The URL can be used to link to this page

REVIEW COMMENTS DEPARTMENT OF DEVELOPMENT MEMORANDUM NO PZ 99-042 FROM Chairman and Members Planning and Development Board Michael Rum<<~ Acting Manager of Planning and Zoning ...)3 ~ "vJ~;E Scott Barber /" Acting Senior Planner (Gee & Jenson) TO THROUGH DATE. February 19, 1999 SUBJECT Unisite @ Quantum Park - COUS 97-002 Conditional Use - Communication Tower PROPOSAL SUMMARY Contained herein is a description of the subject project. Unisite @ Quantum Park, is situated on a 21,701 sf (0 498 ac ) portion of lot 92 The plans submitted for this conditional use approval propose the development of a 140 foot communication tower with communication antenna and equipment contained in a 8' ornamental concrete masonry unit wall Applicant/ Agent Project name Andy Zitman, Zitrnan & Associates, Inc Unisite @ Quantum Park General description. Conditional use approval for the addition of a 140' communication tower to a portion of lot 92 in the Quantum Park PID Property size (leased) 21,701 square feet (0 498 acre) Land use Industrial (I) Zoning' Planned Industrial Development (PID) Location. Quantum Boulevard, lot 92 (a.k.a. Optimist Park) Building area There are no buildings proposed. All tower support equipment will be contained in cabinets and panel mounted boxes within a Concrete Masonry Unit Wall inside the leased boundary (See Exhibit "B" - Proposed Plan) Surrounding land uses/zoning North - Fraternal Order of Police lodge, zoned PID East - Quantum Park Lot 93, preserve zoned PID South - Quantum Park Lot 92, planned district park zoned PID West - Quantum Park Lot 92, planned district park zoned PID / Unisite @ Quantum Park Memorandum No PZ 99-042 Page 2 STANDARDS FOR EVALUATING CONDITIONAL USES AND ANALYSIS Section 11 2 D of the Land Development Regulations contains the following standards to which conditional uses are required to conform. Following each of these standards is the Planning and Zoning Division's evaluation of the application as it pertains to standards The Planning and Development Board and City Commission shall consider only such conditional uses as are authorized under the terms of these zoning regulations and, in connection therewith, may grant conditional uses absolutely or conditioned upon the conditions including, but not limited to, the dedication of property for streets, alleys recreation space and sidewalks, as shall be determined necessary for the protection of the surrounding area and the citizens' general welfare, or deny conditional uses when not in harmony with the intent and purpose of this section. In evaluating an application for conditional use, the Board and CommiSSIOn shall consider the effect of the proposed use on the general health, safety and welfare of the community and make written findings certifying that satisfactory provisions have been made concerning the following standards, where applicable 1 Ingress and egress to the subject property and proposed structures thereon, with particular reference to automobile and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe The subject property has one point of ingress/egress located at the end of an exisimg 24 foot access easement located within lot 92 off of Quantum Boulevard. The driveway leads to a single 12 foot by 20 foot parking space outside of the proposed eMU wall entrance gate To address objections raised by any of the reviewing agencies the applicant has agreed to alterations which adequately satisfy said comments The minimum driveway requirements are being requested to avoid the unnecessary construction of improvements that will be removed in conjunction with ultimate park construction. The site for this rower within the planned park was determined through a joint effort between the city's tower siting committee and the applicant The location was determined to be the least obstructive to future park design and construction. 2 Off-street parking and loading areas where required, with particular attention to the items in subsection 1 above, and the economic, glare, noise, and odor effects the conditional use will have on adjacent and nearby properties, and the city as a whole A shared parking study was not prepared for the approval of the 140 foot tower Parking requirements were not applied to this site due to minimal anticipated use and ultimate parking to be available within the planned district park. No loading areas are required or proposed for the new facility The new structure and its related parking will contribute minimally to the glare, noise or odor 3 Refuse and service areas, with particular reference to the items in subsection 1 and 2 above No refuse structures will be provided as no waste will be generated (except during construction) 4 Utilities, with reference to locations, availability, and compatibility With incorporation of Utility Department comments, utilities are available and consistent with Comprehensive Plan policies and city regulations 5 Screening, buffering and landscaping with reference to type, dimensions, and character ,A Unisite @ Quantum Park Page 3 Memorandum No PZ 99-042 With incorporation of Planning and Zoning Division comments, screening and buffering of adjoining properties will meet code 6 Signs, and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties At the time of permitting, security lighting levels will be evaluated for excessive glare No increased conditions regarding glare are anticipated from the proposed development area. It is recommended that the site lighting poles not exceed 20 feet in height and that the light levels not exceed maximum Quantum Park standards It is further recommended that the light fixtures required to illuminate the entrance access aisle be directed away from any buildings located adjacent to the site No signage will be proposed. 7 Required setbacks and other open spaces The setback for communication towers in Quantum Park is 250 feet from all residential districts The tower exceeds this setback requirement with a total distance of approximately 550 feet from the R-lAA district to the north of Miner Road. Open space code requirements will be met when staff comments are incorporated into permit drawings With respect to the wall, the required setbacks cannot be met without moving the leased property westward, or away from the east property line This would result in the tower site being located further into the planned park area. Staff would recommend that a variance be granted to allow the tower at the proposed location. Since the property to the east will perpetually remain a preserve, it will not negatively affect adjacent properties by its close proximity to the property lines 8 General compatibility with adjacent property, and other property in the zoning district. The separation requirements between tower sites and residential dwellings is intended to minimize visual impacts and maximize compatibility with adjacent residential dwellings 9 Height of building and structures, with reference to compatibility and harmony to adjacent and nearby properties, and the city as a whole The overall height of the proposed structure is 140 feet. As a use permitted on publicly owned lands within a PID, the proposed development meets the City of Boynton Beach Planned Industrial Development regulation's maximum tower height of 150 feet { 10 Economic effects on adjacent and nearby properties, and the city as a whole The proposed tower will have no economic impact on adjacent properties, and is necessary due to the continued increasing demand for cellular communications The locational criteria for towers is intended to minimize the concentration of same 11 Conformance to the standards and requirements which apply to site plans as set forth in Chapter 19, Article II of the City of Boynton Beach Code of Ordinances (Part III Chapter 4 Site Plan Review) With incorporation of staff comments, the proposed project will comply with all requirements of applicable sections of city code :5 Unisite @ Quantum Park Page 4 Memorandum No PZ 99-042 12, Compliance with, and abatement of nuisances and hazards in accordance with the performance standards within Section 4 of the zoning regulations, also, conformance to the City of Boynton Beach Noise Control Ordinance With incorporation of all conditions contained herein, the use would operate in a manner that is in compliance with the above-referenced codes and ordinances of the City of Boynton Beach. RECOMMENDATION Based, in part on the need for this facility as represented by the efforts of the current petitioners, compliance with development regulations, and the consistency with the Comprehensive Plan which allows such uses within this land use classification contingent upon compatibility with neighborhood character, staff recommends that this project be approved. This recommendation for approval is conditioned upon satIsfying all conditions of approval as contained in Exhibit "C", which includes execution of a lease agreement with the City Furthermore, pursuant to Chapter 2 - Zoning, Section 11,2 Conditional Uses, a time limit is to be set within which the proposed project is to be developed. Staff recommends that a period of one (1) year be allowed to develop this project. As long as 25 % or more of the total cost of the improvements are completed within one (1) year, this condition is met. SB'mr Attachments S:IPlanningISHARED\WP\PROJECTSIUnisite@Quantum ParklSraff Report COUS98-007,doc { 1 LOCATION MAP EXHIBIT "/J UNISITE AT QUANTUM PARK F~ [] ~J@3 ft:J -Q: :.. PL - 1'. ~ ....,. ...------~~- ..-' r,"~,,~-l"'\.~ "'i ~~ 3 ;~ \!~ Z <;Z ~... ~~ ~ .- - F-, ~~ '!. ~~ .!. III -, C'1 ':l "% ~ '1 ~ -- t\l, ~~, ~~ ;c. ...... p. -- '" "'0 t~ s \... Q~O;:9 \ ;':2 c. a\-;~ ,'U' \ g - - --- y- I I~ " ! ; ;<> 'i- .q ------ ~ ~ ~ (:V -.!... (- - ~l ~~ 0" ~~ ",. 1< -- III ~~ :4 t~ '" ,.,. ~,,'i "" "' II . -I ~- ct1 'O~ \ w,;~'g~ ~ i;t~' ~~!l O;!\C11 ;t"'''' ;o~ i~i '^'~~ ~pp. ~ )> t \ ~ 1 t:.J\.r1ta-r. . 1 ~ c ;: ! 1 'i. 2 ... ~ i "! <'> ;, ~ \ " '" ~ i~ " '" '" -,--- -1---" / \ \ \ I \ _!- -'- \ \ \ ~,._O'"! "! b. \ J \.r.e.-rf \)'l' 1/': / \ \ 'f ---- \ \;~ \~ \ \ \ \ j' ~ ~ :2 " :; ~ p~ 1ffii"" :itL ~ . .1-:' ~jI\~ ~'2~ \~~% ~i~~ '1"~~;' r ;~~~ ~ \ I - \ -- --\./ -- r z ~- <;'" -<; 'fJ,~ ...~ ~~ ~ 1:::"- ,\- "'''" s,- ,,'"' '" ~ ~~ '" :~ ~~ ~ I} _,;l- I ~- ~ I i~ 1-- -< ~ I I I I I -' o~ jI\ ~ . i s'i F- "'ii ~~ ~ ~ ~l "'\ ) J I ! / \'~ \ \ \ \'l' ~~~ .... .. \~,\\ dt\~ ~ ~ , \~ \ ~~ !\~ t \~J i..$ t s ~i$ .. \.. I ~\~ lIl~ ~J(1\ 1 ~\~ t\\~\\\\ ~~~ \\\ \~\\ \ \ ' ~ \ \ \ \ \ " "$ \ ~.. \ \ C r i I I \ 'I ~------------ EXHIBIT "e" ConditIOns of Approval Project name Umsite at Quantum Park File number COUS 98-007 Reference' The plans consist of sheets identified as 2nd Review. New Site Plan, File # COUS 98-007 with a February 16 1999 Planning and Zoning Department date stamp marking . DEPARTMENTS INCLUDE REJECT PUBLIC WORKS Comments. I Waste removal in connectIOn with constructIOn process must be serviced by City of Boynton Beach. UTILITIES Comments, None FIRE Comments 2 Show fire hydrant location on plan (not to exceed 200 feet from structure) as well as water malO location, and provide fire flow calculations. LDR Ch. 6, Sec 16 POLICE Comments. None ENGINEERING DIVISION Comments 3 All plans submitted for speCific permits shall meet the City'S code reqUirements at time of apphcatIon, These permits mclude, but are not limited to the followmg: site hghtmg, pavmg, dramage, curbing, landscapmg and irngation. Permits reqUired from other permittmg agencies, such as FDOT, PBC, SFWMD, DERM, L WDD, DEP and any others, shall be mcluded With your permit request. BUILDING DIVISION Comments. 4 Compliance With the bUIldmg codes will be evaluated at time of permit review The permit fee and other applicable fees Will be determined at time of permit review PARKS AND RECREATION Comments None 1 Page 2 Unisite at Quantum Park File No. COUS 98-007 FORESTERJENVIRONMENT ALIST Comments. 5 The applicant should mdicate that there would not be any Impact from the project construction on the adJoimng "swamp" (wetland) shown on the landscape plans. The wetland IS a requirement of the Development of Regional Impact (DR!) document. PLANNING AND ZONING Comments 6 PrOVide copy of lease agreement With city 7 PrOVide color details to sheet A-I to fully describe buffer wall appearance. 8 Include setback dimenSIOns (tower and equipment from property line) on site plan. Wall 10 excess of 6 feet must meet setbacks for PID distrIct, or obtain rehefthrough varIance process. 9 Place dimenSIOns on plan mdlcating distance between tower or equipment and nearest reSidential zomng distriCt. 10 PrOVide note on plan referencmg agreement/date estabhshing ingress- egress easement. II Place landscape materIals 10 chart/table, include both common and botamcal names and native counts and percentage (a mlmmum of 50% native plants Will be used) 12. Show and describe "No Trespassmg" SignS to be spaced no more than 40 feet, 13 Show locatIOn and specificatIOns of proposed hghting, or note on plan that no site lightmg is proposed. ADDITIONAL PLANNING AND DEVELOPMENT BOARD CONDITIONS 14 To be determmed, ADDITIONAL CITY COMMISSION CONDITIONS IS To be determmed. J:\SHRDATA\Planning\SHARED\WP\PROJECTS\Unisite@Quantum Park\cond, ofappr 2nd review.doc !bme 8 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME. Unisite at Quantum Park APPLICANT'S AGENT Andy Zitman, Zitman and Associates, Inc. APPLICANT'S ADDRESS 950 N W 185th Avenue, Pembroke Pines, Florida 33029 DATE OF HEARING BEFORE CITY COMMISSION July 20,1999 TYPE OF RELI EF SOUGHT Conditional Use LOCATION OF PROPERTY Optimist Park at Quantum Park DRAWING(S) SEE EXHIBIT "B" ATTACHED HERETO THIS MATTER came before the City Commission of the City of Boynton Beach, Florida appearing on the Consent Agenda on the date above The City Commission hereby adopts the findings and recommendation of the Planning and Development Board, which Board found as follows OR X THIS MATTER came on to be heard before the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above The City Commission having considered the relief sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows 1 Application for the relief sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2 The Applicant 1-HAS HAS NOT established by substantial competent evidence a basis for the relief requested 3 The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included" 4 The Applicant's application for relief is hereby 1- GRANTED subject to the conditions referenced in paragraph 3 hereof DENIED 5 This Order shall take effect immediately upon issuance by the City Clerk. 6 All further development on the property shall be made in accordance with the terms and conditions of this order 7 Other DATED' City Clerk J:ISHRDATAIPlanningISHAREDlWPIPROJECTSIUnisite @ Quantum ParklDevelop,Order.doc AIRBORNE EXPRESS AIRBILL INFORMi\.TION PLEASE FILL OUT ALL OF THE INFOR}Y1ATIO~ FOR PROPER DELIVERY Please Pnnt Clearly'" TO ________~1J.Q:1ili:.L----e~l~j>J:----Cjn-Cf--~:.:.{~~-~~~ STREET ADDRESS: ____l~_~___~+N:.~--~~tL--~~~~'-------- ------------------------------------------------- CI1lr _____~~~~~-1)~~------------------------------------ STATE:___~j[l~~______________________________________________ ZIP CODE (IMPORTANT) _____~~~_W_~~_Q~9______________________ ATTENTION (NAME/DEPT): ___!:LL~ftf_~___RAABeE_____________ PHONt NUMBER: C5bi_) __~ll_' ---bLbo- DESCRIPTION _______~_t~~~~L~~Jl<:::___~~~~~~~~.:..----------------- SE~ER'SNAME:_________~_~_~~~~S_________________________----- SE~ER'S PHONE NuMBER: ____L~.J_~_<:1_~~-0-~l~---------------- CHECK ONE: EXPRESS: ________ NEXT AFTER1VOON ______ ;' SECOND DAY _______ SA TURDA Y (Express only) ______ 'ro!-~:~ ~ W, m1ill J 'm ] _ PT. After th1s form 1S completed please glve 1t to Jenmfer at the recepnonIst's desk. Thank You' ~jMMIT MANUFACTURING INC. -- 225 KiWANIS BOULEVARD, WEST HAZELTON, PA 18201 PHONE. (717) 454-6730 E-t.lAJL. SU......ITLGOEPIX.NET FAX: (717) 454-5946 WEB: HIT?-\ \WWW.SUt.llAlntFClNC.COt.l 136' -0' 120' -0" 100' -0" 93' -3" 49' -9" 0'-0" 25.000" ACROSS FlATS It 5/16' X 49.75' (EST WT .. 5..315 KIPS) (GRADE 60, FY..60 KSI) t SPlICE LENGTH "'IN .. 54.00' DESIGN .. 60.00" IoIAX .. 66.00' It 7/16" X 49.75' (EST WT .. 10.210 KIPS) (GRADE 50, FY..60 KSI) t SPUCE LENGTH "'IN .. 67.50" DESICN .. 75.00" IoIAX .. 82.50" It 1/2" X 49.75' (EST WT .. 14.688 KIPS) (GRADE 65, FY..65 KSI) Cl! PAUL J FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street, SUite 500, Columbus, Ohio 43215 (614) 221-6679 Fax: (614) 221-0166 www,P1Fweb.com JOB DA A o e 1 of 1 By Chk d By Pole Site Owner Ref No Design 2929 -809 SUMMIT JOB 13070 12-16-1997 Rev Dote !Job No Des1gr No Dote Rev No FL. DUE TO RECIOIW. NfO/OR LOCAl. COOE REOUIREllEHTS. 1lIS DESIGN OOES !Ill INCOIlPOflATE A ONE ntIRO (1/3) INCREASE IN All.OWAlllE 5lRESSES. LOAD CAS S CASE 1 1115 MPH 110 MPH WITH 1 2 ICE TIA EIA 222-F CASE 2 11 0 MPH WIND SOUTH FLORIDA BUILDING CODE CASE 3 150 MPH WINDS ASCE 7 -95 "'ONOPOLE HAS BEEN DESIGNED TO "'EET THE "'INIIoIUl.l WINO VELOCIlY REOUIREIoIENTS Of EACH OF THE THREE DESIGN STANDARDS USTED ABfM.. REFER TO PAGE ONE Of THE CAlCULATIONS FOR A CO"'PARISON OF THE THREE DESIGN STANDARDS. ICATIONS No 1-12 (FUT) 1.3-24 (FUT) (FUT) 25-36 (FUT) ANTENNA LIST , Descri tion OP I' 5 8 UGH ING ROO 138,00 (12) OAPA 59000 PCS PANEL 1.38.00 14 lOW PROFILE PLATFORlA 120.00 'I' (12) OAPA 59000 PeS PANEL 120.00 14 lOW PROFILE PLATFORlA (CLAMP ON) 100.00 (12) OAPA 59000 PCS PANEL 100.00: 14 lOW PROFILE PLATFORM (CLAMP ON) ! STEP BOlTS FULL HEIGHT ANTENNA FEED UNES RUN INSIDE Of POLE. i\ .~ \ ~~~y~ If\~ \ 50 MPH\ WIND Loterol Rotation Deflection (sway) (Inches) (degrees) 10.7 0.667 Elevotion 115 MPH WIND Loterol Rotation Deflection (sway) (Inches) (degrees) 57,9 3,589 TOP Shaft Sectio SHAFT SECTION Plate Lap Thickness Slice in. in. OAT A Diameter Across Flats (inches) <<>> To 0 Bottom 25.000 38.930 .36.905 50.8.35 48.210 62.140 1 2 .3 6000 75.00 BASE It 3 1/2' X 71.000' SOUARE W/(24) 2.25" ANCHOR BOLTS ON 70.000' B.C. WITH "'IN. 7'-0' EMBEDMENT INTO PIER (W/NUTS & TEMPlATE PLATE 0 BOT) UNFACTORED BASE REACTIONS MOMENT = 4365 ft-kips SHEAR = 46.5 kIps AXIAL = 35 kips <( LU ~e I-LU W l.() co 1-0.. l.() N l.() Z(f) '\""" '\""" \0 We '\""" '\""" '\""" ...Jz '\""" '\""" ~- -~ ::) I-<(WOCf)W<(ZLU 0 0 W tfJwUZoIwe>J: I- x.t:~ N l.() I"-- ~~(j)~o::l-~(f)1- C> N l.() I"-- -<( <((J)-WZ N " m I"-- M 01-0 0 I- Z 0) ,9; I"-- ll) l.() 1.0 I-UJZZz~ O~ 0 - (j)J:<t:C><(<t:WLOI- 0:: CD.s::. _~C) _ I- ~ (J) I- ...J I (J) 0 m 0 - (J) N 1.0 WLL.WWCf):=>I-~~ U :::J 0. ... eo '\""" ~ 5080Z~LL W U "mB -- '\""" 0 CD (.,) c..(j)uwS:2<t:O~C!) <t: " as u. OZ ICf)() (f)~ Z NC;::- eo '\""" I"-- i Z 0 ~ .... W (J) CI) <( 0:: w co co en 01-- O......~ I- w 0'[ M I"-- I"-- ce - ('t) ~ eo ~<(OCl)WCl)O:::LU(J) I O...JW:x::JWIW W e: ~_ \ W z 5 ~ .... .... I- 0:: ~ 0) "0 .- .s::. ll) 0 0 I:CWCOO::: W 0 .- e: (.,) 0. 1~~<(<(~ffi~z:E :c m ~ 0 -- ~ ll) Q) - E -- -- ..... e ~- I ~o:E <t: W Woo iOO-:EJ:....~w>- :zt)O:::=>()w (f)~ z.... CD 1c>~gCl)~IUwI Oz (.,) :::::- ~~ e: - as ... <( 1.0 (f) LL.wo::I-Ococ> t:B 0 ..... WO -J- o (.,) Z ~ Q<(I>OI.l..WZ~ :Jw 0. as WO~OLLO><( uO:: Eu.. ::c-JO~:2zQu~ ...J:=> ~ co II-O(/) (!)~z <(0 <(0 ~ -- '\""" uw ~ ..... 'I--ZWo x3~~(J)0:: 00:: - "0 x X x ~~:C~NO ....(5 wLO N CD ~ ~ ~ ozl-(f)~()1- Zz (J)~ r:r - -~c;::- c..(9g:Jw...Jzo~<( 0""" Q) ::J m X XN XN ...Jw ... (.,) C. CON Z(I)O> o::<(~cr::UJ"" ::J-_ CO< CO< Ot) mas:=: 1.0< ~> 1.0 - ~W"'"" :=>Z<(<(o:::(I) m t) I N- N~ Z(I) ~<'lSM ~~ o )( 0 00 _LOC/)Li:>O-<( W<t: a..-M 0 o )( LL.(J)(J) -Z::>- ::J 0 0- 0- a::WN(J)Ww:J<(a~ WW "CE@ e: ... II II II WIN~cr::IaI-W_ II ~~ N N N c..I-Nr--Cl.I-W(f)cr::1- 1-.... 0' 0' 0' ,... 0) en .s i- (J) 32tnCO Q) ..... .- ,- CO 1.0 "0 ::J :::- I 0 U. [0 CD I"-- en t) I asO:::w I N I"-- e: N :2~t) w 0) N OO)(/) t) '(i) <( -'\"""<( (/) Q) u.. ... 0 W .s::. CD CD <( 4: - ~ C. ::J _ ~ Ot) (/) Page 1 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dec 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio Job No Description Design Owner Status Pole Height Pole Shape Pole Type Pole Taper 29297-809 140-FT POLE - 116 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADE CO , MIAMI, FL 5 MPH + 1/2" ICE Client Summit Manufacturing Inc Revision Rev Date 138 ft 18-Sided Polygon Taper shaft - Slip Joint Splice o 280000 (in/ft) INPUT TUBE PROPERTIES Tube Sect No Top / Splice Elev (ft) 1 2 3 138 00 93 25 49 75 Bot Tube Elev (ft) Wall Thick [t] (in) Steel [P'y] (ksi) Top Diam [Dt] (in) Bot Diam [Db] (in) Slip Joint Overlap (in) Tube Length (ft) 88 25 43 50 o 00 49 750 49 750 49 750 o 31250 o 43750 o 50000 60 60 65 25 000 36 905 48 210 38 930 50 835 62 140 60 00 75 00 ------------------------------------------.-------------------------------------- TUBE SECTION PROPERTIES Diam Wall Diam/ Tube Section Across Thick Thick Sect Weight Elev Flats [t] [Wit] [D/t] Area Ix No (kips) Location (ft) (in) (in) Ratio Ratio (inA2) (inA4) ---.----------.-----------------------------------------------------------------. 1 5 315 @Top 138 0 25 000 0 3125 12 34 80 00 24 49 1885 1 @Splice 93 3 37 530 19 41 120 10 36 91 6458 0 @Bot 88 3 38 930 20 20 124 58 38 30 7214 6 2 10 210 @Top 93 3 36 905 0 4375 13 11 84 35 50 64 8506 2 @Splice 49 8 49 085 18 02 112 19 67 55 20191 7 @Bot 43 5 50 835 18 72 116 19 69 98 22450 0 3 14 688 @Top 49 8 48 210 0 5000 15 24 96 42 75 71 21768 3 @Bot 0 0 62 140 20 15 124 28 97 82 46942 4 ------------------------------------------------------.-------------------------. Total Shaft Steel Weight :a 30 213 kips ------------------------------------------------------.-------------------------- Page 2 PJP Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No 29297-809 Design No SUMMIT JOB #3070 Engineer RKT Description 140 -FT POLE - 6MD1050D DADE CO , MIAMI FL Design 116 MPH / 100 5 MPH + 1/2" ICE Owner Omnipoint Client Summi t Manufacturing Inc Status Final Design Revision Rev Date --------------------------------------------------------------------------------- Segment Properties @ Max Segment = 10 ft ) Diam Wall Diam/ Tube Segment Segment Across Thick Thick Segmt Peature Elev Plats {t] {Wit] [D/t] Area Ix No Location (ft) (in) (in) Ratio Ratio (in....2) (inA4) --------------------------------------------------------------------------------- 1 top 138 000 25 000 0 31250 12 34 80 00 24 49 1885 1 2 <arm [1] > 138 000 25 000 0 31250 12 34 80 00 24 49 1885 1 3 <arm [2] > 138 000 25 000 0 31250 12 34 80 00 24 49 1885 1 4 <arm [3] > 138 000 25 000 0 31250 12 34 80 00 24 49 1885 1 5 130 000 27 240 0 31250 13 61 87 17 26 71 2446 1 6 120 000 30 040 0 31250 15 19 96 13 29 48 3291 2 7 <arm [4] > 120 000 30 040 0 31250 15 19 96 13 29 48 3291 2 8 <arm [5] > 120 000 30 040 0 31250 15 19 96 13 29 48 3291 2 9 110 000 32 840 0 31250 16 77 105 09 32 26 4311 4 10 100 000 35 640 0 31250 18 35 114 05 35 04 5523 3 11 <arm [6] > 100 000 35 640 0 31250 18 35 114 05 35 04 5523 3 12 <arm [7] > 100 000 35 640 0 31250 18 35 114 05 35 04 5523 3 13 top sec(2) 93 250 37 530 0 31250 19 41 120 10 36 91 6458 0 14 90 000 37 815 0 43750 13 48 86 43 51 90 9159 0 15 bot sec(1) 88 250 38 305 0 43750 13 67 87 55 52 58 9523 9 16 80 000 40 615 0 43750 14 61 92 83 55 79 11375 2 17 70 000 43 415 0 43750 15 73 99 23 59 68 13922 8 18 60 000 46 215 0 43750 16 86 105 63 63 57 16824 9 19 50 000 49 015 0 43750 17 99 112 03 67 45 20104 7 20 top sec(3) 49 750 49 085 0 43750 18 02 112 19 67 55 20191 7 21 bot sec(2) 43 500 49 960 0 50000 15 86 99 92 78 49 24252 5 22 40 000 50 940 0 50000 16 20 101 88 80 05 25722 7 23 30 000 53 740 0 50000 17 19 107 48 84 49 30248 3 24 20 000 56 540 0 50000 18 18 113 08 88 93 35275 9 25 10 000 59 340 0 50000 19 16 118 68 93 38 40831 8 26 base 0 000 62 140 0 50000 20 15 124 28 97 82 46942 4 --------------------------------------------------------------------------------- Total Number of Antennas I Arms = 7 --------------------------------------------------------------------------------- Page 3 PJF pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 15, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLE - n5 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 5MD1050D DADB CO , MIAMI, FL 5 MPH + 1/2" ICB Client Summit Manufacturing Inc Revision Rev Date --------------------------------------------------------------------------------- ANTENNA AND ARM PROPERTIBS AND LOAD DATA LOAD CASB 1 BASIC WIND VELOCITY . 116 00 mph Arm Load Antenna Antenna Ant Mount Applic Arm Ice Area Force Antenna Arm Blev B1ev Length Load [CaAa] [qzGhCaAa] Weight No (ft) (ft) (ft) Case (sf) (lbs) (lbs) [1] 138 000 140 750 0 0000 No Ice Description 5/8" Lightning Rod 1 00 --------------------------------------------------------------------------------- 88 11 108 00 [ Gh] [Kz] 1 59 1 513 No Ice [ qz ] (psf) 52 136 [qz] [Gh] (psf) 88 no --------------------------------------------------------------------------------- [2] 138 000 138 000 0 0000 No Ice 58 92 Description (12) DAPA 59000 PCS Panel [ Gh] [Kz] 1 69 1 505 [ qz 1 (psf) 51 843 No Ice 180 00 5162 24 [qz1 [Gh1 (psf) 87 614 [3] 138 000 138 000 2 0000 No Ice Description 14' Low Profile Platform 35 00 --------------------------------------------------------------------------------- 3066 50 1300 00 [ Gh] [Kz] 1 69 1 505 No Ice [ qz ] (psf) 51 843 [qz] [Gh] (psf) 87 614 --------------------------------------------------------------------------------- [4] 120 000 120 000 0 0000 No Ice 58 92 4960 16 180 00 Description (12) DAPA 59000 PCS Panel (Future) [ qz ] [qz1 [Gh] [ Gh 1 r Kz ] (psf) (psf) 1 69 1 446 No Ice 49 813 84 US --------------------------------------------------------------------------------- [51 120 000 120 000 2 0000 No Ice 35 00 2946 47 1300 00 Description 14' Low Profile Platform (Clamp On) (Future) [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1 69 1 446 No Ice 49 813 84 185 --------------------------------------------------------------------------------- [6] 100 000 100 000 0 0000 No Ice 58 92 4708 39 180 00 Description (12) DAPA 59000 pes Panel (Future) [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1 69 1 373 No Ice 47 285 79 912 [71 100 000 100 000 2 0000 No Ice Description 14' Low Profile Platform --------------------------------------------------------------------------------- 1300 00 [ Gh] [Kz] 1 69 1 373 No Ice 35 00 (Clamp On) [ qz ] (psf) 47 285 2796 91 (Future) [qz] [Gh] (psf) 79 912 --------------------------------------------------------------------------------- Page 4 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dec 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio Job No Description Design Owner Status LOAD CASB 1 POLB SHAFT LOADS 29297-809 140-FT POLB - 116 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADB CO , MIAMI, FL 5 MPH + 1/2" ICE Client Summit Manufacturing Inc Revision Rev Date BASIC WIND VELOCITY = 116 00 mph Design Loads per TIA/EIA-222-F Standard; Gust Factor Gh = 1 69 Pole DL Overload Factor = 1 For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1 2 for any value of C (Where C=sqrt(Kz)*V*D ) Pole Projected Area Segment Shaft Veloc Force Shaft Segment Wind Segment Coeff Coeff [Ae] [Cf Ae] Force Weight [C] [Cf] (sf) (sf) (lbs) (lbs) Per TIA/BIA Table 1 Top of Segment Elev (ft) 138 000 138 000 138 000 138 000 130 000 120 000 120 000 120 000 110 000 100 000 100 000 100 000 93 250 90 000 88 250 80 000 70 000 60 000 50 000 49 750 43 500 40 000 30 000 20 000 10 000 1 000 Expos Coeff [Kz] 1 505 1 505 1 505 1 505 1 480 1 446 1 446 1 446 1 411 1 373 1 373 1 373 1 346 1 332 1 325 1 288 1 240 1 186 1 126 1 124 1 082 1 057 1 000 1 000 1 000 1 000 Note 3 Veloc Press [qz] (psf) 51 84 51 84 51 84 51 84 50 97 49 81 49 81 49 81 48 59 47 28 47 28 47 28 46 35 45 88 45 63 44 36 42 70 40 86 38 79 38 73 37 28 36 39 34 45 34 45 34 45 34 45 296 47 296 47 296 47 296 47 320 29 349 20 349 20 349 20 377 03 403 64 403 64 403 64 420 83 421 88 426 15 445 56 467 27 486 58 502 79 503 15 502 39 506 14 519 49 546 55 573 62 597 98 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 000 o 000 o 000 2 095 17 600 21 585 o 000 2 515 26 433 25 785 o 000 2 982 18 373 12 512 3 186 29 726 35 246 37 579 36 838 3 047 24 630 16 887 43 850 46 183 48 517 45 660 o 000 o 000 o 000 1 362 11 440 14 030 o 000 1 635 17 182 16 760 o 000 1 938 11 943 8 133 2 071 19 322 22 910 24 426 23 945 1 981 16 010 10 976 28 502 30 019 31 536 29 679 o 00 o 00 o 00 119 31 992 71 1194 76 o 00 137 62 1426 82 1357 86 o 00 154 88 944 52 633 57 159 99 1468 65 1682 47 1721 36 1611 14 129 65 1027 43 682 16 1687 73 1747 60 1835 89 1727 79 o 00 o 00 o 00 83 79 704 36 864 70 o 00 100 80 1060 01 1034 80 o 00 119 70 1377 66 701 14 178 59 1666 88 1977 77 2110 07 2069 61 1633 68 1579 83 1083 46 2814 49 2965 69 3116 89 2934 48 ---------( END LOAD CASE 1 Summation TOTAL = 22443 91 30178 40 POLE SHAFT LOADS )------------------------------- Page 5 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLE - 116 HPH / 100 Omnipoint Final Design Design No SUMM~T JOB #3070 Engineer RKT 6MD1050D DADE CO , M~AM~, FL 5 HPH + 1/2" ICE Client Summit Manufacturing ~nc Revision Rev Date --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS AX~AL AND SHEAR FORCES BAS~C W~ND VELOC~TY 8 116 00 mph LOAD CASE 1 Tube Segment No Segment Elevation (ft) Axial Load (kips) CUmulative Axial Load (kips) Horiz Shear (kips) Cumulative Horiz Shear (kips) --------------------------------------------------------------------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Base 138 000 138 000 138 000 138 000 130 000 120 000 120 000 120 000 110 000 100 000 100 000 100 000 93 250 90 000 88 250 80 000 70 000 60 000 50 000 49 750 43 500 40 000 30 000 20 000 10 000 1 000 o 000 o 108 o 180 1 384 o 704 o 865 o 180 1 401 1 060 1 035 o 180 1 420 1 378 o 701 o 179 1 667 1 978 2 110 2 070 1 634 1 580 1 083 2 814 2 966 3 117 2 934 ---------( END LOAD CASE 1 o 000 AX~AL AND SHEAR FORCE )-------------------------- 46 173 o 000 o 108 o 288 1672 2 376 3 241 3 421 4 822 5 882 6 916 7 096 8 516 9 894 10 595 10 774 12 440 14 418 16 528 18 598 20 232 21 811 22 895 25 709 28 675 31 792 34 726 o 000 o 088 5 162 3 186 o 993 1 195 4 960 3 084 1 427 1 358 4 708 2 952 o 945 o 634 o 160 1 469 1 682 1 721 1611 o 130 1 027 o 682 1 688 1 748 1 836 1 728 34 726 o 000 o 088 5 250 8 436 9 429 10 624 15 584 18 668 20 095 21 453 26 161 29 113 30 057 30 691 30 851 32 319 34 002 35 723 37 334 37 464 38 492 39 174 40 861 42 609 44 445 46 173 Page 6 PJF Po1e ( tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No 29297-809 Design No SUMMIT JOB #3070 Engineer RKT Description 140-FT POLE - 6MD1050D DADE CO , MIAMI, FL Design 116 MPH I 100 5 MPH + 1/2" ICE Owner Omnipoint Client Summi t Manufacturing Inc Status Final Design Revision Rev Date --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS MOMENTS and DEFLECTIONS LOAD CASE 1 BASIC WIND VELOCITY .. 116 OOmph [-------- MOMENTS (ft-kips) ---------] [--DEFLECTIONS (inch) -- -- ---] Segmnt From From From No Total Wi Total Elev Anti Shaft P-Delta Total P-Delta P-Delta Rotation (ft) Arm Wind Effects Moment Effects Effects (deg) --------------------------------------------------------------------------------- 138 00 0 242 0 000 0 000 0 242 57 032 57 857 3 589 138 00 0 242 0 000 0 000 0 242 57 032 57 857 3 589 138 00 0 242 0 000 0 000 0 242 57 032 57 857 3 589 138 00 0 242 0 000 0 018 0 260 56 290 57 104 3 589 130 00 66 777 4 385 1 005 72 167 50 378 51 103 3 553 120 00 149 946 21 420 2 523 173 888 43 859 44 487 3 433 120 00 149 946 21 420 2 523 173 888 43 859 44 487 3 433 120 00 149 946 21 420 2 728 174 093 43 149 43 767 3 433 110 00 312 181 52 210 5 813 370 203 36 249 36 763 3 232 100 00 474 415 97 662 8 913 580 990 30 458 30 886 2 957 100 00 474 415 97 662 8 913 580 990 30 458 30 886 2 957 100 00 474 415 97 662 9 279 581 357 29 847 30 266 2 957 93 25 634 585 137 032 11 926 783 543 26 298 26 665 2 739 90 00 711 703 158 547 13 843 884 093 24 066 24 400 2 651 88 25 753 229 170 820 14 333 938 382 23 520 23 847 2 602 80 00 948 991 235 416 18 835 1203 242 18 "887 19 146 2 361 70 00 1186 279 328 855 23 962 1539 096 14 325 14 518 2 053 60 00 1423 567 439 307 29 032 1891 906 10 411 10 549 1 735 50 00 1660 855 567 084 33 498 2261 436 7 375 7 471 1 415 49 75 1666 787 570 485 33 841 2271 113 7 157 7 250 1 407 43 50 1815 092 659 372 36 734 2511 198 5 517 5 588 1 221 40 00 1898 143 712 067 38 554 2648 764 4 546 4 604 1 118 30 00 2135 430 874 117 42 643 3052 191 2 535 2 566 0 828 20 00 2372 719 1053 234 45 867 3471 820 1 116 1 130 0 545 10 00 2610 006 1250 225 47 984 3908 215 0 276 0 280 0 268 0 00 2847 294 1465 972 48 746 4362 013 0 000 0 000 0 000 ---------( END LOAD CASE 1 MOMENTS AND DEFLECTIONS )------------------------ Page 7 PJF_pole (tm) - Monopole Design Progr~ Windows version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 ~ (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLE - 116 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADE CO , MIAMI, FL 5 MPH + 1/2" ICE Client Summit Manufacturing Inc Revision Rev Date --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS ACTUAL VS Note LOAD CASE 1 BASIC WIND VELOCITY . 116 00 mph ALLOWABLE STRESSES Segmnt Elev (ft) Allowable stresses HAVE NOT been increased by [-------------- ACTUAL STRESSES ---------------] Bending Axial Torsion Shear Combined [fb] [fa] eft] [fv] [Ftot] (ksi) (ksi) (ksi) (ksi) (kai) 1/3 Allow Stress [Fb] (ksi) Actual/ Allowable [Ftot/Fb] Ratio --------------------------------------------------------------------------------- 138 00 138 00 138 00 138 00 130 00 120 00 120 00 120 00 110 00 100 00 100 00 100 00 93 25 90 00 88 25 80 00 70 00 60 00 50 00 49 75 43 50 40 00 30 00 20 00 10 00 o 00 o 020 o 020 o 020 o 021 4 896 9 670 9 670 9 681 17 180 22 840 22 840 22 855 27 742 22 239 22 994 26 175 29 240 31 661 33 590 33 637 31 517 31 958 33 038 33 903 34 604 35 180 o 000 o 004 o 012 o 068 o 089 o 110 o 116 o 164 o 182 o 197 o 203 o 243 o 268 o 204 o 205 o 223 o 242 o 260 o 276 o 300 o 278 o 286 o 304 o 322 o 340 o 355 ---------( END LOAD CASE 1 o 000 o 004 o 214 o 455 o 382 0314 o 481 o 641 o 535 o 454 o 587 o 695 o 626 o 443 o 432 o 384 o 335 o 295 o 262 o 262 o 221 o 213 o 191 o 173 o 156 o 143 o 000 o 007 o 428 o 687 o 704 o 719 1 055 1 263 1 243 1 222 1 490 1 658 1 625 1 180 1 171 1 156 1 137 1 121 1 104 1 107 o 978 o 976 o 965 o 956 o 950 o 942 o 020 o 030 1 113 1 980 5 329 9 942 10 141 10 382 17 633 23 220 23 322 23 454 28 280 22 618 23 365 26 532 29 592 32 016 33 949 34 019 31 863 32 310 33 402 34 281 34 997 35 584 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 39 00 39 00 39 00 39 00 39 00 39 00 o 0005 o 0008 o 0309 o 0550 o 1480 o 2762 o 2817 o 2884 o 4898 o 6450 o 6478 o 6515 o 7856 o 6283 o 6490 o 7370 o 8220 o 8893 o 9430 o 9450 o 8170 o 8285 o 8565 o 8790 o 8974 o 9124 ACTUAL VS ALLOWABLE STRESSES )------------------ Page 8 PJF pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297 -809 140-FT POLB - 116 MPH I 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MDI050D DADB CO , MIAMI, FL 5 MPH + 1/2" ICB Client Summit Manufacturing Inc Revision Rev Date --------------------------------------------------------------------------------- ANTENNA AND ARM PROPBRTIES AND LOAD DATA LOAD CASB 2 WIND VELOCITY . 100 50 mph + 0 50 inches Radial Ice Arm Load Antenna Antenna Ant Mount Applic Arm Ice Area Force Antenna Arm Klev Klev Length Load [CaAal [qzGhCaAal Weight No (ft) ( ft) (ft) Case (sf) (lbs) (lbs) --------------------------------------------------------------------------------- [11 138 000 140 750 0 0000 wi Ice 1 25 82 67 144 00 Description 5/8" Lightning Rod [ qz 1 [qzl [Ghl [ Gh 1 [ Kz 1 (psf) (psf) 1 69 1 513 wi Ice 39 134 66 136 [21 138 000 138 000 0 0000 Wi Ice 69 24 Description (12) DAPA 59000 pes Panel --------------------------------------------------------------------------------- 4553 54 468 00 [ Gh 1 [Kz 1 1 69 1 505 [ qz 1 (psf) 38 914 wi Ice [qzl [Ghl (psf) 65 765 40 00 --------------------------------------------------------------------------------- 2630 58 2100 00 [31 138 000 138 000 2 0000 Wi Ice Description 14' Low Profile Platform [ qz 1 (psf) 38 914 [ Gh 1 [Kz 1 1 69 1 505 wi Ice --------------------------------------------------------------------------------- 4375 29 468 00 [41 120 000 120 000 0 0000 Wi Ice Description (12) DAPA 59000 pes Panel 69 24 (Future) [ qz 1 {psf} 37 391 [ Gh 1 [Kz 1 1 69 1 446 wi Ice --------------------------------------------------------------------------------- 2100 00 [51 120 000 120 000 2 0000 Wi Ice Description 14' Low Profile Platform 40 00 (Clamp On) [ qz 1 (psf) 37 391 [ Gh 1 [Kz 1 1 69 1 446 wi Ice --------------------------------------------------------------------------------- [qzl [Ghl (psf) 65 765 [qzl [Ghl (psf) 63 190 2527 61 (Future) [qzl [Ghl (psf) 63 190 [61 100 000 100 000 0 0000 Wi Ice 69 24 4153 20 468 00 Description (12) DAPA 59000 pes Panel (Future) [ qz 1 [qz] [Ghl [ Gh 1 [ Kz 1 (psf) (psf) 1 69 1 373 wi Ice 35 493 59 983 --------------------------------------------------------------------------------- [71 100 000 100 000 2 0000 wi Ice 40 00 2399 31 2100 00 Description 14' Low Profile Platform (Clamp On) (Future) [ qz 1 [qzl [Ghl [ Gh 1 [ Kz 1 (psf) (psf) 1 69 1 373 wi Ice 35 493 59 983 --------------------------------------------------------------------------------- Page 9 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dec 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio Job No Description Design Owner Status LOAD CASB 2 POLB SHAFT LOADS WIND VELOCITY ~ 100 50 mph with 0 50 inches Radial Ice 29297-809 140-FT POLB - 116 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADE CO , MIAMI, FL 5 MPH + 1/2" ICE Client Summit Manufacturing Inc Revision Rev Date Design Loads per TIA/EIA-222-F Standard; Gust Factor Gh = 1 69 Pole DL Overload Factor = 1 For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1 2 for any value of C (Where C~sqrt(Kz)*V*D ) Pole Projected Area Segment Shaft Veloc Force Shaft Segment Wind Segment Coeff Coeff [Ae] [Cf Ae] Force Weight [C] [Cf] (sf) (sf) (lbs) (lbs) Per TIA/KIA Table 1 Top of Segment Klev (ft) 13 8 000 138 000 13 8 000 138 000 130 000 120 000 120 000 120 000 110 000 100 000 100 000 100 000 93 250 90 000 88 250 80 000 70 000 60 000 50 000 49 750 43 500 40 000 30 000 20 000 10 000 1 000 Expos Coeff [Kz] 1 505 1 505 1 505 1 505 1 480 1 446 1 446 1 446 1 411 1 373 1 373 1 373 1 346 1 332 1 325 1 288 1 240 1 186 1 126 1 124 1 082 1 057 1 000 1 000 1 000 1 000 Nete 3 Velec Press [qz] (psf) 38 91 38 91 38 91 38 91 38 26 37 39 37 39 37 39 36 47 35 49 35 49 35 49 34 79 34 44 34 25 33 30 32 05 30 67 29 12 29 07 27 98 27 32 25 86 25 86 25 86 25 86 256 86 256 86 256 86 256 86 277 49 302 54 302 54 302 54 326 65 349 71 349 71 349 71 364 60 365 51 369 21 386 02 404 84 421 56 435 61 435 92 435 26 438 51 450 07 473 52 496 97 518 08 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 650 o 000 o 000 o 000 2 178 18 267 22 335 o 000 2 598 27 267 26 535 o 000 3 065 18 873 12 845 3 270 30 476 36 079 38 412 37 609 3 110 25 130 17 220 44 683 47 017 49 350 46 410 o 000 o 000 o 000 1 416 11 873 14 518 o 000 1 689 17 723 17 248 o 000 1992 12 268 8 349 2 125 19 810 23 451 24 968 24 446 2 021 16 334 11 193 29 044 30 561 32 077 30 166 o 00 o 00 o 00 93 12 773 37 927 97 o 00 106 72 1104 76 1048 87 o 00 119 50 728 26 488 24 123 23 1130 20 1292 75 1320 74 1234 66 99 31 786 86 522 15 1290 92 1335 44 1401 71 1318 21 o 00 o 00 o 00 99 62 837 17 1027 33 o 00 119 74 1258 85 1228 54 o 00 142 09 1635 09 795 04 202 50 1889 80 2241 88 2391 46 2345 27 1851 11 1764 08 1209 75 3142 31 3310 79 3479 27 3275 40 ---------( END LOAD CASE 2 Summation TOTAL = 17246 98 34247 11 POLE SHAFT LOADS )------------------------------- Page 10 PJF_Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLB - 116 MPH / 100 Omnipoint Final Design Design No SUMH~T JOB #3070 Bngineer RKT 6MDI050D DADB CO , M~AM~, FL 5 MPH + 1/2ft ICB Client summit Manufacturing Inc Revision Rev Date --------------------------------------------------------------------------------- POLB SHAFT SBGMENTS AXIAL AND SHEAR FORCBS WIND VBLOC~TY = 100 50 mph with 0 50 inches Radial ~ce LOAD CASB 2 Tube Segment No Segment Blevation (ft) Axial Load (kips) Cumulative Axial Load (kips) Horiz Shear (kips) Cumulative Horiz Shear (kips) --------------------------------------------------------------------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Base 138 000 138 000 138 000 138 000 130 000 120 000 120 000 120 000 110 000 100 000 100 000 100 000 93 250 90 000 88 250 80 000 70 000 60 000 50 000 49 750 43 500 40 000 30 000 20 000 10 000 1 000 o 000 o 144 o 468 2 200 o 837 1 027 o 468 2 220 1 259 1 229 o 468 2 242 1 635 o 795 o 202 1 890 2 242 2 391 2 345 1 851 1 764 1 210 3 142 3 311 3 479 3 275 o 000 o 144 o 612 2 812 3 649 4 676 5 144 7 364 8 623 9 851 10 319 12 561 14 196 14 991 15 194 17 084 19 326 21 717 24 062 25 913 27 678 28 887 32 030 35 340 38 820 42 095 o 000 o 083 4 554 2 724 o 773 o 928 4 375 2 634 1 105 1 049 4 153 2 519 o 728 o 488 o 123 1 130 1 293 1 321 1 235 o 099 o 787 o 522 1 291 1 335 1 402 1 318 o 000 o 083 4 636 7 360 8 133 9 061 13 437 16 071 17 176 18 224 22 378 24 897 25 625 26 113 26 236 27 366 28 659 29 980 31 215 31 314 32 101 32 623 33 914 35 249 36 651 37 969 ---------{ END LOAD CASB 2 AX~AL AND SHEAR FORCE )-------------------------- 37 969 o 000 42 095 Page 11 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 16, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLK - 116 MPH I 100 Omnipoint Final Design POLB SHAFT SEGMENTS LOAD CASK 2 Segmnt BIev (ft) Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADE CO , MIAMI, FL 5 MPH + 1/2" ICB Client Summit Manufacturing Inc Revision Rev Date MOMENTS and DBFLECTIONS WIND VELOCITY ~ 100 50 mph with 0 50 inches Radial Ice [-------- From Anti Arm MOMENTS From Shaft Wind (ft-kips) From P-Delta Effects ---------] Total Moment [--DEFLECTIONS (inch)-------] No Total wi Total P-Delta P-Delta Rotation Bffects Effects (deg) --------------------------------------------------------------------------------- 138 00 138 00 138 00 138 00 130 00 120 00 120 00 120 00 110 00 100 00 100 00 100 00 93 25 90 00 88 25 80 00 70 00 60 00 50 00 49 75 43 50 40 00 30 00 20 00 10 00 o 00 o 227 o 227 o 227 o 227 58 362 131.029 131 029 131 029 272 726 414 423 414 423 414 423 554 298 621 645 657 909 828 867 1036 089 1243 311 1450 533 1455 713 1585 227 1657 755 1864 977 2072 198 2279 420 2486 642 o 000 o 000 o 000 o 000 3 419 16 680 16 680 16 680 40 608 75 875 75 875 75 875 106 387 123 050 13 2 553 182 539 254 771 340 066 438 646 441 269 509 797 550 406 675 228 813 099 964 623 1130 462 ---------( END LOAD CASB 2 o 000 o 000 o 000 o 033 1 390 3 321 3 321 3 585 7 532 11 359 11 359 11 814 15 122 17 453 18 043 23 384 29 305 35 024 39 966 40 342 43 469 45 421 49 760 53 137 55 330 56 113 o 227 o 227 o 227 o 260 63 170 151 030 151 030 151 294 320 866 501 658 501 658 502 112 675 807 762 148 808 505 1034 789 1320 165 1618 401 1929 145 1937 324 2138 493 2253 582 2589 965 2938 435 3299 374 3673 217 48 309 48 309 48 309 47 678 42 652 37 112 37 112 36 510 30 650 25 736 25 736 25 218 22 210 20 318 19 857 15 934 12 075 8 769 6 208 6 024 4 641 3 823 2 130 o 937 o 232 o 000 49 297 49 297 49 297 48 653 43 519 37 860 37 860 37 244 31 260 26 242 26 242 25 713 22 642 20 711 20 240 16 237 12 301 8 930 6 319 6 132 4 723 3 890 2 166 o 953 o 236 o 000 3 072 3 072 3 072 3 072 3 041 2 936 2 936 2 936 2 761 2 524 2 524 2 524 2 335 2 259 2 217 2 010 1 745 1 473 1 199 1 192 1 034 o 947 o 700 o 460 o 226 o 000 MOMENTS AND DBFLBCTIONS )------------------------ Page 12 PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 Tue Dee 15, 1997 - 11 32 39 am (c) 1993 to 1997 PAUL J FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design OWner Status 29297-809 140-FT POLB - 116 MPH I 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MD1050D DADB CO I MIAMI, FL 5 MPH + 112ft ICB LOAD CASB 2 POLE SHAFT SEGMENTS ACTUAL VS Client summit Manufacturing Inc Revision Rev Date ALLOWABLB STRESSBS WIND VELOCITY . 100 50 mph with 0 50 inches Radial Ice Segmnt Blev (ft) Allowable stresses HAVE NOT been increased by [-------------- ACTUAL STRESSBS ---------------] Bending Axial Torsion Shear Combined [fb] [fa] eft] [fv] [Ftot] (ksi) (ksi) (ksi) (ksi) (ksi) Note 138 00 138 00 138 00 138 00 130 00 120 00 120 00 120 00 110 00 100 00 100 00 100 00 93 25 90 00 88 25 80 00 70 00 50 00 50 00 49 75 43 50 40 00 30 00 20 00 10 00 o 00 o 018 o 018 o 018 o 021 4 286 8 399 8 399 8413 14 890 19 722 19 722 19 740 23 928 19 171 19 812 22 510 2S 081 27 084 28 655 28 693 25 839 27 190 28 034 28 694 29 213 29 625 o 000 o 006 o 025 o 115 o 137 o 159 o 174 o 250 o 257 o 281 o 295 o 358 o 385 o 289 o 289 o 306 o 324 o 342 o 357 o 384 o 353 o 351 o 379 o 397 o 415 o 430 ---------( END LOAD CASE 2 o 000 o 003 o 189 o 395 o 332 o 273 o 421 o 557 o 456 o 395 o 513 o 505 o 545 o 386 o 375 o 334 o 292 o 257 o 228 o 228 o 193 o 185 o 165 o 150 o 135 o 124 o 000 o 007 o 378 o 600 o 608 o 613 o 909 1 088 1 052 1 038 1 274 1 418 1 385 1 004 o 995 o 979 o 958 o 941 o 923 o 925 o 815 o 813 o 801 o 791 o 783 o 775 o 018 o 030 o 983 1 729 4 713 8 594 8 877 9 120 15 387 20 156 20 254 20 401 24 541 19 609 20 241 22 929 25 497 27 504 29 080 29 145 27 248 27 505 28 453 29 137 29 572 30 095 1/3 Allow Stress [Fb] (ksi) 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 36 00 35 00 36 00 36 00 35 00 36 00 36 00 36 00 35 00 39 00 39 00 39 00 39 00 39 00 39 00 Actual/ Allowable [Ftot/Fb] Ratio o 0005 o 0008 o 0273 o 0480 o 1309 o 2415 o 2466 o 2533 o 4274 o 5599 o 5626 o 5657 o 6817 o 5447 o 5522 o 6369 o 7082 o 7640 o 8078 o 8095 o 6987 o 7078 o 7298 o 7471 o 7608 o 7717 ACTUAL VS ALLOWABLE STRESSBS )------------------ PJF Pole (tm) - Monopole Design Program Windows Version 1 28 0085 (c) 1993 to 1997 PAUL J Tue Dec 16, 1997 - 11 32 14 am FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No Description Design Owner Status 29297-809 140-FT POLE - 116 MPH / 100 Omnipoint Final Design Design No SUMMIT JOB #3070 Engineer RKT 6MDI050D DADE CO , MIAMI, FL 5 MPH + 1/2" ICE Client Summit Manufacturing Inc Revision Rev Date M 0 N 0 POL E BAS E P L ATE DES I G N Shaft Shape Base Dia, DF PT-to-PT, DP Min Bolt Circle 18 Sided Polygon 62 140 Inches 63 099 Inches 69 349 Inches Stress Increase Base Plate Shape Use Bolt Circle Base Reactions DESIGN Moment Axial Load 4362 013 Ft-Kips 34 726 Kips D ETA I L S 1 000 Factor Square 70 000 Inches USER 4365 Ft-Kips 35 Kips Anchor Bolt Details DESIGN USER Number of Bolts 24 24 Bolt Diameter 2 250 Inches 2 250 Inches Bolt Type ASTM A615#18J ASTM A615#18J Y-Distance 15 15 Mom of Inertia 14427 85 In"'4 14700 00 In"'4 Bolt Tension, T 125 80 Kips 124 71 Kips Allowable Tension 146 25 Kips 146 25 Kips Bolt Compression, C 127 25 Kips 126 17 Kips Base Plate Details DESIGN Plate Moment, MPL Bend Plane, W Plate Thickness, t Plate Width P1ate Steel Gross Weight Net Weight Allowable Stress Actual Stress Act /Allow Ratio 2751 94 In-Kips 38 87 Inches 3 366 Inches 71 425 Inches ASTM A572 GRADE 50 (50 KSI) 4869 60 Lbs 3726 00 Lbs 37 50 Ksi 37 50 Ksi 1 00 BAS E USER 2975 15 In-Kips 38 27 Inches 3 500 Inches 71 000 Inches ASTM A572 GRADE 50 (50 KSI) 5003 40 Lbs 3814 20 Lbs 37 50 Ksi 38 08 Ksi 1 02 DES I G N SUMMARY P L ATE USE FOLLOWING SPECIFICATIONS Plate Thickness Plate Width/Diameter Plate Weight 3 500 Inches 71 000 Inches (Square) 5 003 Kips Number of Bolts Bolt Circle Bolt Diameter Bolt Type 70 2 ASTM 24 00 Inches 25 Inches A615#18J v1~~ -sSJ {ct-J" fY\~'S. fe-c me o1(t~/;? I~ 5~h of An,.J2rc---P7 f f<t-"'f c:kl~",- t;~ ~",.fl ~ ~o1q..ar 02 /17 5 <...< J ~ s i\~C=..Q ft. ~~ . 1 st REVIEW COMMENTS I~~ ~ ..Is.f- ~"L..Q Or-- ~....o.. PrOject name Unisite at Quantum Park File number' COUS 98-007 PermIt Number' 98-4463 Reference: The plans consIst of 7 sheets identified as 1 st ReVIew. Conditional Use. File # COUS 98-007 with a November 23. 1998 Plannmg and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS ~ ~A'd'~ CdY15~c-fr~ C"O'V1 fi'-,...,'U' C Co7V\ V"\~"" +- / Comments / As per section 10-25 10 the CIty Code, free dumping access to contamers at all tImes shall be provided by the user / The dumpster enclosure should be 10 feet by 10 feet internal dimensIOns. The gate for the container should be mounted on the outside of the enclosure. The enclosure should be widened if the gates are to be mounted on the mSlde. / The applIcant must apply a detailed drawmg of the enclosure with the plans. UTILITIES Comments. 1/ Be advised that a gravity sewer Ime crosses this site It is not 10 an easement, because the land is owned by the City The applicant must call for locatIOns (742-6400), and show the sewer Ime on the plans. FIRE Comments c,~cc=d2 dJ,oo ~ ~~~"'-- K---) 5 Show fire hydrant locatIO "...-,-.... as well as water maIO location, and provide fire flow calculations, LOR Ch, 6, Sec. 16. /' The access road is not acceptable and the gate access must meet Fire Rescue Department reqUIrements, BBCC Ch. 9, Sec. 9-15 POLICE Comments None ENGINEERING DIVISION Comments. 7 All plans submitted for specific permits shall meet the CIty'S code reqUIrements at time of application. These permits include, but are not limIted to the followmg: sIte IIghtmg, pavmg, dramage, curb 109, landscapmg and irrIgatIOn. Permits reqUIred from other permitting agencies, such as FOOT, PBC, SFWMD DERM, L WOO, DEP and any Page 2 Umslte @ Quantum Park Ftle No COUS 98-007 DEPARTMENTS others, shall be mcluded with your permit request. Provide a certification by a registered Flonda Engineer conforming to the reqUirements of LOR Chapter 10, Section 3 C.2. In accordance with P .LD zonmg setbacks, the lease property shall be located 30 feet from the side or east lme of lot 92, and 40 feet from the rear lot Ime [LOR Chapter 10, Section 3 C.3.b] DimenSIOn the height of the tower from the top to the crown of Miner Road to determme code comphance, [LOR Chapter 10, Section 3 C.3.a,] Provide proof of mgress/egress easement to subject site. Smce access to site Will be a dirt road, recommend exemption from parking reqUirements. [LOR Chapter 10, Section 3 C 14 ] Provide a statement of non-mterference as specified m LDR Chapter 10, Section 3 C 13 Provide a wntten statement In response to Items 4, 5 & 6 of LOR Chapter 10, SectIOn 3 C Submit an acceptable lease agreement with the City [LOR Chapter 10, Section 7.B ] Y Submit the reqUired affidaVit and wntten evaluation If the site IS to become a "Qualified Shared Faclhty" [LOR Chapter 1 0, Section 6 ] Comments BUILDING DIVISION Provide detail drawmgs of the slgnage proposed for the site or signage proposed to be attached to other structures located at the site or place the following not on the site plan drawing: Slgnage for the project IS not approved. Separate site plan review and approval IS reqUired for slgnage. Drawmgs of the slgnage shall comply With the applicable regulations specified m the Quantum sign program and/or Sign Code. [Chapter 21 of the Land Development RegulatIOns] Provide suffiCient mformatlOn on the plan to determme that the overall height a, . iT of the antenna IS In comphance with the city's codes. Thc-..:d" :>t:Lbat$ n um t8_1. ('In . I Y hae -=- the ~) tAli ~Jtl "hall "uJlJply with lM. ~8.' Ji:h set8ft~k ,sp",,;fit::\I~. II '" ~Q(k The overall height (maximum allowed IS 150') specified on the plan does not reflect the crown of the adjacent pubhc road. To determme that the height of the -'/~ INCLUDE REJECT s~ ~p ( ~~.'i'~ Page 3 Unislte @ Quantum Park File No COUS 98-007 -\.s"'- (~.j . DEPARTMENTS INCLUDE REJECT antenna comphes with the code, mdlcate the elevation of the adjacent crown of the road and the elevatIOn of the overall height of the antenna. The mformation shall be consistent with the regulatIOns specified m Chapter 10-TelecommunicatlOn Towers and Antennas, Section 3.a. and b CV Comphance with the bUlldmg codes wIll be evaluated at time of permit review The permit fee and other apphcable fees Will be determmed at tIme of permIt review PARKS AND RECREATION Comments. None FORESTER/ENVIRONMENTALIST Comments iV The applicant should mdlcate that there would not be any Impact from the project construction on the adjommg "swamp" (wetland) shown on the landscape plans. The wetland IS a reqUIrement of the Development of Regional Impact (DR!) document. PLANNING AND ZONING Comments. tV ProvIde copy of lease agreemel}t 'YJ#h CIty cefor .t?~ ~/r ~~(r1-{ Ie P'r &2""s=nb:-c. t:~~ < ~~.... , 22. ProvIde to"""r rf~nrlpnR8 Qr paetegral'h 380'" mg--at minIm 11m, cQlgr't l\nrl .g~riiR'ne rI~"I~iE. / A statement by a regIstered engmeer that certIfies the tower's compliance wIth apphcable standards and describes the tower's capacity includmg an example of the number and type of antennas that could be accommodated. V Provide agent authonzatlOn from Unislte, Inc. for project (include appropnate corporate signatures, letterhead, and project name, locatIOn, or descnption) Include setba~~ g~menslOns (t~~;<};3uipment fro~P42eI1Y upe) 22 JI .rr-~1 25 'c ~?:a> ..... t I 1Yrl"" I C"kCe"S5 . ~.".r l?'?("I$1"" ~ IJIn ~'.$ Sl e p an f ""c ~...... oY'Vr-c..I<-';'{' ~cc-xL\J~(~~ P~C=5~,... - -r-~~~~ L r. ;..,...- - - ~) I::;,"f<!.-, " 26 Place dimensIOns on plan mdlcatmg distance between tower or eqUIpment and nearest residential zomng distnct. -:t J I l.n'\Qce...< (.. .... <. Page 4 Unislte @ Quantum Park FIle No COUS 98-007 ~ DEP ARTMENTS INCLUDE REJECT ....... r:EJ Provide note on plan referencing agreement/date establtshmg mgress- egress easement. 1/ IndIcate surface for parking space ~9) ProvIde landscapmg plan at identIcal scale as site plan, or place landscape mformation on the site plan (page A-I). 30) Place landscape materials m chart/table, include both common and G botamcal names and native counts and percentage (a mmImum of 50% native plants will be used). /q' Show and describe "No Trespassing" signs to be spaced no more than 40 -' ) ..-/ feet, 7 Landscape the parkmg space to block It from any current pomts of view eft. oS~ 'P from any adjacent uses. 33) Show location and specifications of proposed lighting. ~ t:J("I. 1'\.-f~ 0 r") 1>4- I'J~-f ~ ,. L ~ ;;JI r~ p j .A _.4:) I - 5,...~ /bme s:\projectslcond of appr\ I /r ~~ ..~r/~~-.Q --------- - ~- ---------~~-----~~--- APPLICATION TRACKING LOG PROJECT TInE: Unisite @ Quantum Park fiLE #: CO US 98-007 PROJECT LOCATION: TYPE OF APPLICATION: PUBLIC NOTICE REQUIRED: (Y IN) 0 REVIEWER'S NAME AGENT ADDRESS: AGENT PHONE: fAX: DATE REC'D: 11/23/98 AMOUNT RECEIPT NO 12 SETS Of PRE.ASSEMBLED PLANS SUBMITTED FOR REVIEW: 2 OF 12 SETS SIGNED AND SEALED 0 SURVEY 0 LANDSCAPE PLAN 0 FLOOR PLAN 0 SITE PLAN WITH SITE DATA 0 APPLICATION/SUBMITTAL: DATE ACCEPTED: DRAINAGE PLAN ELEVATION VIEW DRAWINGS COLORED ELEVATIONS RECEIVED MATERIAL SAMPLES RECEIVED PHOTOGRAPHS RECEIVED DATE DENIED: o o o o o DATE Of LETTER TO APPLICANT IDENTIfYING SUBMISSION DEfiCIENCIES: DATE Of SUBMITTAL ACCEPTANCE LETTER: I INITIAL 1 ST REVIEW MEMO: DATE SENT 12/2/98 I MEMO NO. 98.330 I RETURN DATE: 12/18/98 1 ST REVIEW COMMENTS RECEIVED MEMO# DATE PLANNING BLDG ENGR FORESTER UTIL. PW PARKS FIRE POLICE DATE Of LETTER SENT TO SENT TO APPLICANT IDENTIfYING TRC REVIEW COMMENTS: MEMO# 90 DAY CALENDAR DATE WHEN APPLICATION BECOMES NULL AND VOID: DATE 12 COMPLETE (ASSEMBLED) SETS Of AMENDED PLANS SUBMITTED fOR 2ND REVIEW: PRE.ASSEMBLED PLANS SUBMITTED fOR REVIEW AMENDED APPLICATION 0 2 Of12 SETS SIGNED AND SEALED 0 SURVEY 0 LANDSCAPE PLAN 0 flOOR PLAN 0 SITE PLAN WITH SITE DATA 0 2ND REVIEW MEMO: DATE SENT DRAINAGE PLAN ELEVATION VIEW DRAWINGS COLORED ELEVATIONS RECEIVED MATERIAL SAMPLES RECEIVED TRANSPARENCY RECEIVED PHOTOGRAPHS RECEIVED o o o o o o MEMO NO RETURN DATE: 2nd REVIEW COMMENTS RECEIVED PLANS MEMO# DATE PLANS MEMO# DATE UTIL. 0 PLANNING 0 PW 0 BLDG 0 PARKS 0 ENGR [] fiRE 0 fORESTER 0 POLICE 0 BOARD MEETING DATE: BOARD: LAND DEVELOPMENT SIGNS PLACED AT THE PROPERTY DATE SENT / SIGNS INSTALLED: DATE: CITY COMMISSION: DATE: DEVELOPMENT ORDER RECEIVED fROM CITY CLERK: 0 DATE: DEVELOPMENT ORDER SENT TO APPLICANT 0 DATE: S:\FORMS\TRACKING LOG FORM revised 4/25/97 1 st REVIEW COMMENTS fY'~~ 1(11 171 Project name Umslte at Quantum Park File number. COUS 98-007 PermIt Number. 98-4463 Reference The plans consist of 7 sheets Identified as 1 st RevIew, CondItIOnal Use. a November 23, 1998 Plannmg and Zoning Department date stamp markmg. FIle # COUS 98-007 With DEPARTMENTS INCLUDE REJECT PUBLIC WORKS Comments ..- 1 As per sectIOn 10-25 10 the CIty Code, free dumpmg access to contalOers / ~ ~ <i~ , at all tImes shall be provided by the user t ~ ~ if):? 2 The dumpster enclosure should be 10 feet by 10 feet lOternal dimenSIOns. r.-!f _~ ~ (if The gate for the container should be mounted on the outsIde of the ~...p< ~ ~~.. enclosure The enclosure should be wIdened If the gates are to be ~>~c ~e- ) mounted on the inside. ~ \. )(> ,., The applIcant must apply a detailed drawmg of the enclosure WIth the -' plans UTILITIES Comments 4 Be adVised that a graVIty sewer IlOe crosses thiS site It IS not 10 an easement, because the land IS owned by the City The applicant must call for locations (742-6400), and show the sewer lIne on the plans. FIRE Comments. 5 Show fire hydrant location on plan as well as water mam location, and provide fire flow calculations. LDR Ch. 6, See 16 6 The access road is not acceptable and the gate access must meet Fire Rescue Department reqUIrements. BBCC Ch. 9, See 9-15 POLICE Comments. None ENGINEERING DIVISION Comments 7 All plans submitted for specific permits shall meet the City'S code requirements at time of applicatIOn. These permits include, but are not limited to the following: site hghting, paving, drainage, curb 109, landscaping and irngation. Permits reqUIred from other permlttmg agencies, such as FDOT, PBC, SFWMD, DERM, LWDD, DEP and any .y1< 9 - "- i l-- ",7 ~t 10 / {,- 11 12 Page 2 Umslte @ Quantum Park File No COUS 98-007 I DEPARTMENTS <)thers, shall be lOcluded with your permit request. / Provide a certificatIOn by a registered Flonda Engmeer conforming to the requirements of LDR Chapter 10 SectIOn 3 C.2 In accordance wIth P.I.D zonlOg setbacks, the lease propertY shall be located 30 feet from the Side or east IlOe of lot 92, and 40 feet from the rear lot IlOe [LDR Chapter 10, SectIOn 3 C.3 b] Dimension the heIght of the tower from the top to the crown of MlOer Road to determine code compliance. [LDR Chapter 10, Section 3 C.3.a.] Provide proof of mgress/egress easement to subject site. SlOce access to site Will be a dirt road, recommend exemption from park 109 reqUIrements. [LDR Chapter 10, SectIOn 3 C 14 ] 13 ProvIde a statement of non-lOterference as specIfied in LDR Chapter 10, SectIon 3 C 13 14 ProvIde a written statement 10 response to Items 4, 5 & 6 of LDR Chapter 10, SectIOn 3 C 15 SubmIt an acceptable lease agreement With the City [LDR Chapter 10, SectIOn 7.B ] 16 Submit the reqUIred affidavit and w.JItten evaluatIOn If the sIte is to become a "Quahfied Shared Facihty" [LDR Chapter 10, SectIon 6 ] BUILDING DIVISION W~ ~cc:c..'~~-l'-l(Y" OJ-.- (f'~,,\_ Comments. 17 ProvIde detaIl drawmgs of the signage proposed for the site or sIgnage proposed to be attached to other structures located at the site or place the folIowmg not on the site plan drawlOg: SIgnage for the project is not approved. Separate sIte plan review and approval IS reqUIred for signage. Drawmgs of the sIgnage shall comply WIth the applicable regulations specIfied in the Quantum sign program and/or SIgn Code. [Chapter 21 of the Land Development RegulatIOns] 18 Provide sufficient informatIon on the plan to determine that the overall heIght and location of the antenna IS 10 comphance with the city's codes. The SIde setback from the property line to the 8' tall wall shall comply with the 20' side setback specified in the code. The overall heIght (maximum allowed is 150') speCified on the plan does not reflect the crown of the adjacent pubhc road. To determine that the height of the I INCLUDE I REJECT I ,cj -f' V:J1{j.,7 3 5/'c .~ V \ K.- f?fiR; ~~~j-~ .~/ \ Cl.9:r k..v oV /W <:-Y ~ ~ r 'if (lfIJ- & (L 'f! ~\ ~JS,{" ') r'(\. \S . / \. Page 3 Umslte @ Quantum Park File No COUS 98-007 ~{ (f I DEPARTMENTS I INCLUDE I REJECT I antenna complies with the code, lOdlcate the elevation of the adJacent crown of the road and the elevatIOn of the overall height of the antenna. The informatIOn shall be consistent WIth the regulatIOns speCIfied 10 Chapter 10- TelecommumcatlOn Towers and Antennas, SectIOn 3.a. and b 19 Comphance with the bUlldlOg codes Will be evaluated at time of permIt reVIew The permit fee and other apphcable fees Will be determlOed at time of permit review PARKS AND RECREATION Comments. None FORESTER/ENVIRONMENT ALIST Comments 20 The apphcant should lOdlcate that there would not be any Impact from the project construction on the adJolOlOg "swamp" (wetland) shown on the landscape plans. The wetland is a reqUIrement of the Development of Regional Impact (DR!) document. PLANNING AND ZONING Comments. 21 PrOVide copy of lease agreement WIth City 22. ProVIde tower rendenng or photograph showmg at mlOlmum, colors and screening deVIces. 1/ ~Q~ A statement by a regIstered engmeer that certifies the tower's\.. . tie- , compliance WIth apphcable standards and describes the tower's capaCIty j p (67 lOcludlOg an example of the number and type of antennas that could be . accommodated. :/ Provide agent authonzatlon from UnisIte, Inc. for proJect (include appropnate corporate signatures, letterhead, and proJect name, location, or description) 25 Include setback dimenSIOns (tower and equipment from property line) on site plan. Setbacks must meet mImmum requirements for PID zonmg diStrICt. 26 Place dImensIons on plan indicating dIstance between tower or equipment and nearest residential zoning district. (llk' Page 4 Unislte @ Quantum Park File No COUS 98-007 "00)L? ( ~'T.:' \ DEPARTMENTS INCLUDE REJECT 27 Provide note on plan referenclOg agreement/date estabhshlOg lOgress- I egress easement. l~ IndIcate surface for parklOg space 29 Provide landscaplOg plan at Identical scale as site plan, or place landscape informatIOn on the site plan (page A-I) 30 Place landscape matenals 10 chart/table, lOclude both common and botanIcal names and native counts and percentage (a mlOImum of 50% native plants will be used). 31 Show and describe "No TrespasslOg" SIgns to be spaced no more than 40 feet. / Landscape the parklOg space to block It from any current po lOtS of view from any adJacent uses. / Show locatIOn and specificatIOns of proposed hghting. ok.. ,,};; --<' ((Jet' 0" ~ J; (ft . J { /bme _1.: r 0 s:\projectslcond of apprl ty~ ~'<""\ r ~ ql>L-...... _ ~ ') ,( ~ ,?'t From" Sent: To Cc: Subject: MazzeI/a, Pete Monday December 21 199810:29 AM Ellanson, Beverly Guidry John Optimist Park at Quantum Park DEe 2 I \998 rn @ ~ J_ ~W _ ~ Ellanson, Beverly PLANNING AND ZONING DEPT. Beverly I have one comment on this' 1 Please be advised that a gravity sewer line crosses this site. It is not in an easement, because the land is owned by the City However, the applicant must call for locations (375-6400) and show the sewer line on his plans. A hard copy of this note will net be sent, due to time constraints. Please include this comment in your response to the applicant. Have a Merry Christmas! Pete 1 DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. ENG 98-157 000 ~@rn~\i7~fn) ; II! II DEe I 8 1998 i 1!J FROM Michael Rumpf Actmg Plannmg and Zonmg Admmlstrator Raymond F DavIdson. P E CJty Engl~ December 16 1998 PLANNING AND ZONING DEPT. TO DATE RE UNISITE (ii) QlJANTUM PARK - CONDITIONAL USE (COUS 98-007) 1ST REVIEW COMMENTS We have reviewed the subject plans and offer the followmg comments that should be addressed pnor to the project bemg forwarded for Board review En2ineerm2 DivIsIOn (Site Specific Comments) - Sebastian Puda & Ken Hall 561-742-6280 All plans submitted for specific permits shall meet the city's code reqUirements at time of apphcatlon These permits mclude, but are not hmlted to the followmg site hghtmg, pavmg, dramage, curbl11g, landscapl11g and IrrigatIOn Permits reqUired from other permlttmg agencies, such as FOOT PBC SFWMO OERM, L WOO DEP and any others, shall be mcluded with your permit request 2 Provide a certificatIOn by a registered Flonda Engmeer conformmg to the reqUirements of LDR Chapter 10 Section 3 C 2 3 In accordance with P I 0 zonmg setbacks, the lease property shall be located 30 feet from the side or east Ime of lot 92, and 40 feet from the rear lot Ime [LOR Chapter 10 Section 3 C 3 b ] 4 DimensIOn the height of the tower from the top to the crown ofMmer Road to determme code compltance [LDR Chapter 10 SectIOn 3 C 3 a.] 5 Provide proof of I11gress/egress easement to subject site 6 Sl11ce access to site will be a dirt road, recommend exemption from parkmg reqUirements [LDR Chapter 10 Section 3 C 14 ] 7 Provide a statement of non-mterference as speCified m LDR Chapter 10 Section 3 C 13 8 Provide a wntten statement 111 response to Items 4" & 6 of LOR Chapter I 0 Section 3 C 9 SubmIt an acceptable lease agreement with the City [LOR Chapter 10 SectIOn 7 B ] 10 Submit the reqUired atlidavlt and wntten evaluation If the site IS to become a "Quahfied Shared FaCIlity" [LDR Chapter 10 Section 6 ] SP/KH ck Xc Bulent Kastarlak Sebastian Puda Ken Hall <- \1\ Doculllcnts I 'n"lIe f{ <)uanlulll Park <- ('Ildithl1lall'se Is1 Rene\\ ,I<,c DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. BD 98-243 rn mow m rn DEe I '199B PLANNING AND ZONING DEPT. TO Michael Rumpf, Actmg Planmng and Zonmg Admmlstrato~ ~ -.(}Z ~c Michael E Haag, Buildmg Code Permit Admmlstrator t V December 16, 1998 FROM DATE RE Unisite @ Quantum Park - Conditional Use Approval (COUS 98-007) 1st review comments We have reviewed the subject plans and offer the followmg comments that should be addressed pnor to the project bemg forwarded for Board reVIew' Buildin2 Division (site sDecific and Dermit comments) - Michael E Haag (561) 742-6352 1 Provide detail drawmgs of the slgnage proposed for the site or slgnage proposed to be attached to other structures located at the sIte or place the followmg note on the sIte plan drawmg: Slgnage for the project IS not approved. Separate site plan review and approval IS reqUlred for sIgnage Drawmgs of the slgnage shall comply wIth the apphcable regulatlOns specIfied m the Quantum sIgn program and/or Sign Code [Chapter 21 of the Land Development RegulatlOns] 2 ProvIde sufficient mformatlOn on the plan to determme that the overall heIght and locatIon of the antenna IS m comphance WIth the CIty'S codes The side setback from the property hne to the 8' tall wall shall comply with the 20' side setback speCIfied m the code The overall height (maxImum allowed IS 150') speCIfied on the plan does not reflect the crown of the adjacent pubhc road. To determme that the height of the antenna comphes with the code, mdIcate the elevatIon of the adjacent crown of the road and the elevatIon of the overall height of the antenna. The mformatlOn shall be consistent with the regulatIons speCIfied m Chapter 10-TelecommumcatlOn Towers and Antennas, SectlOn 3 a. and b 3 ComplIance With the bUlldmg codes will be evaluated at tIme of permit reVIew The permit fee and other applIcable fees wIll be determmed at tIme of permIt reVIew MEH.bg XC Bulent 1. Kastarlak \\CH\MAIN\SHRDAT A\Deve1opment\Bui1ding-6870\Documents\TRC\COUS 98-007 1st review Unisite @ Quantum Park.doc TO Mike Rumpf, Actmg DIrector ofPlannmg and ZODlng , ... FROM Kevm John Hallahan, Forester/EnvIronmentahst Re: U nisite @ Quantum Park Conditional Use - 1st Review DATE December 14 1998 The apphcant should mdIcate that there would not be any Impact from the project constructIon on the adJommg "swamp" (wetland) shown on the landscape plans The wetland is a reqUIrement of the Development ofReglOnal Impact (DR!) document. The project should contmue m the normal reVIew process KJh File ~, PUBLIC WORKS DEPARTMENT MEMORANDUM #98-328 DEL I 5 i.-,~-< ".., SUBJ Michael Rumpf, Acting Planmng & Zomng ~ff~ger C Larry Roberts, Pubhc Works DIrector CfV AI KIm, Samtal10n Supenntendent ~ SIte Plan RevIew - CondItIOnal Use - UnlSlte @ Quantum Park TO THRU FROM DATE December 11, 1998 As per sectIOn 10-25 m the CIty Code, free dumpmg access to contamers at all tImes shall be provIded by the user The dumpster enclosure should be 10 X 10' mtemal dImenSIOns. The gate for the contamer should be mounted on the outsIde of the enclosure. The enclosure should be WIdened If the gates are to be mounted on the mSIde. The apphcant must supply a detaIled drawmg of the enclosure wIth the plans. If you have any questIOns please contact Al KIm, SanItatIOn Supenntendent at 742-6206 between the hours of7'00 AM and 3.30 PM. AKlcr Cc Dan DeCarlo Planmng FIRE & LIFE SAFETY DIVISION Memorandum No 98-415 0\' . :f" ,.'" NFPA Life Safety Code 101, National Fire Code 1, all applicable National Fire Protection Association codes, and the City Fire code shall be adhered to TO FROM Mike Rumpf, Act. Director Planning & Zonmg DIVISion ~'_.. Steve Gale, Fire Marshal, ' Deputy Chief - Fire Rescue Dep. men!. .~ ~ ~.Jt1,~\ .- ; \\ iU\ ule A i998 U DATE December 4, 1998 __.J t.....-..-' SUBJECT Unisite @ Quantum Park Optimist Park @ Quantum Park COUS 98-007 l.....- ~~~~~---------- The fire hydrant location is not shown on the plan and we need the water main location and the fire flow calculations LOR Ch 6 Sec 16 The access road IS not acceptable and the gate access must meet Fire Rescue Department reqUirements BBCC Ch 9, Sec 9-15 The Fire Rescue Department does not recommend that thiS plan be forwarded at thiS time CC File CITY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO FILE CODS 98-007 FROM Mike Rumpf Ofc RIggle DATE 12/03/98 SUBJECT DnlSlte REFERENCES PZ 98-330 ENCLOSURES I have no comment III reference to thIs proJect. ill m@&OWrn 00 DEe '3 98 PLANNING AND ZONING DEPT. ) )"\.5 ( fc o Lh-''f''5+~ 5 'pT ~l<=-~ ~ s;. Y'\o._ lJ'<..:. "" i-- t:a~- j~ ~<'T -1~ J;,- -- fbfc t'" b...- P t~-9- 0-.. ~ f ,,-....... ;::;;,...,ce. /(,...6- (' r' lr - 1-rv.,O .,{ ~ ~OC-'" k- hOl.-; ~-s.--r~-( (~.s ~:...ay::;, $<1'-'<:' - c (,<zc-K C' ~-r /6 ~ C~ ~~f.c- j c+ 60-<:. K.. [... (,'-<':-L ( ~ .s.c.",- r f ,,-f ....5-~;P Q.,<<::"....k-::J ~)-S (~~"- +r v~ -t= "" C k c:..c:::::.s..> ~ r ) IJI!/I. Marttila, Doris From Sent: To. Cc. Subject: Costello Joyce Monday January 11 1999 12.49 PM Igwe Nicholas; Marttila, Doris; Wildner John Hawkins, Wilfred Berman, Susan Communication Tower Siting Committee ThIS wIll confirm a meetmg on January 12th @ 11 00 a.m of the above commIttee Meetmg wIll be m the CIty Manager's Conference Room I WIll forward backup to you thIS afternoon. Joyce 1 Dec-23-9a 05.34A NSA US GOV FLOl P 02 ~te . Ii5I7 ~~ 0/IhIfI ...15lJ ..... R~. r&.I I4IID-UI/IIII'IE ~ "AX, 1ID-SII!Jo3Il5D ~~ December 3. 1998 Ms. Kerry ...~Ilis City Manager 100 E. Bcynton Beach Boulevard PO Box 310 Boynton Beach, Florida 33416 ill~ JAN I , P'!'") ~ 0 \YJ ~ @ RE. PLANNING AND ZONING DEPT UNISites Proposai for a Coml':'lunicatlol"!s Tower Dear Ms. \M'lis: As I am sure that you are already aware of UNISite s, Inc. interest in leasng property owned by the City located within Quantum Park for the purpose of installing a \'\Are.ess Communications facility Per Mr Buient KastarlaK's request I am forwarding thiS writteP'l proposal to you in hopes of initialIZing the leasing process. The procedure will entail the constr.Jction of a 150' communications tower (monopole) Additionally UN!S:te would be required to obtain appmXllTl8tely 2500 square feet (50'x50) of raw land in order to develop a compound to house the communication equipment. UNISite, Inc. has authorized me to offer the City the following for the use of its property. . Rent: A lump sum of $45,QOOCC paid in full for the first five (5) years. . The second five (5, year term wiil be paid in equal month~,. installrr.ents totaling $10,000.00 armually and . A Meen percent (15%) rent escalation per Term, beginning with the second term . Tenn: An initial te"ln of five years (5) with fcur (4), five-year automatic renewals. I have enclosed a copy cf UN'Sites Ground Lease Agreement. ncn-deal specif.c for your consideration Please review and forward to all appropnate parties for approval. Once yOL have had the opportunity to re\tiew the enclosed mate:ials, please contact me at (954) 471~860 so that we may further discuss. On behalf ci UNISite, Inc. r would like to thank you for your time and I look forwaro to speaking with you soon Sincerely ~,~u~ /?t~ Tama \Ne:>er U~ISite fnc. Enclosures ~ t~9//~ Dec-23-9S 05 3SA NSA US GOV FLOl P 03 GROUND LEAS~ l"GREEME~T "'"}-.,$ Ground L~ase Agreement ("Gro~nd :"'e:lSe") lS b" and ber\'iee~ UNISITE. Il'.C., :l Dela\'.are corporatlOn. having ;) prmc:paj ;Jiace of ot:smess at C':'essee") and a hcvmg a pnncIpal place of bus mess at ("Lessor") WHEREAS_ Lessor LS the o\\lner of properrv havmg a street address of located m the of County of and 1ereafter referred to as the "Prop~rty" The PropertY lS more fui!y descnbed on Exhibit 'f A" ::J.':tacned hereto and mace a part ofLI-}:S Ground LeasE' ~ow, THEREFORE. in consIderatiOn of the "11U~ covenants ccntllned herem ~'1d for good and valuabie consIderatIon the receipt arc suffic:enc" or which IS hereby ackno\\i iecgeu, the parties hereto agree as tolk.ws' Lease Lessor agrees to lease to Lessee approxlmately __ () square feet of space. more f..dl} described !Ie. Exbblt "B" \the PremIses"). Lessor shall mamtam the Property so li r.ot to :r.terfere '\luh Loessee s use of the PremIses and nghts under thiS Ground Lease .., Use cf Premises. a. Lessee agrees to use (he Prem15es for the mstailauon, construction, operation and maintenance of a wireless cornmUDlcauons transmISSion and rece:JtlOn facility :ndudi:1g. without hrmtaticn, communications eqUIpment po.~ or {ewer structures. shelter bUIldmgs. telephone. electnc and radiO cables and other tr.mSr.USSIon hnes. fencing, a..,d other rela:ec eqUIpment and facilItIes (collectively a "SIte Co~pound") for :he use and occupancy bv providers of wireless cOn'.J11umcations serv\ces ("Users ') Upon the eXplratl~n or termmatlOn of thiS Ground Lease. Lessee agrees to repaIr an) damage to the Premises causec by Lessee. and thereafter the Site Compound shall remal!l on the Sue and become .he property of Lesser. unless Lessor requesls Lessee to remove the SIte Compound and restore the Prem,ses to Its condition on the Commencement Date (as detned belo'A<). ordmary wear and tear damage from the elements excepted. b In connec:lOn Wlth ~he Site Compound. Lessee shall have the nght. at Its sole c~st and expense. to ootain electrl;;J.J and telephone service directly from the sen'\Cl:;'lg unht\' company l!lclucmg the right to Install a s.eparate transformer meter arc main breaker where requued. Lessee or the Site Cl>i11pound Lsers shaP be responsible for the utilItIes consumed at I!S Site Compound at the nc'rmal '.......0 ~ OJ. Oec-23-98 OS-35A NSA us ~OV FlOl P 04 mte charged by the servlcmg J~ili[1/ company Lzssee and Lessor agree that if .lIl .~aseMent IS requlred to Ilbtam and mamral:l L,uh:v services, an easement .v!1I be granted bv Lesser at an accepta:.ie locat:on agreed to by L~ssor and :he sen cmg .itlhty compan) c L'~ssee shall nave the nght to use whatever measures It deems reasonably approprtalc to msta.i and 5ecure the Site Compol.1nd on the Premlses. provlded that It IS In complIance '.\ith ail applIcable law5 and regu!atlons. Lessor agrees to cooperate With Lessee In makm~ apptc2.t1on for and obtainmg, at Lessee's expense. any local, state. federal licenses. permits and any other approvals (the "Approvals") which may be pequlred to allow Lessee use of the PremIses. Lessee shall ernpiov due dIligence to obtain Approvals In 3 tlmel)' marmer It~ however Lessee .s dented or 15 unabie to obtain a required ApprovaL .ncludtng a wntten commItment ti'cm a user for the Site Compound at the time of Lessee :lbtaining a bu.lding per.nit anc :omrnenclOg construction, lessee shall have the:: exclUSive nght [0 !ermmaie illS Ground Lease \.\ilthil1 Its sole discretion. and no further hablbnes under L.l-.llS Ground Lease shall remam In torce or effect. mcluding but not lImIted co the paYlTCenr of Rent (as detined below). d. Lessor agrees to Frovlde twenty-four (24) h:Jurs. seven (7) c.ays a week access tc the Premises Without charge to Lessee. or Lessee's emplo)'ees. Users, contractors, subconLracto:"s ;Jr agents, \1.hlCh access shall remaIn ummpeded throughout the Term and any Rene'....aJ Tern: ofth.s Ground Lease. 3 Site TestlOg Lessor acknowiedges that Lessee at us optIon followmg full execution of thIS Ground Lease. may perform engmeenn~ sur~'ey~. structural a~dlyslS reports. Phase [environmental assessments, or any \.l,h~r testing or reports whlcn may be required In orde:- for Lessee to occupy the PremIses as described In chIs Agreement. !..essor agrees ~o provide to Lessee. upon reques. such mfcrmatlon as ~esso~ has In Its possessIOn or control regardIng the Premises, Including tHle materIals, leases, 5urvev plans, envlfonmentai assessments. or other reports and copies ofptmmts and approvals. -\nv :natenally ad\'erse test 'esults or report WIll entitle Lessee. at Its optIOn, to te:mba~e thIS Ground Lease. 4 blerfe:-ence. a After the executIon of thIs Ground Lease Lessor shaH not Install or permIt the Installatlon of any structure or broadcastmg or other cOr.1ffiunicatlons equIpment on the Property ""ilich Interferes w1th. alters or restncts the operations of Lessee or its Users, mctudmg WIthout Lmttation radio frequency Interference and permitted cumuiatlVe radio freq:.Jency emiSSIons. Such n:errerence shall be deemed a mii:~rial breach of thIS Ground Lease by Lessor Should such Interference occur Lessor shaH promptJv take all necessary acc:on_ at no cost to \oINW'" ....:.;,,~ Dec-23-9B 05 36A NSA US GOV FLOl P 05 Lessee to ehrr:mate the caus~ of said nrerferer;,;;e, m;::ludlr.g, If necessa:-v removLUg or caUSIng to be remo 'ed the ~GLlpr.len~ causI'lg said interference b _cssee shall operate ts Site Compvund. .J" ~am;e the S tc Compound to .,e operated. n complIance w.th all Federal CJmn:L!llIc:lt!Ons Cr.m:msslon regulations 5 Term The mwal term orthIs Ground Lease shall be fer..l penod of fifteen (is) years ("Term ) COMMencmg upon tl:e da:e Lessee .5 In rece!pt )f a b.... !dl:1g pemu t to begm constructIon of the Site Compound, but 10 any event not la..e: thaJ' c:ne ve:u arter tht: Effectl've Date (as defined below) (the' Commencement Date"). a...'1C shall terrmnate on the tlfteent!1 anniversary of the Commenc:-nent .Jare, unless sooner tel1Lunated m accor:::ance w'th thIS Ground Lease. Lessee shall have the rIg:,t to renew the Ground Lease for three l31 succe:;SFe five (5) year penods leach a "Rene\\al -erm") ..lpon the same terms and COnditIO "IS in effe:~ durng the Tenn. This GrcunJ Lec.se sh.dl automatIcally renew fJr ~ach succeSS1\ e Re:l~wal - erm unless Lessee provIdes v,'THten notice to Lessor of ItS I!1teGllOn not ":0 renew at \eas" th1I1y (iO) days pnor to the exptrano"i of the Term or an... Renewal Tern 6 Ren" Lessee agrees ~o pay to Lessor as armual rent tr,e sum of _ Dollars ($_______ ) ("Reolt") pavable In equal montr.ly msta:.lmttms 0i1 the first day of e::.ch calendar mon,h dur'ng the Tern and any Renewal Tenn. except that the cirst payment or' Rent shall be made wlt:,m ten busmess days followmg the Commenccmer. Da~e Tn the event the Commencernert Date does not fall on the first dav of a month. the first and last monthly payment afRent shall prorated accord!ngly Rent payments shali be payable to Less.Jr at ~he address set fonh above or at such other address as Lessor shall r:O'~-i1 Lessee m accorcar:ce WIth Par3graph 15 i Taxes Lessee shail pav any personal J:roperry taxes, use ,md occ",pa.,cy taxes. .ll1d increases LO real estate ,~xe~ (except roll-back or sunIlar taxes, mcludmg mte:-est and penaltIes) directly attnbl.1J.bl~ [0 Lessee's .lse and occ:.l?ancy of the PremIses and the Site Con:pound. Lessor shall pro'. Ide eVIdence ')f such assessment withm 1 timely manr.er 8. lnsuranc::; \Vatver ofSubrogntIon_ a Lessee, at Its sofe cost and e:->pense shall prOVide and mamtam. during the Term of thIs Ground Lease a..'10 an) Renewal Te11Tls commerc!aJ general liabtlIty msurance WIth combmed smgle Itm!t coverage (,lOne \-hlhon :iollars (51 OOc. 000) Lessee shaH name Lessor as an addItIOnal mscred on Lessee's IOSlJrance pohcy and provlde Lessor w.t!l an :15Urance :::ertificale pnor LO the .."..., .~ .. - -, Dec-23-9B 05.37A NSA US GOV FLOl P 06 COr:1mencemem Date. In addItion. L~ssee shail mmntslO wor;(e~'s compens:mori lnsurance as required b)' appitcabie state law b Lessee and Lessor release eaC:l other from anv claims 'or damage to the Property or to Lessee s SIte Compound covered and provIded for in Its O\"TI lOsurance pohcles earned by any of the parties Vv.hleh are 10 tull force at the time of such chum and contam a clause to the effect that such release does not effect the pohcv or the lOsured's nght to recovery thereunder Lessee and Lessor shall lr.struCt thell' respectlve msurance compames lO waive any and aU right of recovery by way of subrogatIon agaInst the other 10 connection with any damage coverec by sald msunmce policIes. 9 IndemmficatIon. Lessor and Lessee each agree to mdemmfv and hold hann!ess the other party trom and agamst am and all claIms, da.-nages, costs and expenses, mcluding reasonabl~ :morrtey t~s. [0 the exter.t caused b~ or ansmg out of (a) the neghgent acts or omlssior,s or WIllful mlscC'nduct In the operations or actiVitIes on the P~operty by the mdemmfymg parrf or the employees, agents, contractors, lIcensees. ~enants and/or subtenants or the mcemmiYmg party (b) 3. breach of any obhgatlon 0 -the mdemmfYIng party under thIS Ground Lease. or (c) envlror..men~al condltlons. unless caused bv the mdemmtied party or .ts employees, agents, tenants (other than the indemmfyI:1g party), contractors, subcontractors or representatives. and. with respect to Lessor's mdemmficauon, an) such condItlons WhICh are pre-e:-mtmg Lessee's right to use and OCCUPy a Site. '.;ot\lilthstandmg the foregomg; thiS mdemm5catlOfi shall not extend to mdIrect. specla~. Incidental or consequential damages, mcluding. ""thout .ImItatlOn. loss of pro tits. Income or busmess opporrumties to the mdemnlfied party or anyone ciaImmg through the lOoemnified party 10 RIght to Lease and \\'arranty of Title Lessor represents and warrants that: (a) Lessor has the suffiCIent nght, tItle and Interest in the Property to enter mto thiS Ground Le3Se and to grant Lessee Its rights hereunder' (b) Lessor has not ~ntered mto an) agreement 'Wlth any third party whIch wouid require such party's consent hereto cr preclude or lImIt Lessor's performance of liS obhgatlons under this Ground Lease. (c) Lessor owns the Property m fee Simple and has the nght ,0 grant access to and use of the PremIses. and (d) so long as Lessee comphes WIth the terms and conditions of this Orcund Lease, Lessor shall prOVIde to Lessee qUlet and peaceful eDJoyment and exclusJVe posseSSIon of the Premises. 11 Assignmer:t. Les~ shall have the nght to assign or transfer ItS nghts under thiS Ground Lease. to any person or bUSIness entIty which IS a parent. subSIdiary or affiliate of Lessee. controls or IS controlled by or under common control with Lessee, [s merged or consohdared WIth lessee or purchases more than fifty percem (50%) oYlTlership mterest m or assets of Lessee !o whIch thIS JoI.6l.l46 ~~~.t), 4- Dec-23-9B 05:3SA NSA US GOV FLOl P 07 Ground Lease relates In all otne:- m~tances, Lessee shaH obtam Lessor s pnor \\Tltten consent for assIgnment. Such censenl shall not be uIU'easonably wIthheld. oondmor.ed or dela) ed. U;)on anv such assignment so long as Lesse~'s assignee has assumed all of Lessee's obhgatlons W';cer thiS Ground Lease lessee shall be relIeved of all future obligalions under dHS Ground Lea~e 12 Detault. \;0 event of default (a "Defauit") shall be deemed to have occulTed hereunder unless either party after nonce from the other party In accordance WIth Paragraph 15, (a) taIls to pay any monetary obligatIOn when due and does not cure such failure withm ten (to) days after such notice or (b) comn:lts a matenal breach of Its non-rnoneta.'"V obl1gauons under this Ground Lease and fads wIthm thIrty (30) davs after such notIce thereof to cure or commence cunng the breach and ccntmuously ar.d diligently pursue such cure to Its completlon 10 not mere than SIxty (6C) days after such notIce l.,pon the occurrence of a Default as set forth 10 the precedmg semence lhe non-defaultmg party shaH have the nght 10 c:rrmnate thIs Ground Lease after ten (10) cays notlce to tbe other party In accordance WIth Parag:aph 15 provided the Default IS not cured wnhm gala ten-day penod_ 13 Collateral Asslgnment. Lessor hereby (a) conser.ts to the collateral asslgrunem and granung of a security interest from tIme to tIme m favor of a thmi party (a "Sec~ed Pany"). whether now or hereafter eXls:mg, 10 and to the SIte Compound and Lessee 5 rIght. iltle and mterest 10, to and under this Ground Lease (b) agrees to simultaneously provlde the Secured Party with a coPy of any notice of default under the Ground Lease sent to Lessee and allow the Secured ?artv the OppOrtuOlt}' to remedy or cure any default as pro",ded for i:1 the Ground Lease; and (c) agrees to recogmze t.Je Secured Partv as lessee under .hIS Ground Lease upon the wntten electIon of the Secured Party so long as an)' eXIsting default under the Ground Lease has been cured as provided hereunder Lessor hereby further agrees to permit the Secured Party to remove from the Property or mspect any of the collateral to WhICh tl:.e Secured Party cas been gnnted a security .nterest by Lessee In accordance W\th any secumy documents granted in tavor of the Secured Panv provlded, however such removal IS m accordance \\olth subparagraph 2(a) of thIs Ground lease. 14 Termmatlon. Lessee ma\ lermmate thiS Ground Lease. upon givmg thirty (30) days prior wntten notIce to Lessor. If the entire Site Compound IS rendered anusable as a commumcations faclI ty Cpon any such termmanon, Lessee shall have no furiller liability Wlder thiS Ground Lease other than With respect to removal and restoratIon obligations as set forth In Paragraph 2(a), and Lessor shall refund to Lessee prepaId Rer:t attributable ~o any period after the date of termination. 15 ~otIces. Lnless otherwise provlded herem. an" notice cr demand requIred to be gIven herem shall be given b\ certified or regIstered mail. return receIpt requested or reliable overnight courie: to :...~ ;:~I"& -5- Dec-23-ge 05:39A NSA US GOV FLOl P oe the address of Lessee and Lessor as set fort1 abch' Lessee and Lessor may' desIgnare a change of nohce address by glvmg \\Tltrtn notice to the other p3rty 6 DestructlOtl or Conderr:n:mun. If the Premises are damaged or destroyed by casualty or condemned such thar Lessee IS unable to operate Its Site Compo~d as con~emplated .n this Agree:nent, then withl"l SIxty (60) iays after such occurrence, Lessee may elect to term mate thIS Ground Lease as of the date uf,he jamage, destrucuon or \:ondemnatlOn. If Lessee chooses not to temunate thIs Ground Lease, the Rent shaH be reduced or abated in propcrtlon to the actual reduc:Ion or abatement of use of the PremIses 53 long as such reduced or aoated us.e e:\.is!s. I i Amendment. "Jo amendment or modificatIon to any prOVlSlon of dllS Ground Lease shall be valid unless made In wntlng and agreed to and slgned by the party to be bound. 18. Memorandum of Ground Lease. Lessor acknowledges and gIves L~ssee the right to file a Memorandum of Ground Lease m the form attached hereto as Exhlb:t "e" 11': tht: count} office where the ?roperty IS located. Should the Property be encumbered by any mortgage or deed of tmst. Lessor shaH make a good faIth effort to obtam from mortgagees or trustees eXlstmg on the Effective Date, and shaH abeam from subsequent mortgagees or trustees. a non-disturbance and attornment agreement In favor of Lessee. 19 Subordinauon; RecogmtlO!1, Non-DIsturbance and Attornment. Any agreements between Lessee and Users for use and occupancy of the Site Compound shall ae subJec. and subordmate co thiS Agreement. Nithout hmltmg the foregomg, Lessor shall not, by reason of default by Lessee under thiS Ground Lease, or the exerCIse of any remedy agamst Lessee by Lessor or a User disturb the use. occupanc... and qUiet enjoyment ofrhe PremIses dunng the term of and as proVided 10 such agreement(s); proVIded. however, that Lessor shall not be lIable tor any act or omiSSIon of Lessee. If there is an early ternunation of thIS Ground lease for any reason. Lessor agrees not to dlsturb .he nghts of any Lser on the Premises under an agreement WIth Lessee. prOVided that (i) the User is not then 10 defaalt (beyond any applIcable notice and cure penods) ~der us agreement wit1: Lessee and thereafter contmues to pertorm all of User S obhgatlons thereunder' (ii) at Lessor's election, a Lser either agrees to attorn to Lessor or enters mto a dire\:t lease WIth Lessor on the same terms a.'l those In effect In ~he agreement bet'."een User and Lessee; and (m) User executes a document eVldencmg the foregomg, pro~ded or approved, and executed. by Lessor, withm thiny (30) days after Lessor presents such document for execution, or such longer penod as the parties shall agree to in .vnting. Lessor shall :lOt be hable or responsible tor :my default by Lessee occurrmg prior to the date of such attornment or diree: le~e. ThIS proviSIOn shall mure to the bend';t of each User :~r.o.:& .&.;;&;~I -b- Dec-23-98 05-40A NSA US GOV FLOl P 09 Addenda. Riders. 1tl1....u. ~1JO! 2C :vhsce lmeotls Lease ?rCViSWr.S a. Th13 (J"our.d L t'~.;!lal! be go\;er1~d b the laws ot the stare n \\'.'hIc.h .h~ Property 15 lo...l,ed. b Th13 G 'olmd Lt:ase, cons::rutlI:g the entIre J?ree:"1enl and understandlj)g betlove~n the panes, 3na! I be bIndmg on and mure to :h~ oenetlt or'the successors. transferees 10 title. and perrmt:ed ass.gr:ees ~f the respectIve pames. c Cor,ser;t or approval of Lessor wh;re reqElred. shali nm be unreasonabiy with.~eld, de.a\ ed or demed. d. If any prOViSIon of chis Ground L~ase is deemen mvaild or nonenforceabl.:. the remamder or this Ground Lease shall remain in force and to the fllllest extenr as permned b" laVJ e. The "Effective Date" 0""th15 Grour:d Lease shall be :he date on which thIs Ground Lease has been fully executed b) l.,d be...omes bmdmg 0:1 all of the pa..11-eS her~!o f NeIther Pfcny, wlthout ~he I.\Tltten consent of the other shaH dIsclose ~o any thl:d party any of the terms or conditIOns CfthIS Ground Lease. or any mfmmatIon pro\;ldeci dunng negOtlatlon of thiS Ground Lease. otner than as disclosed by recordmg of Lite Memorandum ofL~ase Grour.d Lease or as required by tina. 0rder of a COll."t 0;' competent JunsdIctlon. g Exhibits "A", "8" :m:i C" attache 1erelo. as weH as addenda and nders IdentIfied below 3re !Dade a rnatenal raft of Tins Ground Lease ~ i - Dec-23-98 05.41A NSA US GOV FLOl P 10 IN \.VITNESS WHEREOF, trie partIes have executea tht5 Ground Lt:ase as of til:~ En~ctiVt~ D<.:te LESSO R. By' Name: T;tle Date B\ Name Title Date' Tax lO 1\1'0 Tax ID No.. ;~ -1"1 -8- LESSEE UNISITE. I~C. a Delaware ..;crporatlOrl Dec-23-98 05 41A NSA US GOV FLOl EXHiBIT "A'f DESCRIPTIO!'. OF PROPERTY Form:ng a part of t:1e Grounc Lease bv anc be:ween and V'."SITE, I:\C as Lessee. The Property IS described and/or depicted as foHows' Address' SectlOn , Bil)ck Lot [Metes and bounds legal description] 14flOl1o ....r,,, -~- P 11 as lessor Dec-23-9a 05:42A NSA US GOV FLOl EXHIBIT "B" DESCRIPTION OF PREMISES Fonmng a part of the Ground Lease by and between and UNISITE, INC., as Lessee. The PremIses 1S descnbed and/or depleted as tollows: J.afJQ.lNt .,r.v"1I -10- P.12 as Lessor Dec-23-9a 05:42A NSA US GOV FLOl P 13 EXHIBIT "C" MEMORANDL'M OF GROCND LEASE This Memorandum of Ground Le~se IS entered mto by and between , a With an ot'fice at ("Lessor") and UNISITE, lNC., a Delaware corporatlon. WIth an office at ("Lessee"). 1 Lessor and Lessee entered into a GrOt.nd Lease Agreement (" Agreement") for the purpose of constructmg. lfistalhng, operatIng and mamtalmng a \Vlreless comrncmcauons facility and related lmprovements. All of the foregomg are set forth .n the Ground Lease. 2. The term of the Ground Lease co:nmences on WIth _ succeSSIve five (5) year optIons to renew and ends on 3 The Property whIch IS the subject of the Ground Lease IS described in Exhibit "A" annexed hereto The portion oCthe Property bemg leased to Lessee ("Premises") is described In Exhibtt "B" arJIexed hereto IN WIT'lESS WHEREOF, the partIes have executed tlus Memorandum of Ground Lease as of the dates written below LESSOR. LESSEE. UNISITE, INC., a Delaware corporation By Name: Title: Date' By. Name" Tlde: Date: (ADD APPROPRIATE NOTARY ACKNOWLEDGMENT] loWlO4." ..a(~~ -iJ- Oec-23-98 05:43A NSA US GOV FLOl P.14 EXHIBITD Site Name: Site lD' Ground Lease .t\.greeJDeDt Autborizatioo ror Site Inspection This aur.'lOrizatico for site impecrion {" AUIhorizarioo"j is made by and btr.v::en ("Owner") and UniSire. Inc. a Delaware Corporation. UniSire. Inc. is leasing from Owner certain real prcperty for tbt: operation of certain communicalioDS t3ciliries. SaId propeny of Owner is localCtl in tI1e Stare of florida. ill rhe COWlry of Pa!!n Beach and bas a mailing address of (the .Sie"). The Sire is funber descnDed in ExhibilS A and A-I aaactled hereto. Owner representS lIlat it is autllorized to gram UniSire. Inc. the right II) enter upon the Site aDd CODdua cbe activity described herem. Owner llt1eby gtUltS UniSite. 1Dc. its agents, engineers CODuaclOrs. assi~ or odIcr represematives the right ''a enter upoo !be Site and conduct cenain due diligence in preparation for d1c coosttuCtioo. operacoD and mainrenance of its PCS equipment II d1e Sire. provided tba1 UniSiu:. Inc. petforms irs obligations in accordance WIth the renns and cOllditioas con1llincd belen 'I'bi5 Autborizatioa does Dot coastitute a mutuadly acceptable lease qreemeDt aDd dOfS not eovera the parties lm-eto with reprds to UaiSite, Inc.'s occupaacy or tbe Site, 'The terms and cooditioos governing UniSiu:. Im;.'s leasing and occupaocy of the Sire is as provided in the Ground Lease Agreement between the parties. Unless extended by both parties ID writing, this Audxlrization sball renninalle on 199_ ("TenninaOon Dare"). Accordin~ly by their respective signamres set forth below CP.\.ner and UwSire. Inc. IJereby ackDowledge and agree to the terms and conditioos as foUo',1,'S: Up aDd uutiJ tile Termination Date of d1is Aurhorizatioo.. UlliSiIC, IDe. its agents, eogioeers. contt3CtOrs and other representatives sbaD have the right to enter upon the Sire [0 IDSpect, examine, sample. survey and conduct eogioeeriDg. etlvirooIn~raJ and geological. tesrs md arkr appJic:able studies of the Site andfor any improvements :hereon. UniSite. Inc. will apply for aDd obcain any and ail licenses or permits required for Its use of the Siae for the: tranSmission, reception and relay of radio communication signals. as ~U as the CODSb'UCtioo, m2inlPn2n1"" and operation of its :llnff'IIf1lI~. equipment. facilities aDd improvemems related tbcrero, UniSire. lnc. hereby agrees [0 imiemDify defend and bold Owner barmlc:ss from and against any injury ~including death or persoual iDJury) loss. damage or otber liability (or any claims in respect of the foregoing), arising from or on ac;OUlll of any and all activity by UDiSite, loc.. iJs agents e:Jgineers. contractOrs or otber represeoratives 1JIX>n the Sife under chis Aurborization. EXECLlTED as of tbc last dale l1erCnafter wrim:D below intending!O be legally bound. OWNER: By' Name: Its: 0.: UNISlTE. INC. 8y' Name: [IS; Dale: Oec-23-9B 05:44A NSA US GOV FLOl P 15 EXHIBIT 0-1 Site Name: Site ID: Ground Lease Agreemenl Umited Deteptioa of Ag9cy 1"llU limiICd delegation of ager.cy \ ~Delegatioa.) :s made rtis _ day of 199_ bv __ ("ONller") Tllis Delegation sball serve 3l> audlorizaIion fur L'niSn.e. Inc. and/or its authorized representatives to act as agent of Ower fc.r !be papose of preparing aod submitting all documeDWion, attending aU meetings and takiq; any and all ~sary aclions penainin8 m Owner's property, as described Ul Exhibit W AW at13C~ berelO. as it relateS [() any Coo:umncy Zoning, Board of Adjust:nent. Deveiopmena Review Commiree. FmaI Site Plan, FiDal Subdivisioo ?!an and/or odJer approval from any govemmewal enti:v (collectively "approval") Owner hereby iUIbori.zes t;DiSitc. fnl;. and/or irs authorized represenaatives [() take the fiCCessar'I measures !O compiy with any leons and <;oodiooos which may an.<>e 111 coonecrion witil UniSite lnc. s effortS in obCaining 3!l approval. O~'Ol:r certifies that. to !be best of ilS ia10wJedge and belief. !be above swemems and !be swements or sbowintr.l made III any paper or plaDs submitted !;ere~im are lIUIe. FurtbcIDlore. Owner understands that d1is Delegation. any application for i1P\)reva1. -w, and all anaclunems ar..dlor fees dJerewuh may become part of the official records of the PZIll!ng, Zoning. aDd Building DepaIunat of County and me same may be nonrefundahie. OW'.Je[ UIlCierstlLD<Js !bat any lcoowingly taLse repmematioo. gIven by It (0 UniSite. IDe. may result in me denial of an application fot lPProvU ()wr.er funber acJcno~ and agrees to lUSOoably cooperate wim UniSire Inc. s effortS and provide any additional infortmbon cbat may be required by C:>umy !n order 10 process an appdcarioD submiued oy UniSire for ApprovaJ. (0 tbe exttnt mat s..:n cooperation does not cause O'.\'Oe[' additional tinaDcial l.iabili~! or admwisttanve apeDSe. Very Truly Yours O~"ER: By' Name: lis: Date. STATE OF FLORIDA COUNTY OF The foregoing iDsaumc:m was acknowledged before me dlis _ day of ~ ~ a .:orporallon. He/she is personally known to me or has ~ed taR: an oath. 199 by _ I:orporatioo. on behalf "f me as ideOOficaooD aDd ~ho didjdid IDt (Signawre of Nowy Public) (Typed DiIJDt: of Nowy Public) Nowy Public. SQe of Rorida Commissioo No. My UJm.II1ISSIOQ <:xptreS: Dec-23-9B OS.4SA NSA US GOV FLOl P.16 Site Name Site I. D. Exhibit E to Grouad Lease Agreemeal (.Site-) (1D#WP (WOwnerW) ) Re:' Lease Agreement ~-een VoiSin:, Ioc. (WLeasee") aud :oocemiog propeny Ioc:aaed at To whom it may concern: By IDeUlS of :his leuer !be Owner. by and dlrougb its audIorized signalDry beJow hereby audJorizes UoiSite. IDe. aDdIOt its agetW to apply for all necessary permi15 to ohrain sire ?Ian approval aDd to COOStrlX:t. II1lllJ1Wn and operate. at IlS expense. a persooal cOtlllllUDicatioos 'Service system facility or ocher elecO'Ollic siplll3llSmission device or rectmology at me Site. inclUding but DOt limited to. l commUDicaion lower an UDIJW1ned equipment I:uiIding andior other improvemeDfS at r.t1is Sill:. Yours very trUl)' "Owner" - By' Irs. Address' S.S.lTax ID No. Dale: