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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: :5 () ~- -- t, f'/ -- ,'J ry ~/ PROJECT NAHE: j AGENT'S NAME: PHONE: . PHONE h1C:: 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. 3d e'l.. f .) - - . , '.- 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 ,'(-, / ~) --------~_.._-- 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 ", !J1.i I"~ , 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. .' '. '1 ~C(? f}:u'j .---- 1D( -. -'1 (. rr.] /- ~~ ""~ rr . ^J<>-'l ~ f3v/fJ 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. " 17-45-'43 3-1 & 3-2 '7 D / i1~ -, DE/CK/7?//1/c H/~k}Ll6E (:4 II (RVN-c::?rr' &~#;'c/e/Zi) /4& ;:ztff sJ )?OAr c2 .gS- .- /~~ 3r:z.g' /' /c{,lj ..)'00 s." 8A~ e ,70 := //2' 0SCJ / / ;.::::::::: 1/7 78'02.f,r, dRL"'etY cE. .1 (J 4( 778' .<< ,,, $m~ / """ """ 7.s~ ur '733 S'S-cJs.r, ;<8-f """ I 000 ""~g / ~~~~ ..........i .......... ~~~i Ily~ ~ ;;2.01 7St' - ,31 '" 73'3; S-0<J , ',~, 7:mE HN cJr c;,y'C'c;V /;eli 7/~/y' C<//ls OeT/.;,(?/77/NE.o /;',Q]/V) rzow ~/7706'/2""'?# F/2o.-<1 /7 r- ,/ II L/f//L. L::: tYG/NEE.e-.1 f" <<',<.0/11<: ..f j)eS//f',A/ OVCRL/1NIJ - ////7,&' ,.f' ",.. V4m 800.( .3 A:f eel, /eiZ.. re = ..20/11//1 r- /NT~N..5/TY cJ/'JS ;I'''''A''C''fl 0zot91 I NrE/'IS/ry Cv,eVE c?CJM?/L~ ,4 3)'/2 - / Juz, S ?O/ZI'J -fAt: /. CJ C/f.L. &1/'1"'-" is)'' ~,OOT ri:?e A/2. ~e.: ZOr'fliY .') .. ~ /t...// (--,~~ - -L:;:- s: c2-1 t/Ve~ s-zr-~ , \_.,,'J 8 rA '_,1)..., -...) " ~'ty::-:/ ! f ~ I.,@ 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 ~ 9 Of it~ ".c . ..--.---- '~~~~.:::.:.~-. - '\ pLJO · \ ~~c \...f>.GOS P .\.1.0. SrfE p\...M-l \:'OCf,.l\ONl-Af>.P tt..elo't'rJ"'forJ ' "" \...p.t<.~S'1 JO OOS ~,~3'/~ II :JOWS 300 ----~~\ \ \ \ ~'\~~ , i \ \ C3 F\~ \, h, ""Ie y,; ~;Ie fir ,."I( \ \ \ \\ \ \ 3200 4000 '600 2400 "\\\\\ \ o 400 eOO ~__1 \ \ P \\:l , ; l ""O"'fO~O\...p. ') ~ '\ P P p rJ , C' Fl' p.'\~~ --