
129 W. Ocean Avenue
Boynton Beach, Florida 33435
Riteco Developement Corp.
1434 DuPont Building
Miami, Florida 33131
Riteco Development Corp.
(Same as Above)
~~nt ,~r.z'n. High Ridge Country Club
28 1 ir B d. % Gunster et al
'e 0 First Natl. Bank 8ldg,
$ nt M ie, Calif. Palm Beach, FL 33480
F & R Builders, Inc.
9555 N. Kendall Drive
Miami, Florida 33156
Co.
FL
Edward J. DeBartolo, TR
7620 Market Street
Youngstown, Ohio 44512
17-45-43, W 1/2 of SW 1/4, S.E. 1/~ of
$.1-1. 1/4, Gov. lots 4-8 inc. and Tract
of Bottom land lying in S. 1/2 of Sec. 17,
Gov. Lots 5 & 6 (less W 50' Rd R/W, 100'
N.W. 22nd Ave. R/W, 175' E-4 Canal ~/W & E.
45.04 of Gov. Lots 6 ~ 7 1-95 R/W)
18-45-43 N, 660' of E. 1350" 'of S,E, 1/4
(less Canal and Road R/W's)
18-45-43, N.E. 1/4 (less E. 50' Rd. R/W,
R/W L-20 & L-21 Canal) & N.E. 1/4 of N.E.
1/4 of N.lL 1/4 (less R/W of L-20 Canal)
17-45-43, Tract of reclaimed Land in Sec.
17 in Trustees' Deed 21092
17-45-43, Gov. Lot 2 & Submerged Land
lying E. of adj. thereto in NW 1/4 of
N.E. 1/4
8-45-43 ~11 that pt. of Sec. lying E. of
LWDD E-4 Canal, W. of HIgh Ridge Sub. &
W. of Gov. Lots 1 & 7 (less N. Rd R/N,
Ely. 144.63' of Nly. 1259.39', Sly. 1319.50'
& Nly. 660' of Wly 750' of Ely. 1062')
8-45-43 All that part of the W 1/2 of Sec.
lyg. Nand N Centerline of E-4 Canal
R/W & E. of Congress Ave. (less N. 40'
L-18 Canal & 5.'40' L-20 Canal R/W's)
7-45-43, tlE 1/4 of NE 1/4 of S. 1/2 of
N.E. 1/4 (less L-18 Canal & Congress Ave.
R/W's), S 1/2 of W 1/4 of N.W. 1/4 of
N.E. 1/4, S.E. 1/4 (less l-20 Canal &
Congress Avenue R/W's), N. 3/4 of E. 3/4
of N.E. 1/4 of S.W. 1/4, S.E. 1/4 of S.E.
1/4 of N.E. 1/4 of S.W. 1/4 & E. 1/4 of
S.E, 1/4 of S.W. 1/4 (less S. 40')
Sec.
P.C.
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DESIGN ANALYSIS OF PR 16.4 (5 METER)
PARAaOLOID ANTENNA AND ITS MOUNT & FOOTING
-~-------------------__~_=______=~_____a____=__=___=____=___====_____
INTRODUCTION:
In the Design Analysis of the PR 16.4 Paraboloid Antenna and its
Mount, the following assumptions and references were used:
",
1. DESIGN WIND LOADS:
A. 125 MPH Wind = 62\ PSF with no Ice
B. 100 MPH Wind - 10 PSF with 1/2' Ice (56# 1 CU.FT.)
Assume DL of Antenna Doubles with 1/2" Ice.
2
2. Total PA (A-211 Sq. Ft) - A x V x .004 ~ 4 = Horizontal
Load points = 38~ from ~ of Antenna
3. Deflection requirements: Per ErA Standard RS~19S-B
(May 1978) for 70 MPH Wind (19.6 lbs. per sq. ft. with
NC ice.)
4. Steel Design: AISC Code of standard practice. 7th
Edition.
5. Fiberglass Design: Per "SPI Handbook of Technology and
Engineering of reinforced plastics/composits" Second
Edition, J.C. Monk, Editor and Senior Author, Van Horstard
Rennold, Co, New York, 1973.
6. Material Specifications:
STEEL: ASTM A-36 (36,000 *Minimum Yield) CarvonSteel
BOLTS & PINS: ASTM A-307 Grade "A" (80,000 *P2l Yield)
GALVANIZING: ASTM A-IS3 (Hot Dipped Zinc)
ALUMINUM: ASTM B-308, 241, 281 & 209 (606l-T6)
FIBERGLASS: Tensil 9,OO~ *PSl Minimum
WELDING: E 70XX Electrodes
MICRODYNE CORPORATlON
P.O. Box 721~{ . Silver Spring~ Shores Industrial Park
Oeala, Florida ;\21)72
(90cl) 6H7.46:l:J
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