€¦ · COLUMBIA COUNTY BOARD OF ADJUSTMENT MEETING SCHOOL BOARD ADMINISTRATIVE COMPLEX 372 WEST...
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COLUMBIA COUNTY BOARD OF ADJUSTMENT MEETING SCHOOL BOARD ADMINISTRATIVE COMPLEX 372 WEST DUVAL STREET, LAKE CITY, FLORIDA APRIL 28, 2011 7:00P.M. AGENDA Pledge to U.S. Flag Invocation Public Hearing(s); SE 0515 - Soride, a telecommunications tower within an AGRICULTURE-3 (A-3) zoning district. Located off of SW Elim Church Road (C.R 238) near the north entrance to Ichetucknee State Park. Staff Matters; Approval of March 24, 2011 minutes.
Transcript of €¦ · COLUMBIA COUNTY BOARD OF ADJUSTMENT MEETING SCHOOL BOARD ADMINISTRATIVE COMPLEX 372 WEST...
COLUMBIA COUNTY BOARD OF ADJUSTMENT MEETING
SCHOOL BOARD ADMINISTRATIVE COMPLEX 372 WEST DUVAL STREET, LAKE CITY, FLORIDA
APRIL 28, 2011 7:00P.M. AGENDA
Pledge to U.S. Flag
Invocation
Public Hearing(s);
SE 0515 - Soride, a telecommunications tower within an AGRICUL TURE-3 (A-3) zoning district. Located off of SW Elim Church Road (C.R 238) near the north entrance to Ichetucknee State Park.
Staff Matters;
Approval of March 24, 2011 minutes.
APP.AL roa BP.CIAL •zc•PTIO~ TO
BOAJI.D or ADJUBTDJIT
DO ROT WRIT• 1• TRIS IPAC• _ ~roa orr1c• us• o•LY
Date riled 3_- J l_-_,_,_________Bpeaial •xaeptloD aequHt Ro. Se O SIS___ ____
Received by ----"L""--,....1-h_.....~.....,.$.,_(.._.n......________Dat• Bet ror BHdng ~ 8 A,A:t 2.. :lo l I Date Bearing Held _______________Pulhhed Rotic• Kade /.r 4PR'SJ, ::Z.ol}
llew•paper
Comment•• (Indiaat• other aation•, •uch •• continuation•)
ree Paid~--Reciept Ro. ____o__c_'f_'Z._t_\,___...ount.. 75b- OQ Date i ..31 - // 0 t) 4 l-l \, / f1;,ft.b~
Action by Board on ••ciu••t for a Special •xception ----------------------(granted, denied, other)
s•CTIOR TO B• COKPL•T•D BY APPLICAJIT
Information concerning Title Bolder(•) and Agent
Ram• of Title Bolder(•)
Addr•••---Z"-''$.._~.... .................... ...... ................--------------------~--.Sk? J;-4':.......,/e:IJ,.,_,~{!;_....a(.~~-&Jl...._....~ Zlp_J~;J.-O_.J..._______Phon•__ ....'9_?_-_cJ..Q:_~_q _P J_/1_~_.,...___,Y; __ ___________ Any other p•r•on• having any own•r•hip, int•r••t in •ujeat property? Y•B 110----If YBB, Pl•••• li•t •uch p•r•on(•>-------------------------------
IIOT•• If th• Title Bolder(•) of th• •ujeat property of thi• appliaation i• appointing an agent to repr•••nt hia/her, a letter froa th• Title Bolder(•) addr••••d to th• ChairaaA< Board of Adju•taent, MUST be attached to thi• application at th• ti•• of •ubaittal, •tating •uah appointaent.--
Titl• Bolder(•) Repr•••ntative (Agent), if applicable---------------------
Addre•••---------------------------------------------
ZIP__~-----------------Phon•--------------------------
(1)
A Special Exception 11 requested In conformity with the powen vested to permit theADDffJtJp Tl2 hX/d{l.1.f: ;t'ou?J!:/l..(insert use or construction proposed)
on the property described below, and In conformity wtth the plan, on permit number dated_________
Location and U•••
Si•• of Property
Pr•••nt U•• AG (ao..eralal, lndu•trlal, r••ldentlal, agricultural, eta.)
Land U•• Plan Jlap Category
Action• by Applicant on Property
Peralt applied for and denied? A prevlou• appeal.
X w.. aad• with re•p•at to preal•••,~-----w•• not Appeal Application •o. Sf: o s '17 Pl•••• note that th• following qu••tlon• •u•t b• an•wered aoapletely. If additional •pace 1• needed, attaah extra page• to application.
Before an•werlng read th• attached •otlae to Applicant•.
1, State th• Section, of th• Zoning Regulation• for whlah a Spealal Bxceptlon i• reque•ted.
2.Stat• th• ground on whlah th• Special Bxaeptlon i• reque•t•d, with particular reference to th• type• of finding• which th• Board of Adju•taent ••k•• under th• Zoning Regulation•.
(2)
c. plan• for acreening and buffering with reference a• to type, diaenaiona, and character,
d. propoaed landacaping, and
e. propoaed aign• and lighting, including type, diaenaiona, and character. Where th••• soning
regulation• place additional regulation• on •pecific •pecial exception•, the petition •hould
deaon•trate that •uch requireaent• are aet.
3. Any peraon or per•on•, jointly or ••verally, aggrieved by any deci•ion or action of the Board of Adju•taent aay apply to the Board of County co..i••ioner• for review of •uch deci•ion within thirty (30) day• after the rendition of the deci•ion by the Board of Adju•taent.
I (we) certify that all of the above statements. and the statements contained in any papers or plans submitted herewith are true to the best of my (our) knowledge and belief.
APPLICAJIIT ACltllOWLIII>G•B TIIAT •IT&•• APPLICAJIIT oa A •••••••rtATIVII IIDBT B• •••••rr AT TB• PUBLIC ••IJlIRGB B•roa• TB• BOARD, OTB.RWIB• TB• ••au•BT WILL ROT B• CORBID•a:m> (UIIL•BB APPLICART'B APP:sARARC• IS PR.VIOUBLY WAIVIID BT BTArr)
(Signature) Title Holder(s)' or Authorized Agent
Q~ 'lJ!ja#i3fl!:J--00 [{at
ROTIC• TO APPLICARTB
1. A special exception is a use that would not be appropriate or without restriction throughout a zoning division or district but which, if controlled as to number, area, location, or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity, or the general welfare. Such uses may be permissible in a zoning classification or district as a special exception if specific provision for such a special exception is made in the Zoning Regulations.
2. The following is required to be submitted along with the, appeal for a Special Exception:
a. site plans at an appropriate scale showing proposed placement of structures on the property; provisions for ingress and egress, off street parking and off street loading areas, and refuse and service areas; and required yards and other open spaces;
b, plans showing proposed locations for utility. hook-up;
(3)
SPECIAL EXCEPTION APPLICANT CHECKLIST
14 copies ofa site plan is required as part of the application for a special exception. The following items shall be included on the site plan.
Site plan at an appropriate scale (one (I) inch equal to fifty (SO) feet suggested) showing proposed placement or existing structures on the property and the location ofproperty lines and dimensions;
Provisions for ingress and egress;
Off-street parking ( number of spaces, including handicap spaces) and off-street loading areas;
Refuse and service area;
Required yard and other open spaces, for example setback lines;
Showing proposed locations for utility hook-up;
Plans for screening and buffering with reference to type, dimensions and character ( where applicable);
Proposed Landscaping;
Location ofproposed signs and lighting, including type, dimensions and character;
Square footage ofproposed structure or existing structure being used for special exception;
Date and North arrow;
Vicinity map showing general location of site with street names;
Copy of Deed or other evidence showing ownership of property.
~.;-· . . ,.... ,..-..~, . ..._.., ..... ~!...·. :.. . ~-
'f C" .... ,oa• 17• ...NANCIA\.CDINTING ~IV
THIS INSTRUMENT PREPARED
William T. Lassiter, Jr. 331 E. Monroe Street Jacksonville·, Fla. 32202iuit-(laim Jeed
Made this day ot October : A. D. 19 79 BETWEEN EARLY THOMAS WALDRUP, a married man, conveying non-homestead_ property,
ot the Couaty of Duval :- State ot Florida - · , part Y. ot lbe tlm part, 11.111d ""LINDA LEE WALDRUP, a married woman,-Route 1, Box 169, Ft. White, ~ Linda Lee Soride)
of the CoUDty ot Columbia , S&ata of Florida ,party otthesecoadpart, WITNESSETD: that -th• sa.id part y ot the tint _part, tor and i.i, conalderat.lon ot tlla sum ot
TEN DOLLARS AND N0/100 (Sl0.00)----------------------- Dollan, In hand paid by tlla said part ':{ ot the second part, tlla recalpt wharaot ia hveby admowledced, ha s remised, releued and quit-cl.Aimed, and by these prennta do es remua, .re1.... and quJt-clalm unto the said part y ot the second part, and her 1iein, .successors and &Uliiu forever. lbe tollowinc de-scribed land, situata, lyln1 and bein1 In tlla CoWlty ot Columbia , State ot Florida, to•wit:
~ Township 6 south, Range 16 East, Section 7: The NW 1/4 s) of SE 1/4; Except right-of-way fbr state Road No. S-238,
Uand except the North 50.00 feet and the West 50.00 feet, as lies North of State Road No. S-238 thereof being sub-ject to easement for road and utility purposes.
. ' N. B. It is the intent of Early Thomas Waldrup to convey to Linda Lee Waldrup, n~/a Linda Lee Soride, his portionof the above-described property as set forth in that cer-tain Warranty Deed recorded in Officia-1- Records Book 355,
~fd:. 676, of the public reci~~t ~ao:;1.,~1;tlp':/~lo- g ..:..· ~-., ~-·
. OFFICIAL REc.tJRrif. ~µ .-~:~ ,~~::... n ..... SJ ATE oF FLORIOAI !i~i ·\·~,)-.~~-:,~-;~ r-c=.c.-
2:i DOCUMENTARY •. - ...• STAMP TAXI .... -·. ·.,.~····~!ii-).."::::..- i~---~... a;c g,ePt. a_: REVENUE E I -~~."."',·-.~.:..~-·.. so·-~;. .-.~-;;; i.c;-..~i;! cc ...
..... § P.I.: Otl18"71 !_ -~~- ) :: 0 0. 4 0 I '•' ~:;~/. ·' !ii! ~~ = ~ ~j-.....J:,11za ··,.•. ~ 1 .. ;.··•..•• ;::P.-·R,v· ·= ~ :toC>
•.•,. : . V. ' C ,..'=' \~ . - - 1- iC) ~ -··: .·: :·''':,r~ ~-. ·: !==? .~ !co
TO BAVB AND TO BOLD the 1U1U1 to1ethu wtth all and slncular tlla appurtananca th\ftuntoallal°*~ j c:, LIii or In anywlH appertamme, 1111d &11 the •tate. nsht, tltla, lnteresc, lien, equity uul claim '"1a~erlot the said part y ot the first pvt, either In law or equity, to the only proper use, benefit and behoot ot lb. ~ said part y of the seco.ad pert, her hein, ~ and uucm forever.
Ill Wll:iiea m-t, the said paz'tv ot the 1lnt part ha s hereunto set his l11md and ........ _ ······-seal the Q" and year ffrst above wndaa. • Sl1ned ~ ealed In Ohr Presence: ('l I} /.. _ \~
~- ......... .,,..... -........ ~. . :.·~·-___ p~-- ~iiiioMis--~~~----=:: --------------------SEAL
--- . ------------------SEAL tf:·~:.sa ''."": -STATE OF FLORIDA .. ii: 1i111!~!1.1Jt'M1'.! ~=~==· COUNTY OJ'___o_mzAL_________--- ~\·r-:·:~'.:~•:.-.-: ~~--· .
Before me personally appured______rnr:v THOMAS WAIJ:lRUP I a m.u:.:rj&g_[!IAJl-L----
mox~:xxmmxxmxxxx."<XXXXXXXXXXXXXXXXXXXXXXXXX4U:JQUl to me well lcaown and known to me to be the individual descr:thed In and who u:eeuted the forecoinc lnauumenc, 1111d aclmowl• ed11ed to and before me that he executed tlla ume for the purpona therein expr..ed.
WITNESS my ha.ad and ottlcLa.1 sea.I t!ua__].7= -at_~~-'=~~-~!!.Y-~~-!!!_____ ·County and State
~; _,... ~·1 ·:-:.::~.·."':;.av·.·.-,.~:.. ·._
...... ,, ..,,_.... , ... & _.... ....._.,.
.·:_ \.·...·
DEPARTMIINT OP MANAGl!MENT RICK SCO'II' JORN P. MILES
Governor SERVICES Secretary 4050 Esplanade Way I Tallahuaee, Florida 32399-0950 I Tel: 850.488.2786 I Fu: 850.922.6149
April 8, 2011
Mr, Brian Kepner Columbia County Zoning Department135 NE Hernando Avenue Lake City, Florida 32055
RE: Peimitting for Fort White Tower Extension
Dear Mr. Kepner:
Request your assistance in obtaining approval for the Harris Corporation, our service provider for the . Statewide Law Enforcement Radio System (SLERS), to extend the existing tower at the Fort White tower an additional 100 feet to better serve our state law enforcement and public safety users of our radio system.
The Santa Fe River area has long been an area where we have wanted to enhance coverage in that area, as well as the boundary areas between Columbia, Suwannee, and Gilchrist counties. We have grant funds approved for this purpose and as these funds are time-limited wanted to make sure that we could complete the work in a timely manner as to not jeopardize these grant funds.
The Harris Corporation supports and maintains our radio system throughout the state and is our provider to upgrade and enhance the communications of the system.
Please consider this request for expedited approval and let us know what questions we may answer to assist in securing the approval needed.
Please contact me at 850-922-7510 or e-mail at [email protected] if you have any . questions regarding this request
;c:;_4--Bruce Meyers, P. E. SLERS System Manager
Cc: William Smith, Chief, Bureau of Public Safety Curt Jones, Harris Corporation, Manager
State of Florida OperationsEd Peters, Division of Telecommunications
BM:ldm:Permitting for Fort White Tower Extension
Division of Telecommunlcatlona www.dma.MyFlorida.com
COMMUNICATIONS Fax:850-487-2329 Sep 26 '01 10:00 P.04
JBBBUSH Gcnl~
STATE OF FLORIDA
STATE TECHNOLOGY OFFICE 4030 Esplamde Way • T•Uehenee, P1ar:ida 32399-09!0
September 25, 2001
Mr. Brian Kepner, Planner Columbia County 1701 U.S. 90 West Lake City, Florida 32()55
Re: Proposed Communications Tower.
Dear Mr. Kepner.
The Sta:te of'Florida is in the process of final planning Phase 4 ofthe 800 MHz Statewide Law Enforcement Communications network in North Florida from Marion County through Duval County and West through Madison County. Phases 1 and 2 on the East Coast &om Key West through Flagler County ~ operational and Phase 3 on the West Coast is under construction.
System Users Include: • Florida Highway Patrol
* Department ofLaw Enforcement
• Fish and Wildlife Conservation Commission
• DBPR. - Division ofAlcohol, Beverage and Tobacco
• Department ofEnvironmental Protection
• Departmem ofTransportation - Motor carrier Compliance
• Department ofInsurance - Fraud and Fire & Arson Investigations
• Department ofCorrec:tiom
• Department ofJuvenile 1ustice
• Office of Attorney General - Medicaid Fraud Control Unit
• Department ofManagement Services - Capitol Poli~
*Florida Atlantic University
• • Florida International University
• University ofCentral Florida
COMMUNICATIONS Fax:850-487-2329 Sep 26 '01 10:01 P.05
(~, ;:J Mr. Brian KepnerSeptember 25, 2001 Page Two
The system is designed to provide clear communications for these law en1brcement officers in all areas ofthe State including remote lands.and offshore waters in all conditions including tropical storms, wildfires and hnnicanes, Each of these agaicies opca ate independently durina the normal course oftheir duties but in times ofemergency the system allows users to communicate between agencies facilitating the coordinated effort by emergency manasement persomaeJ.
The system is designed with towers that exceed local wind load rating requirem~ concrete shelters and propane generators to provide communications when power is out and normal communications are not available. This proved to be an invaluable asset in South Florida after Hurricane Andrew.
The system is a critical component of the State's Law Enforcement program and is essential for the coordination and operation ofemergency management ftmctions. The tower site that we have proposed near Pt. White in Columbia County is a critical 1~ in the system.
. ~
Our construction plan is to build a_new 330' guyed tower with equipment she1t.er and emergency generator. The new tower will be built to the newer wind load standanls that will provide an extra margin ofsafety for the law enforcement officers and the local citizens.
We would appreciate the County's approYal fur this public santy project and look forward to working with you for the benefit ofthe citizens ofColumbia County and the surrounding area.
Ifyou have any questions, please call me at SS0-413-9533.
RR:ldm:ColumbiaCounty
•
ASR Registration 1231337 .
ASR Registration Search Registration 1231337
.. •~ Map Registrationy
Registration Detail
Reg Number 1231337
FIie Number A0712076 FAA Study 2010-AS0-5638-0E FAA Issue Date
11/12/2010
Antenna Structure
Page 1 of2
Status Granted
Constructed 03/25/2002
EMI No NEPA No
Structure Type TOWER - Free standing or Guyed Structure used for Communications Purposes Location (in NAD83 Coordinates) Lat/Long 29-58-42.6 N 082-45-00.5 W County Road 238 City, State Fort White ' FL Center of AM Array
Height• (meter•) Elevatlon of Site Above Mean Sea Level
17.1 Overall Height Above Mean Sea Level
142.1 Painting and Ughtlng Specifications FAA Chapters 4, 8, 12
Overall Height Above Ground (AGL)
125.0 Overall Height Above Ground w/o Appurtenances 121.0
Paint and Light In Accordance with FAA Circular Number 70/7460-lK
Owner & Contact Information
FRN 0003791472 Owner HARRIS CORPORATION Attention To: CURT JONES 7022 TPC DRIVE, SUITE 500 ORLANDO, FL 32822 Contact JONES, CURT 7022 TPC DRIVE, SUITE 500 ORLANDO , FL 32822
Last Action Status
Status Granted Purpose Modification Mode Interactive
Related Applications
Licensee ID L00163161
P: (407)581-3782 E: [email protected]
P: (407)581-3782 E: [email protected]
Received 01/25/2011 Entered 01/25/2011
http://wireless2.fcc.gov/UlsApp/ AsrSearch/asrRegistration.j sp?regKey=26293 26&printable 4/3/2011
ASR Registration 1231337 Page 2 ot"2
01/25/2011 A0712076 - Modification (MD)
03/24/2010 A0679940 - Admin Update (AU) 05/31/2009 A0640058 - Change Owner (OC)
Related applications (8)
Comments
Comments None
Automated Letters
01/26/2011 Authorization, Reference
03/25/2010 Authorization, Reference
06/02/2009 Authorization, Reference All letters (8)
http://wireless2.fcc.gov/U1sApp/AsrSearch/asrRegistration.jsp?regKey=2629326&printable 4/3/2011
Federal Aviation Administration Aeronautical Study No . Air Traffic Airspace Branch, ASW-520 20 I O-AS0-5638-0E 260 I Meacham Blvd. Prior Study No.
• Fort Worth, TX 76137-0520 2002-AS0-2578-0E
Issued Date: 11 / 12/20 I 0
William Lemmon Harris Corporation RFCD 7022 TPC Drive Suite 500 Orlando, FL 32822
**DETERMINATION OF NO HAZARD TO AIR NAVIGATION**
The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:
Structure: Antenna Tower Ft. White Location: Hilddreth, FL Latitude: 29-58-42.60N NAO 83 Longitude: 82-45-00.54W Heights: 410 feet above ground level (AGL)
466 feet above mean sea level (AMSL)
This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met:
As a condition to this Determination, the structure should continue to be marked and/or lighted utilizing a med-dual system.
It is required that FAA Form 7 460-2, Notice ofActual Construction or Alteration, be completed and returned to this office any time the project is abandoned or:
__ At least IO days prior to start of construction (7460-2, Part I) _X_ Within 5 days after the construction reaches its greatest height (7460-2, Part 11)
As a result of this structure being· critical to flight safety, it is required that the FAA be kept appraised as to the status of the project. Failure to respond to periodic FAA inquiries could invalidate this determination.
This aeronautical study included evaluation of a structure that exists at this time. Action will be taken to ensure aeronautical charts are updated to reflect the most current coordinates, elevation and height as indicated in the case description.
This determination expires on 05/12/2012 unless:
(a) extended, revised or terminated by the issuing office. (b) the construction is subject to the licensing authority of the Federal Communications Commission
(FCC) and an application for a construction permit has been filed, as required by the FCC, within
Page I of 4
6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.
NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BEE-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO
. SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.
This determination is based, in part, on the foregoing description which includes specific coordinates , heights, frequency(ies) and power . Any changes in coordinates , heights, and frequencies or use of greater power will void this determination. Any future construction or alteration , including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.
This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA.
This determination concerns the effect ofthis structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.
A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their licensing authority.
Ifwe can be of further assistance, please contact our office at (816) 329-2508. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2010-AS0-5638-0E.
Signature Control No: 132030648-133104315 Vee Stewart Specialist
Attachment( s) Frequency Data Map(s)
cc: FCC
cc: AeroNav Services w/map 12-004594
(DNE)
Page 2 of 4
Frequency Data for ASN 2010-AS0-5638-0E
LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT
698 806 MHz 1000 w 806 824 MHz 500 w 824 849 MHz 500 w 851 866 MHz 500 w 869 894 MHz 500 w 896 901 MHz 500 w 901 902 MHz 7 w 930 931 MHz 3500 w 931 932 MHz 3500 w 932 932.5 · MHz 17 dBW 935 940 MHz 1000 w 940 941 MHz 3500 w 1850 1910 MHz 1640 w -~~
1930 1990 MHz 1640 w 2305 2310 MHz 2000 w 2345 2360 MHz 2000 w
. "'
Page 3 of 4
TOPO Map for ASN 2010-ASO-S638-0E
,--.--· ,. ' ·. '7
Page4 of4
AUG-30-2001 13: 13 ,. 4 P.02/05
August 24, 2001
RE :Ft. White· · Certified·to: -Site ID:D023F URS Co:rporat.ion C.lt 238 (l Mile East ofNorth - 8761 Paimeter Park Blvd. Entrance ofSt.ate Park) Suite 201 Ft. White, FL 3203.S . Jac30nvfil~ FL 32216
The following Geodetic coordinates and elevatiom 8fe for the above rdereuced site located in Ft. Wbiie, Florida. The Geodetic mtbrmation is based on boti:.wntal values .derived :&om in'fi:n'malion .supplied by the National Geodetic Survey, conttol monurr=itation, Designation "I7S 71 AW 1ef.exew:e to the !'{orth.American Datum of 1983 (NAD83). The coordinates below are shown in NAD 1983 UJd NAD 1927 values. The conversion to NAO 1927 w pedlamed with the program, "Cmpscon" version 5.11.08 as provide by the Natlonal Geodetic Survey (NGS). The horizontal and vertical acc:urades are cedified to. be within FAA 2-C tolerances.
The Vertical Datum is refenmced to the North American Vertical Datu:tn Of1988 (NAVD 88)~ the National Geodetic Sur1,ey, comrol monumenwion. Designatiou·,1s 11 A09".
Geodetic Val~ at the center ofthe Proposed Tower Base: NAD1983 Latitude 29° 58~ 42.60" North
Longitude 082° 45 7 00.54"' West
NAD1927 29° 58' 41.7671 North os2° 4S' 01.10" West
Elevations (NAVD 1988) Gro~ Elewtion @ccotr:r ofthe Proposed Tower Base:: 56,
The iati>rmation depicted herein was obtained Oil 8123/0f
Ifyou have questio~ please do not hesitate to contact me.
~~ Steven E. Burnett Professional Surveyor &Mapper # 5891
URS
October 16, 200 I
Ms. Betty Jordan Project Director M/A-COM, INC. 8382 Baymeadows Road Suite I Jacksonville, FL 32256
RE: Fort White Site D023F M/A-COM State Critical Radio System
Dear Ms. Jordan:
We have reviewed the attached Aviation Systems, Inc. report, as well as Columbia County Ordinance Nos. 98-31 and 77-6. Based on the site location and the report from Aviation Systems, Inc., the construction and placement of the communication tower will not violate these Columbia Cowity Ordiances, or Private Airport Zone ofSection 4.2.29.
PS:SS
Enclosures
URS Corporation 7800 Conaress Avenue, Suite 200 Boca Raton, FL 33487 Tel: 561.994.6500
G:\024\_Conmet\Comspondence\FLWhiteD02J Betty Jordan.docFax: 561.994.6524
---
FORT WHITE ADDITION Site I.D.#: 4-D023 F
TIJL£ SIGNATURE DATf SHEET DESCRIPTION REV. SCOPE Of WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY
INCLUDING 115' EXTENSION TO TOWER.HARRIS ~T~u nPilC,N XO CO'tlER Sl€ET 012'X26' SHELTER, 1000 CAL LP TANK,HARRIS mNST. MANAGER AND STANDBY POWER LP GENERATOR. X1 GENERAL NOTES 0ri REAL ESTATE SITE ADDRESS:~ .. r:nNnlAr TOR flFiT 2~1TE. FL J20J8 1 OF J SURVEY
i;;ITF UANAC:F'R SITE OWNER: LINDA LEE SORIDE (J86)-497-2929,t' .... 2 OF 3 SURVEYi SITE OWNER ~~ik.EW jJai. 3 OF 3:1 SURVEY
114!11 ,, __ ·-- . .Jftrt••r *: TOWER OWNER: HARRIS COPRORATION C1 SfJE PLAN 0 ,.....,..,..,--,-----,---, ~, ~ APPROVAL LIST CONTACT PERSON: DAWSON HUF'F C2 DETAILED SIT! PLAN ,t TOWER El.EVATIONS 0407-341-7189i
LATITUDE: 29" 58' 42.6- CJ SILT FENCE DETM.S 0 ~~ ~
FROM JA>C, TAKE l-1D WEST TO 1-75 SOUTH, EXIT 81, (HWY 47) GO LONGITUDE: 82" 45' oo.s· S1 F'OUNQATION DETM.S 0 CGUfll.E ~ I RIGHT, FOLLOW TO THE YELLOW FLASHING LIGHT AT C.R. 2J8, TURN RIGHT, ELEVATION: ss·-g· DETM..SS2 0
FOLLOW APPROX 2.8 MILES. YOU WILL SEE LINDA'S TUBE RENTALS ON JURISDICTION: COLUMBIA COUNTYTHE LEFT, PROPERTY IS ON THE RIGHT El SfJE GROUNONG PLAN 0 TA>C I.D. NUMBER: 265-90-4814 E1A SIT! GROUNONG PLAN .t: DETMS 0 ANTENNA LOCATION: 400' GUYED TOWER E2 SITE UTlJ1Y PLAN .t: DETAILS 0APPLICANT: HARRIS CORPORATION
JJ1S~LD FORREST ROAD EJ GCNEIW.. NOTES AND CROUNOIIG DETAILS 0I,YNC URG, VA. 2450 I l804)- 85-2300
CURRENT USE: TELECOMMUNICATIONS FACILITY
OCCUPANCY TYPE: NONE HANDICAP REQ'S: NONE
DRIVING DIRECTIONS PROJECT SUMMARY INDEX
XO 0
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i i ':!
A.
A-1.
A-2.
A-3.
A-4.
A-5.
A-5.
A-7.
A-&
A-9.
A-10.
A-11.
A-11
A-11
A-14.
A-15.
A-16.
CDtllAI.
THE PARlY P£RFCRING M IOIK IND 1ltS SECTION IOOIAf'lER REFtRRm TO AS M C011UCTOR, SHAU flJRNSH AU. LABOR, WAltRIAL. nns. EQUPIOT, SEMCES Alrl> R£1.ATED ACCESSORES FCII A CORE'IE INSTAU.ATION Of AU. Mll1lt AS ta:ATED. ITDIS OIITTED FIIOII EITIO M SP£Cl1CATIOIIS CII M ORA~ IIJT SHOIII CII DESCR&D IN 0\£ CII M OTHER. Alrl> AU. ITEVS NEClSSARY TO MAKE M S'IST[MCOIIPI..E'IE ANO IOll(AII..E SHAU. FON A PART Of M DIC, M COllRACTOR SHAU. BE SCUI.Y RESPON511LE FOR M IOII( INCUJOING M MO.NS, 11:ntOOS, PROCEDURES, SEOUEHCES. Alrl> SCHED1A£ FOR M IOIK.
M CON1RACTOR SHAU SUPPorn. BRACE N,I) SECUR£ DIS11NG SlRUClUAE (f'AFFECTED) AS REOOIID. COl1RACTOR IS SCUI.Y RESPONSa.£ FOR M PR01ECllOII Of N4Y EXISTIIC STRUCIURES OURNC COIISJRUCllQl M COITRACTOR SHAU. FUD 't'ERfY AU. OIENSlOll5 MICH AFFECT M O COISTRUCTION.
AU. WCIIK, MA'IERIAL. Alrl> EOOFUENT SHAU. COIIPI.Y •1H M LA1EST EDlllOIIS Alrl> IN'IERII AMDIDlflENJS rs M NA11l'lNAl ELEClRICAL COOE (N.E.C.}, NA l10NAl ELECTRICAL WETY CDOi, OSHA, ANO AU. APPUCAlll£ FEJl8W., STA1E. Alrl> LOCAL LAIS Alrl> ORtltWGS. AU. ELEClllCAL EQUNNT PRCMOED IND ntS CONTRACT SHAU. II: NEW (Em:PT .uE OTHERWSE NOTED) ANO SHAU CCII\Y •1H M REQUIIEIICNJS Of M l.lllERllllltRS' LA80RADIS (U.L) Alrl> 11:AR M U.L LABEL
HARRIS CORPORA1ION SHAU. SWIil A1r1> PAY F(Jt TIE GENERAL CQNS111UC1ION PfJIIIT, 'MCM SHAU. BE OBTAtE> BY M GENERAL COl1RACTOR III M GENERAL COl1RACTOR'S NAME; M CONlRACTClf SHAU. SECURE A1r1> PAY FOR AU. 1RADE PERIIJS Alrl> IISPECTIOIIS RE(Ult[D FOR M WCIIK, AS E.L AS #MY 8CN>S, LICENSES OR OTIO FEES AS'SOQATED •1H TIE PERIITllNG AND PERF"DRIIANCE Of M IDK.
AU. EWPUDIT FUINStlD AND llllRIC PEllf'ORIIIED Ulil1ER M CONTRACT DOCUIIEM1S SHAU. IE GUMNITEED AGANST llEFU:T II WATDIIAlS OR~ FCR APERO)rs ONE (I) 't'[AR f'ROU TIE DA1E Of F1W. ACa:PTANCE, I.KESS NOTED OTIERIISE. N4Y FAUR rs EQUIPIIENT tR mlC WE TO OEFl:CIS II MA 1ERIALS 01 IOAklWISHP SHAU. IE CtRRECTED BY TIE CONlRACTtR AT NO COST TO M OftO.
HARRIS CORPCIAnON OR TIE AR011ECY/[NGINE.IR RESDMS TIE ROil TO 11[,lCT #MY EQUFll[NT DR IIAlERlM.S IHCH, IN IIS DPNOII ARE NOT ti ClllA..IANC[ •1H TIE COllRACT DOO.UDITS. D1HER BEFORE tR Af'TER INSTAU.A110N Alrl> M EQIJPIIENTSHAU. IE REPLACm •1H EQUPMENT COliflJIMNG TO TIE AEWIIDIDl1S Of M CON'IRACT DOCUIIEN1S BY TIE COITRACTOR AT NO COST TO HARRIS CORPatAftON QR TIE AIIOl'IECT/DDER.
M CONlRACTOR SHAU NOT AU.OW 01 CAUSE MY rs M GI TO 8E COVDIED lJl OR ENQ.OStD UN11L n HAS BEEN INSPECTED BY M GIMRNIIG AIJTHCRll:S. Nf'I IORIC lHAT IS ENCUlSED tR aM:Rm ~ BEfOR( SIJOt INSPEC1IOII Afl> 1EST SHAU. BE UNCOVEIIEI) AT TIE COl1RACTOR'S EXPENSE. Af'TER IT HAS ll[[N lfiPECTED. M CON1RACD SHAU. RESTORE TIE WIJllt TO 11S CIIIGINAL aNllTION Al tlS 0. EXPENSE.
HARRIS CORPCRAnON FIJINISKD ECIUfllDY SHAU. 8[ RECD\€0,l&dlED, STORD>. UNCRATED, PRO'IECTED, Alrl> NSTAU.£D BY M COl1RACTOR •1H AU. APPUR'IDIANCES REQUIIED TO PUC[ M EQUNNT N (HRA 1IOII. READY FOR US[.M COl1RACTOR SHAU. BE RESPONSIBlE FOR M Ell.lFIIEMT IKM RECEMD. AS f' HE HAD PUAOIAS(I) TIE EQUIPIIENT ltllSELF.
1HE CONlRACTOR SHAU. REMCWE AU. OE8AIS AE!U.llilG FROM M IIRC, ASE.I. AS AU. TOOLS, EQUIPIIENT, ETC., f'RCII TIE Sl'IE lJl'CIII CClf\EllOII rs TltS CON1RACT.
OURNC CONSlRUCD M COl1RACTOR SHAU. AT AU. ftllES IIAIITAIN M UllJnES Of M BUUltG/SllE •nan ll'IERRUPTION. SHOW) IT 8[NECESSARY TO INlERRI.PT Nf'I SEIMC[ tR U11J1Y, TIE CON1RACTCII SHAU. SEClllE PERIISSION II alllG FROM M ONI FCR SIJOt lllERRIPTION, AT I.LAST 72 HWRS II ADVRCE.. Nf'I IITERlltJPllOII SHAU. 8[ MAIi[ •1H A ...ul AlllUIIT rs NCON't'ENIENCE TO M OIIO Alrl> Nf'I SIJOt Si«JY DOIN 1IIE SHAU. BE COtRDINATED •1H TIE DINER.
M COl1RACTOR SHAU. w:RFY M EIIISTIIC C0t01IOIIS TO ENSURE lHAT TIE 0 IORIC -.L FIT II TO/ONTO TIE EIISlllG SlRUCTUIIE/Sl'IE II TIE IIAND tm:ATED. AU. DlilENSIONS TO EXISllNG COIIS1RUCTION/511lUCUE SHAU. BE \'ERf"ID II TIE FUD. M CON1RACTOR SHAU. OOORDINA'IE •114 OTIO TRADES 10i01G ti TIE MIA
TIE COITRACTOR SHAU. CONDUCT AU. JEST Alrl> AO.IJSTIOJS rs EOUPIIENT AS REOURED TO VERIFY EQIJPIIENT PERFtRIIANCE. SUCH 1ES1S SHAU. BE CONDUCTED 11 M PRE!ENCE rs M 09£RS REPRESENTAD't'E. M COllRACTtR SHAU. NOlf'Y OIIO'S REPRESOITAD't'E 48 HQJAS II ADVANCE Of JESTS.
AU. EQUAIENT FURll90 •1H FllffD SIJllf'Aa:S FROM TIE MNU'ACUER NIE NOT TO BE DEFAa:D Alrl> SHAU. BE a£ANED TO tRIGINAI. fNSH AT 1IIE Of CCII\ETIOII Of llOIIC.
IIOE\{R PAR1S OR MA'IERIALS ARE SPECf'ID •1H A SINGLE IWIJFAC1UIIDIS' NAIIE. TIE COl1RACTOR MAY SI.BIT ALTERNA'IE IIAIU'AC11.11ERS' PIOOUCJS TO TIE M CONSlRUCTIOII IIMMDS REPRESl:NlAlNE AS 1M ElllAL FOR IIS APP&OVAL
TIE COITRACTOR SHAU. USE 1M ADEIJJA'IE NIMD Of SKWJ) WORICIIAN H NIE THOROJCtl.Y TRAINED ANO ElCPERIENC£D II TIE NECESSARY CRN"1S Alrl> INJ ARE COIPLETD.Y FMAIM •1H M SP£C1D REWIOEN1S A1r1> 11:tHOOS ltIDf.D FOR PRCRR PEllf'OAIIANCE Of M lOII.
AU. WORK SHAU. COMPLY •1H OSHA A1r1> STAIE SAF'ElY IIEOUIIDENTS. PROCm.lRES ftR M PRO'IECftON Of EXCAVATIONS, EIIIS'IIIG CONS1RUC11111, A1r1> UTUll[S SHAU. BE ESTASUSHED PRIOR TO FOUNDAnON INSTAU.AllOll f' TDl'ORARY UGHllNG Alrl> IUJIIClNG IS AEOJRD BY TIE FEDERAL AIIA110N AllllNSTRATDI (FAA). IT IS M CON1RACTOR'S RESPIIISa.llY TO MAINTAIN TIE Jf:CESSARY TOIIER LIGHTING U1111L PERIIENENT POIO IS ES1Alll.lSl£D A1r1> NOlf'Y M PROPER AUTHCRTES A1r1> HARRIS CQAJl1lRA110II ltt M EVENT Of A PRIJl.fll
A-17.
A-la
A-19.
A-20.
A-21.
A-22.
8.
8-1.
8-1
B-l.
8-4.
8-5.
B-1.
8-7.
a-a.
B-9.
a-10.
B-11.
B-11
8-ll.
B-14.
B-15.
lHE Pl.ANS SHOW SOilE KN09I SUBSU'f'Aa STRUC'IURES, A8IM CRCIIN) SlRUC'Rll[S=llNC UllJTG IIEUE'V£D TO II[ II M 10Dli AREA. IT IS M 1Y Of M C011RACTOR TO VEl1FY AU. U11Utn, FfflllS, Alrl> 01HER
S1RUCU£S SHOMi1 C11 NOT 9tOIII ON MSE PLANS. M COl1RACTCI SHAU. COITACT SlJ&N: STAIE IH-CAU.. Of RDIOA e (I00)-4.52-4770 PRO TO CCINS1'RUC110N BEFORE D1001NG CII DlllLNG. AHY DMM« TO EIISTIIC UllJT(S SHAU. IE REPAIRED Alrl>/fJI REPLACED TO M SAJ1SFAC110N Of M D9€R Alrl> ENClllEER AT 1H£ CONlRACTCR"S EXPCN5E.
511[ CROI.NDIHC SHAU. COMPLY •1H NA110IIAL Alrl> LOCAL GltOJIOING CCIIES.
CU:ARWG rs TR[[S A1r1> \UETA110N ON M 511[ SMQ.UI IE .e.D TO A IIIIIUl CN.Y M TR[[S Jf:CESSARY f01 COIIS1'RUC110N rs M fACIJTES SHAU. 11: IOO\O. AHY DMilACE TO PIOERTY QJ'l'SU M I.EASED PROPERlY SHAU. IE REPAIIED OR REPlACfD BY M aJllRACTOR TO ns ORICIW. COI0110N.
AU. SUITAII..E BORROW IIAltRIAL f01 BAQC FU rs M 51'1E SHAU. IE IICLUOED II TH[ •. cxa:ss TCP50l Atl> UNS1JITAII..E 11A1'EIIIAL SHAU. IE DISPOSED Of r:EF-511[AT LOCA110NS APPRCMD BY GO\ONIIG MlENOES P1IIOR TO mSP0W.
SEEDING A1r1> MULCHIIG rs M SHE 9£RE REQUIRED fClt 511E RESTO'IA110N 111 IE ACCOIIPUStO AS SOON AS PDSSll.£ Af'lER CCII\E110N Of M 51'1E D(V[L(AOT.M CON1RACTCII IS ll[SPON911.£ fCJt PROWlllllG Alrl> UAINTANNG AH MEIJA'IE COVER Of 't'EGETA110N OVER M Sl1E FOR A 90 OAY PERIOO.
RECORO DRAw.GS: M COl1RACTOR iw.TNN A RECORD Of AU. OWG:S. Sl8Sft1UTIONS IETIEEN WORIC AS SP£Cf1CD A1r1> INSlAUED. M COl1RACTOR SHAU. RECOIIO OWUS ON A C1.EAN SET Of COl1RACT DRAaGS 9tOt SHAU. BE 1UIIG OVER TO HARRIS COAPORATON I.PON CCII\ETION Of TIE PRO.f:CT.
Sl'IEWORIC
EXCAVATION eot51S1S rs M ADIOVAL Alrl> ~ Of IMOALS ENCa.lN1tllED HH ESTAIIUSHl«:i M REQIHD GRADE EI.EVAIIONS.
AREA TO 8E auDfD IS M AREA MillE Of M LEASE AREA fENC[ Afl> TIE INCRESS/ECRESS/lJllJTY EASEMOIT.
REIICM: AU. TR[[5, IIUSl£S Alrl> HUBS f1IOII M I.EASE) AREA. N1lllllG STIJIIS A1r1> ROOT S'ISTEUS.
STAP 't'EGETA 110N Alrl> nPSOl. TO DEPTHS ENCOCN'IEflED. RE11WE AU. CIAS'5,BRUSH, STONES Alrl> OTIO MAlERlM.S 111ERfPllG •1H O IXINS111JC111J11.. DENSE IIAlOIALS L'illG 1' Cl MOR£ BENEA1H !Ill-GRADE SHAU. 8[ lD1 ti PUC[ f' MY NIE 5' IE'l'llN> IIJI.DNi a:N51RUC110N BDIN>AIIIES A1r1> 00 NOT lttlllER M PROGA£SS tR lllAUlY Of TIE mil
PROOF IIO.L SUI GRADE Alrl>, f' RECUEJ. LIIDQJT Alrl> R£I\M% •1H DQIIRDFU. IIO£ APflUCAll.t. FU SHAU. IE COMPACTED TO B PRCCTI:111 (ASDI ISS7).OOCUIDYATION Of 1ES111G SHAU. IE PROWIEO BY A UC£NSm 1ESIIIG LAIORATilRY AS RECIUESTED BY OWNER'S REJIIESENTA 1NE.
LEASE AR£A SIJllf'ACING: PlAa: 4• ..... C(UIACTED FOOT SIZE IS AQiREGA1E (1 1/2• TO 11 ON GE01EX1U NOII-IIOW:N Pa.YPIICJl'i'I.DIE-laAF'I 1• OR EGW, M.11[ APPI.JCAIIL
REIICM: FROM Sl'IE AU. IMS'IE WA lEAIALS. UIIJSE) EXCAVATED MA TEIILN. N1LIIIIG WA1ERIAl a.ASSRD UNSAll5fAC10RY, CONTMMATED OR DAl&ROUS 1RASH Alrl> llDR5, Alrl> DISPOSE Of II A l!~ IIANNEll
SPRAY IIID ICU£R, SIJOt AS Ra.ND-~. AS PEI M IIAIU'AClUIO"S la:C'IDI. O\£R TIE ENTII: LEASE AREA PRIOR TO M PlACOI.NT Of LEASE AREA SIIFACIC.
alAVEL ACCESS DRIVCWAY: PlAa: e• IIIMlll COIPACTED FOOT SIZE IS AGGll£GA1E (I 1/T TO 11 ON GEOTEXll.E NOIHIIOVEN PU.lPROPlLENE-IIWWI MIOII Cl ElllAI. AS SHOIN N DETM., IHJIE APPI.ICAII.E.
S'IAflllZE SUI QlAI)( AS I/IEQUIRE]) •1H FOOT IS7 COAISE MDIEGA'IE PEI FOOT SEC11DN 90!.
alAl»IG rs OAl't'EWAY SHOW> BE SUCH AS TO PREltfNT TIE PINIIIG Of WAlER ON TIE DRNEWAY.
AEPlACE ElCISIIIG CIAVEL SIJIF'ACINC Ill AU. AREAS F1ICII 11D CRAVEL SIJllf'ACIIC IS REUOVED DURIIG a'JNSlRUCTIOII OPERATIONS. CIAVEL SIIFACING SHALL BE REPlMD TO WAJCH ElllSlllG Al)J,t,(J)IT CRAVEL 9JRFAa\lG Alrl> SHAU. IE Of H SME TIIOCIESS.. SIJllf'ACES Of GRAVEL SIJllf'M>G SHAU. IE fllI F'IIOII COIIIUCA1ICllS Alrl> WAIB EXISlltG GRAVEL SIJllf'ACING MAY BE EXCAVATED SEPARAIRY Alrl> REUSED f' N.UIIOUS AMQJNJS Of EMIH. ORGANIC MATIER. CR OTIO DEl.£1ERDIS MAlERIAI.S ARE REMOVED PRIOR TO AEUSE. NNStt AU. AIIDITIONAL GRAVEL IIESI.A'ACING MAlERW. AS RECIIIRED. IIU'ORE CRAVEL SUFACINC IS REPUCtD. 51.8 ~ADE SHAU. II[ fll.ED Alrl> C(UIAClED •m APPRCMD SB.ECTED 111A ~ GRAffl. !UIFACING MATERIAL SHAU. NOl IE USED FOR Fl1MG llEPR£SSDIS II M SIJ8CADE.
PRO'IECT EXISTIIC CRAVEL SIJAFACIIIG Alrl> SI.II-GRADE It AREAS 9£RE ECILFIIENT LOADS Ill. OPERA1[. USE PI.ANKN. OR OTIO SJTAII..E WATEIIAI.S DESIGNED TO SPREAD ElllFMENY LOADS. REPMI OMIACE TO EIIS1IIG OIAVEL SIJllf'M>G OR 51.8-GRADE 9£RE SUCH DAMAGE IS DUE TO TIE COl1RACTCll'S OPERA11CIIS. OMIMID ~AVEL SIJAFACING SHAU. BE ll[SlOR!D TO WATCH M ADJACDT utDIMMD GRAVEL SLl1fACING Alrl> SHAU. BE rs TIE SAME 1IICXNESS.
CIJllRACTOR SHAU. COCIIOINA'IE TIE a»GlRUCTION SQOlll •1H TIE COUNlY SO AS TO AWII> ..l'ERUlT06 TO M COUNlY IJIERAllOIIS.
ENSURE POSID't'E DR~ walG Alrl> AflER CClftfTION Of CONSlRUCIIOII.
C.
C-1.
C-1
C-3.
C-4.
C-5.
C-5.
C-7.
c-a
C-9.
C-IO.
C-lt.
C-11
C-13.
0.
D-1.
D-1
0-l.
D-4.
E.
E-1.
E-1
E-1
E-4.
E-5.
E-5.
E-7.
S'IRUCIUAAI.:
ASSUMED DESIGN AU.OWAII..E SOL IIEARNG PRESSURE TO BE 2000 PSF FOR M BUILDING PAD 0NLY.
11N101 AU.OWAII.£ CONCRE'IE COliflRESSVE STRENC1H SHAU. IE 3000 PSI AT 21 OAlS. IHN JESTED Ill ACCORDANCE •1H M AMERICM soet:TY FOR 'IESllNC Alrl> WA'IERIALS METHODS STAlrl>AROS ASDI C172. ASDI CJ! Alrl> AS111 Cll, IN.£SS OMRIISE NOTED. 1RUCK LOAD SLPS AHO 1ESY R£Sll.1S SHAU BE PROW)El) 8Y A uctNSED 1ES11NG LA80RATClfY.
AU. CONCRC'IE CONSTRUCTION SHAU. MEET TIE REOURDIEN1S Of M LA'IEST EDITIOII Of TIE AIIERtCAN CCJtCRE'IE INSft1U'IE (AO JIB) IU.l)lff; COD[ REQURDD1S FOR REINf'CJICED CONCRE'IE.
AU. REINf'OACNi BARS SHAU. IE ASDI MIS GRAIi[ 80. 1tt1111U1 1 1ft' CONCRE'IE CO'l1ER.
RENFIJDC BARS TO BE SECUR£1.Y F'AS'IENED II Pl.ACE BY SPAC£RS, T£S OR OTIO MEANS TO MAINTAIN POSllDIS DURING llJICRE'IE PLACDIENT.
TOP Of Fcu«>A1IOII MUST 1.£\EL :t 1/2• TOTAi. LENGlH Alrl> 901H.
FOUNDATION IIJST IE SQUARE :t 1/2" 0\0-M.L
DESICNEO flOtR U't'E LOAD 125 PSI.
Dt:TAl. FAIRCAlE A1r1> ERECl SlRUCTURAL sm II ACCC11DMCE .1H M LA1EST AISC MANUAi. Of S'IEEL CONS11lUCTIOII (ASD). AWS Dl.1, Alrl> 01HER COOES. STANDARDS. A1r1> SP£0FICADONS EXCEPT AS EIPUCITLYIICDQD IO£IL
A) ASDI AJIS, MADE JI; Ra.LED SlEEl.. ROOS. Pl.AJES, Alrl> U-BCl.TS. B) ASDI Al25 BEARING 1YPE IICl.1S F'CII ALL BEMIS Alrl> COOIINS
AU CM:NSIONS II.ISi BE OOJ) VERff.D BY COl1RACTOR PIIOR JO FABRICATION.
AU. STRUCllJRAL STEEL SHAU. BE HOT OIi aVNl2.ED.
CONNECTIONS: WQO 01 Bll.T CONl!f:CTIONS. AS NIICAIED: A) COIIIIECIIONS NOT ll[TM.£0 ON TIE ORAlltGS SHAU. COfl'OAII TO TIE
REWROIEN1S rs TIE SITED AISC SP£Cf'1CADON. B) .._ M REACTION VAWES rs BEAMS. BAACNl, SlRUTS. ECT., ARE NOT
SHOIII ON M DRAIIIIGS, M CONNECllOIIS SHAU. BE DESICNED TO SUPPORT TIE ENO REACTIOII DEINED FROM M TAil.ES Alrl> F'CIIIU.A Of UNIFORM LOAD CONSTIM1S Ii PART 2 NlllH EDlftOII. Of M AISC IWIUAL rs sm CONSlRUCTION FtR TIE (iN[N IIOIIIER SIZE. 5PM N,I) YE.I) s1RENG1H.
DO NOT USE RElEUPERE) CONCRE1E. OR ADO IIAlER TO IIEAOY-IIX CONCIE'IE AT M J08 Silt
SWIITTALS
SHOP OIIAWNG'S ARE ORAllilGS, DIACRAllS. SOlllll£S Alrl> OTIO OATA SP£C1f1CM.LY P11£PNIED TO UUSTRA'IE A POITION Of M llllAIC. PRt01C1' DATA. lWSlRATIONS. STANDARD SCHEDUL£S, awns. INSlRUCTIOIIS, IROCHIJil£S. tR llAGRAIIS ARE f\JRNl9l1J TO UUSTRA'IE A PQITIOII Of M llllAIC.
SAIIPl£S NIE AffllCAL EXAIIPI.ES rs MA'IERIALS. EQUAOT OR lllAIOIAlfH)1HCH ESTAfllSH STAlrl>ARDS.
CON1RACTOR SHALL SUIIIT SYMIPED SHOP DRA..:S Of AU. WA'IERIALS. DE\1ICES Alrl> ElllAIENT TO 11: f'URNISHED TO COIIJNCA'IINS lllERNAlDW. IIC. FOR IIE\IIEW. AU. WIRING Alrl> cot1AOl. DIACiRAIIIS SHAU. BE N1UDED..
AU. PROOUCIS SHAU. IE OELl\{Rf]) 11 PIIOPEII.Y l)(NlftD tRIGIIAL PIICXMi'ES OR OTIO CONTANJIS •1H IHIROICEN SEALS Alrl> M#llf'ACl\llE'S LAlllS It PLM:E.
CHAIN UNK FEIICf: Alrl> GAl[(S)
COlllRACTtR SHAU. 't'ERlfY LA'l'OJT lf'OIIIIATION FOR FtNttS Alrl> GA1ES SHOIN ON DRAaiGS II RE1.A110N TO M PROPERlY SUll\(Y Alrl> EXISlllG SlRUCTURES. CCINTRACTOR SHAU. OOJ) \'ERfY AU. OIIIENSOl5.
FEIICf: fASIIIC TO BE FAIIIIICATED 11 0\£-PE:a: •m TO CCIA.Y •1H awrt-LNC mta: IWIJFAClURERS INS111U'IE. FAale SHAU. II: t' IEH, .1141 (9 GAGE)GALVANIZED IIRE; SEI.VACE IS KNOTTED A Y Cl€ ENO Alrl> TIISTED AT TIE OTIO.
AU. NEW OW\I lN( mta: AS DE1ERWD BY HARRIS CDIPCJtAllOII REP1£SOllA1M SHAU. IE A 1£1QtT rs 5 FEET NOT N:UDIG EXlENSIOII ARMS F'tR IIAREED IIIIIIIE. AU. H[IQt1S rm EIIS'IIIG Sil[ f'ENC[S SHAU. BE IIMITAIO.
l.llE, caNR, GA'IE POS1S Alrl> TOP RMS NIE SO£DI.U 40 GALVAll2ED sm PIIE, SUES (DIA) Alrl> llNGTHS AS SHOIN ON DRA'INi. AU. POS1S TO RECEM: GAI.VAll2ED CAPS.
FITlllCS N,I) ACCESSORl:S NIE TO 8E HOT DIPfl£I) ~VANZED PRESSED sm OR CAST IRON.
A .11r1 ZINC COATED IIAAC£Ufll 1ENSION - IS TO BE LOCATED •at •. rs BOTTOM Of FABRIC Alrl> FASTENED TO FABRIC .1H 11/GA avAIIZtD sm HOG RIIGS A t.1NMUU Of EVERY 24".
A HOT DflPED GALVANIZED l/11" X l/4• Tl:NSOI BAR IS TO IE LOCATED 0\£ AT £\t'RY GA 1E Alrl> Elf> POST Alrl> 1WO F'tR EAOI CORNER POST.
E-9. fENC[ F'AIIIIC A1r1> BARBED - IS TO IE PW.ED TAUT A1r1> FASlENEO SECVRE.1.Y TO ENO POSJS W/ NI£ Q.AIIPS.
E-10. IIAREED 111£ Alrl> SUPPQR'IIIG ARMS: A) STAIGARD HOT DIPPfl) avAIIZED PRES'SED sm • SINCU
VERTICAL suwatT Allil - CN'. FOR EA04 POST, F'CI THR£E (J) STANJS Of 8ARIIED IIIIIIIE. SIJPPORIIIG A11Y5 MAY BE DTIO ATTACHED TO POSY Cl Ml ll'IECRAI. PART rs POST TOP IEATIO C/ll.
B) BARBED R IS avAIIIZID sm 1WO (2) SlRAN>S Ill'. .1H 4 PC»IIY BARBS SPACED NOT IIOAE 1HM 4• ON CENlER
C) CHAii I.II( fENC[S INSIDE PAS'IUl£S SHAU. BE EOJIPPfD MlH HO'IIZONTAL EX1ENSIOII Allll1S mt SmAND 8All8 IIIIIIIE.
E-11. GAl[(S) IIJST BE NSTAI..LED PllJlll8 Alrl> l!YO.. A) 1WO (2) GA'IES g•-o• WX ff-0" IIGH W/ BARBED 1111£, SAME AS fO«:[. 8) FRAMES - fASRCA'IE FROM I 5/ff'I 0.0. tf"5 SCHEDUlE 40 ~VAIIZED S'IEEI. PA:. C) HARDWARE - AU. TO IE avANZED
tlNGES - SHAU. BE Of TIE r:EFSET 1YPE TO AU.IJW GA1ES TO SIM BAOC PMALLD. •1H M LN: rs ma: A1r1> SHAU. IE IIADE Of IIAU!AII..E lllCN I: F'QRQNCS.
F. IIUIUIIIG COOE
LATat - F'ORIIED 1YPE TO PERMIT OPERATION FROM 01HER SIDE •1H PAllt.OCIC E'1'E
STCP.l - aNSISlllG rs FUJSH PLA'IE •1H ANQ40RS,, SET N COIICRE1E. Alrl> DESOO TO ENGAGE A a:NlER DROP ROO.
KEEPER - P10W1E KEEP£R FOR EAOI GA'IE LEAF. GA'IE KEIPER SHM.L CCINSIST Of IIIEOWICAL DE\IC£ F'CII SEaalG F1U: Etll Of GA'IE IHN II fW OPEM POSlllQl
r-1. AU. FUNS, DIIA191CS A1r1> CALCl.l.A110NS COIFCIIII TO M 2007 FlORl)A IIJllDINC CODE A1r1> TIE RECUEIEN1S rs ASa: 7-2005.
C. SHEi..lER ll£HJIT
G-1. ES'IMATED 9WIIG IEICHT Of CEllJICII SHELlER IS:
11'-r X 21'-0" - &5,500 LBS
B-T5. SEIMN1AftOII Afl> EROSION COllAOl. IIEASUl£5 TO IE IIP\.EIIENTED 11-ICIICllGWT CONS111UCTICN AS PER SHEEt U E-&. FEIG: Sl'STEM TO IE CRQJJlll[D AS Stm ON DRAIN&
71N COllaESS AR,, IUITl 211 IOCA 111111. Fl, 3MIMl1Z
PIIOIE: LH1) ........FU:11111J .........II 221 .£ffERSON RtOC£ PKWY.
FORT WHITE ADDITION 4-D023F
CR 2J8 ISSUED FOR PERUIT11NG ISSUEO FOR REOUNES
LYNCHBIMG. VA. 24501 FORT WHITE, FL 32038 (434>-455-6605 X1 B
----
SECTION 07, TOWNSHIP 06 SOUTH, RANGE 16 EAST, COLUMBIA COUNTY, FLORIDA LOCATION SKETCH
(Not to Scali,)
IIft F o r,t -r a!I
Q \ V\l f-,i J ·r E l?CiNAllE~ t.7/AS
~im,~ ,z>' M , w ,,wmV"1Zl 223 'M '12' «mz, .,,, '"'V' ,12' ,12',<'' ,J z 0 ...I L,J Clu ,c
JtOODfD a::: 0 ARE"A :. a:::N w :::c.f L,J u -c
X X I- en a::: cWOODED ,c :::, -AREA - L,J :::c a:::P.O.B. .f I -' u9
LEASE AREi4 I.&. L,J.,.~x .:;,~x 3: 2
~ :::c - -.... ci ~ I-- 3 :.cLI. o en 3Ck'.'.
)- "!If' ....PARENT 0 ~ II) a:::a::: ..,,oTRACT La.. :::, "' I.&. en !:i 5 mI en ,c
P.O. T. ><~ {;? ACCESS/UTIUTY EAS£IIOfl ct'>~·
t tLEGEND X
NOTE: S'YltlOL.S DIPIC1ED HERBIN NlE. SHOIN AT AN EXAGGERA'IID SCM.E Rlt LEGaJTY
F.CJ.11. RU/0 C""'9 lfON IIOO a,,. OGIENJIIII" 'J.lt. FOUNO lfOII fftJD r.o.& Rll"OF6M«
r.a.s RI." OF SUJIII£FDUID lllOII PPE '.I.A CJ.,: CHIWI UNI( ,oaSEr #II. • 11111(£IUl .....,,,.B.W.F.'.It.A R1UNO MIi. • - ... u:am, IIAIMlSS F',C.,,. RJCH1 CONt:lfE1C lll/Mllll1tr
miD8,UIF.t.a.ut ,:r4'1"1MB1DD ~} (CJ CAUU.AID~ 0 (2)) ,,,_..WMUfDIDl1' cu, ururr POL£~..........,. PM:SEB.. tlWNOtOlt(I')"' l'I.IIT-...nEM" CIA O'l'JCll1ll.#Dlal ... IIIIIMJIWW.ll' ORA~ BY: SLS,., fllll« ,vt Mt t:Z/ltl1lflDIO
P.a.& ,.,. 5 86.2.3 35 w DATE: 1-0S-11M.£!I. MIEIIZlm:JDI""""'-P.O.C. POMI' OF CQ!MMDfEM' P.a.T. l'Dllr OF J'EIIMNUD't lit ,W HWlltflltr ASSPa.Y soo.oo·,,,. PARTY Q·IIEf': SESntaD l'IDOII ANnoN )(; .. tu.W'llJII'4 IIIMl'Dl1DI.,...., ,.,,........, Ill a.,,:,s- (NOT VALID WITHOUT SHEETS 2 &: 3) AELD Boa<: 147 OH/I _.... ... /LCJI. ~ a:N:IIE7E flFC .---------111111111 PAGE: 34A-349P.V.C. PIii.MM. OCOlll1(" l'P£
.11.QL llfJll/£(M'"1J/flOHi a..JN!'AO (1IJY ...,....,, DWG f:. CS-2-6-10Ml SHEET 1 OF 3 JOB 600-271-10
--- ---
SECTION 07, TOWNSHIP 06 SOUTH, RANGE 16 EAST, COLUMBIA COUNTY, FLORIDA LOCATION SKETCH
(Not to St:ole}
" I~ • F l'"l r-1 .TI ..,,,~ . ,,.. LS!!I
~ VV }·,! I -~r E ·.
>-{ ...J z 0
P.O.B. ...J LI.I C
COMPOUND DETAIL: a: 0 (NOT TD SCAl.£) --- - :. a:
:::c--- --- ---- w 0 ,c
LI.I O ,c ---- -------- --- - t- V> ct: C ,c ::::, --I ~ :::c~0 ...J
LL.~ LaJ :I:::c - •t- ...J LI.ILI.I t-
t- LL. 3: i:0 V) 3:a::: >- ..... t-0 LaJ II) a: ~ "'oLa... ::::, ..... LL. V)
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V),c
X ... ,i'_J ~ ~
I Q
---X •RIGHT- OF· WAY DETAIi.:
(NOT ro SCN.EJLEGEND NOTE: S"tlllCI.S DEPIC1ED HEREON NE SHOIIIN
AT AN EXMIIIERATED SCALE Fat LBIIIJ1'Y
F.C.l.lL FOUlf> C4PPED ltO# IIIDD c:Aalll'JII) ... FJ.Jt. T.a.& 1QI' O,MI«
Frllllll - llDIJ """ T.O.S. 1W 0, &QIIEF.LI". RDID IOI 1W'E CJ.F. QW/111 IMl WIGSJIJl ID'IIMIIIJlllf ....... ,,..<.F.FAIJ. RMMO W. II 111!11( ... IJCflt,fD-F.c.tl. FOUIID mNQ1l!1E IIDNIM1IT.,4,111".,. __
S.CJ.11. '"Q' Jma-{C) Cl4UU,,UID- l5' GIIUI)-
(D) IVN9G am, ltEN1IIIDIDlf C'Q., llll.lrl POI.£ FIEUIWAIUIIEIIENP' .,,...,,,.. PM:SEB"'{II) l'UT~
.. OJI'. ~JIDXlm ... DRAWN BY: SLS,.,.l'G, N't --P.a.& l'OM(O,- - t.lCIIDffOM!Jf DAlE: 1-05-11ML&P.O.C. fltJMr 0, t.1IIIMl'CIMM'
,. IM1IIIINT ASSlla.l'P.O.T. 'fJ., --- PARTY CHIEF: SEBIN/Hill FUltJlt IU.WfllOIIF.F. """'"'- .,,,. IJI.WDILA IJIDIIRNDI X FIELD BOOK: 147 ~ -~--l' Ill a.sns- (NOT VALID WITHOUT SHEETS 1 & 3)aHW CMaWl!OIIE H.T.S. #fll 11> 8*I PAGE: J4A-J48
P.V.C. PDl.nlM. ~ ,w,eOHi CMINi1IO f/1/t' ... .,.,.,...Ml. -.o.t. DWG t. CS-2-6-10SHEET 2 OF 3 - JOB 600-271-10
SECTION 07, TOWNSHIP 06 SOUTH, RANGE 16 EAST, COLUMBIA COUNTY, FLORIDA LOCATION SKETCH
(Nat RI Seao.) IIi 'I ~~-~t Rtit I I. 118UWEYOll'II M:JTEII:
7) THIS IS A AS-BUILT SURVE:Y OF A OF TH£ LEASE PARCE:L ONLY, AIAD£ ON THE: GROUND UNOCR TH£ SUP£1MSK)N OF A Fl.ORIIJA UC£NSED SURVEYOR ANO MAPPER. ANO Al££TS TH£ HORIZONTAL ANO ~11CAL ACCURACY FOR THIS PROPERTY'S £XP£CTED US£. :!ii~
I~ 2) ELEVATIONS SHOWN HEREON AR£ R£FcRR£0 TO TH£ NAOONAL G£00£TIC SURVFY (NGS). NAYD BB £M1VAI. ELEVATIONS lt£RE" £STABLJSHED BY GPS OBS£RVAnONS USING NGS liONUAIDIT 0£SIGNAT£D ')75 71 A09" ON SITF EJ..£VATIONS ARE AS F'OUOWS:
BENCHMARK NO. ,. EJ..£VAT10N • 54.71 FEET i;~llIBEJ,ICHUARK NO. 2. El.EVAT10N • 55.18 FEET
J) BEARINGS RU£RfJiC£O TO TH£ SOUT1fWE'STERt..Y PIGHT-OF'-WAY UNC. OF STA1£ ROAD No. S- 2.JB 8EIN6 SOUTH N .JO" 50•4::• W(.~) EAST (A~ltliD PE.R s:;.rr: OF' Fl.ORIIJA /i;GHT- OF-WAY JIAP, S£C110N No.246.J-150, &4C 12-t0-56).I ~·'"'· 4) THIS SUR'1,£'Y WAS CONDUCTED FOR TH£ PURPOSE OF A AS-BUILT SURVEY ONLY, ANO IS NOT INIDID£D TO DEUN£A1£ TH£
( R£GUI.ATORY JURfSOICOON OF ANY FfDERAL, STA1£, REGIONAL OR LOC4L AGENCY, BOARD, COltlltllSSION OR OTHER SMIILAR ENTITY. >-...I z 5) THIS SUR'l,£'Y WAS CONDUCTED WITHOUT TH£ B£N£FTT OF AN ABSTRACT OF' 111lE, THEREFOR£. TH£RE WAY 8E OTHER 0 EASEMENTS, RIGHTS-OF-WAY, S£7BACK UNE:S, AGREEJICNTS, RESERVATIONS, RESTRICTIONS, OR OTH£R SIAIILAR W.TTERS OF
...IPUSUC RECORD. NOT OEPICT£D ON THIS SURYEY. l,J
DESCRJPOON: (AS FURNISHCD P£R OF'FICIAL. RECORDS BOOK J55, PAGE676-677, COI..UMBIA COUNTY, Fl.ORIIJA) (.) <C 6) LOCATION OF IMPROVEMENTS IS UIJ/1£D TO TH£ LEAS£ PARCa ANO ACC£SS ROU1F ONLY. LOCATION OF OTHf:R a:: 0IUPROVEJIENTS WITHIN THE: PARENT TRACT PARCCJ.. ttmE' NOT WITHIN TH£ SC0P£ OF THIS SUR\IE'Y. < a::
PARENT TRACT: w Q. :J:7) NO UNOERGROIJND tlnU11£S, UND£RGROUNO CNCROACHIENTS OR BUil.DiNG FOUNlMTIONS ltER£ OBSlR\IEV AS A PART OF l,J
(/) (.) <THIS SUR1,£Y, UNLESS OTHERWISE SHOWN. I- 0:0 SECTION 7, TOWNSHIP 6 SOUTH, RANG£ 16 EAST; TH£ NW1I OF SE'Jl,· EXCEPT RIGHT-oF-WAY FOR STA1£ RONJ No. S-2.JB, - < :::,-Li.I :J: a::ANO EXCEPT TH£ NORTH 50.00 FEET ANO TH£ lt£3T 50.00 FEET, AS UES NOHTH OF STA1£ ROAD No. S-2.JB THERE:OF 8£ING 8) FOR INFORMATIONAL PURPOSE, THIS SUR'l,£'Y IS NOT VAUO WITHOUT TH£ SIGNATURE' ANO TH£ ORIGINAL RAISED SSU. OF A :c ...I SUBJE'CT TO £ASatEJ(r FOR RON) AND unurr F'URPOS£S. Fl.ORU1A UC£NSED SL/Rl,'E')IDR ANO A/APPER. (.) g
LL. ~ Li.I :29) TH£ FLOOD El.EVATION INRJRIAATION DEPICTED H£R£0N IS FOR INF'ORMA110NAL PURPOSES ONLY ANO IS PROVIDED AT NO :J: ::::i i.,jLJABILl1Y TO BSI '* ASSOCIA1ES. TH£ PROPERTY SHOWN HEREON APPEARS TO FALL WfTHIN Fl.000 Z0N£ "X: AS SHOWN ON TH£ t- Li.I t-Fl.000 INSURANC£ RA1£ MAP NUAIBER 120070 0225 D, MAP RE'llfS£D 01/06/88. NATIONAL Fl.ODD INSURANC£ PROGRAM, LL.D£SCRIP110N: FfOERAL EMERGENCY IIANAGDIENT AGENCY. I- 0 3 5:
(I) 30::I.EASE AREA: >-10) TH£ RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH ff WAS INTENDED. WfTHOI.R WRfTT£N AUTHORIZAT10N, ..... t-Li.IMU. BE AT TH£ RE-IJSERS SOLE RISK ANO WITHOVT l..lA8ILIT'f TO TH£ SUR\IE'rt)R, NOTHING HEREJN SHALL BC CONSTRUED TO 0 > LO 0: .,, 0A PARC£L OF LANO LYING IN THE' NW ~ OF TH£ S£ ~ OF S£C110N 7, TOWNSHIP 6 SOUTH RANG£ 16 E'ltST G/l/£ ANY RIGHrS OR BENEFITS TO AN't'ON£ OTHER T1WI THOSE C£R11R£D. LL a::
:::> " LL.Cl)COIIAIENCE AT A POINT ON TH£ NORTHEAS1£RLY RIGHT-IJF-WAY LIN£ OF STA1£ ROAD No. S-2.JB WHICH IS IIARK£D WITH A 11) GEOGRAPHIC INFORW.110N IS &4S£D ON HORIZONrAL VALUES DCRIVED FROM INFORMATION SUPPUED BY TH£ NATIONAL
4•x4• CONCR£1£ MOMAl£NT; THENCE SOUTH .J(J'!S0'4J• CAST, ALONC SAID RIGHT-OF-WAY UN£, 1M•.'S4 FEET,· THENCE: LEAVING G£00£11C SURVFY CONTROL MONUIICNTATION DESICNA1£D "SR7-J6• ANO REFFRENCED TO TH£ NORTH, All£RJCAN IJA1VAI OF ,98:J t-...ISAID RIGHT-IJF-WAY LINE. NORTH 79"50'56• EAST, 159.59 FEET TO A POINT ON TH£ WES7Blt.Y BOUNDARY OF TH£ HER£1N (NADBJ). TH£ ~1ES BELOW AR£ SHOWN IN NAD83 AND NAD27 VALUES. TH£ CONVERSION TO NAD27 VALU£ WAS
DESCRIBED PARCEl. POINT ALSO BEING THE: POINT OF 8£GINNING; THENCE' NORTH OJ".J6'25"' WEST, 202.9J FEET TO TH£ P£RFDRM£D UTIUZIHG ~ (I/ERSION 5. t 1.08): AS PROVIDED BY TH£ NG$.; THE: HORIZONTAL ACCURACIES AR£ 5 NORTHWESTERI.Y CORNER OF THE' PROPOSED LOSE AREA; THENCE: NORTH 86'2J'JS• EAST, !KJ0.00 FEET TO TH£ CF:RTIF1E1) TO BC WITHIN FM 2-C TOL£RJNCES. m
INORTHEAS1£Rt.Y CORNER OF SAID PARCEL: THE.NC£ SOUTH OJ"J6 '25"' CAST, 500.00 FEET TO TH£ SOUTHCASTERLY CORNER OF Cl) SAID PMCEL; THENCE SOUTH B6'2J'JS• WEST. 500.00 FEET TO TH£ SOUTHWESrERI..Y CORNER OF SA/0 COIIPOUND: THENCE .PIIOPOSBJ CENTER OF TOWEii- < NORTH OJ"J6'25"' WEST, 297.07 FEET TO Tl£ POINT OF BEGINNING. SAID PARCEJ. CONTAINS 250,000 SQI.IARC FEET. IIOR£ OR LESS. NA/Jl7 .NMJtl1
LATnUDC 19"58'42.80. 29"!J8'4 t.76. LONGITUDC 082"45 '00.54'" 082"45'Dt. 10· 'i
8 ~ aI
DESCRIP170N:
LEGEND ACCl!SS/V11UTYEA!JSIENT: N01E: S'tlaCILS m:PIC'IBI HEREDI AR£ SHOllil
AT M EXMIGSIA'IID SCM.£ FOR LEGIIIJTY A PARCEl. OF LANO LY1N(; IN TH£ NW ff OF THE: S£ ff OF SECTION 7, TOWNSHIP 6 SOUTH RANG£ 16 EAST
F.CJ.f/1. FOIMO a... If()/# lftJO OHllt COIIIICNC£ AT A PO/NI ON THE: NORTH£ASTERI.Y RJGHT-OF-WAY UNE' OF STA1£ ROAD No. S-2.JB WHICH IS MARKED IMTH AOIIJt HliAD -
F".IA. l'tx,Nll l/fON- T.o.& llll'OFawr 4"'x4• CONCR£1£ IIONUUENT,· THENCE SOI/TH "1'50'4.:J• CAST, ALONG SND RfCHT-OF-WAY UN£, 155.34 FEET TO THE POINT OF F"J.P. ,..._ llfD#FPC T.a.& ,ar OF at.W: BEGINNING OF A TWENTY (20) FOOT WID£ ACC£5S/UTIU1Y EASDICNT, LYING TOI ('O) FEET ON EACH SID£ (£QUN.1.Y) OF THE'
.,,.. .. 18( C.I.F. <:HM# fM/( "'"UA &W.F. ..... 1'1111:E F'OU..OWING DESCRIBED CENTFRI.JNe THENCE: LEAVING SAID RIOHT-OF-WAY UN£. NORTH 79"50'56• EAST, '59.59 FEET TO A F"Jlli. FOUWI Ml.• DIS ,.. ut:11aD ..... POINT' ON TH£ WESTE:RLY B0UNtWrr OF TH£ BEL0W-D£SCRl8ED l'ROPOSED LE.AS£ AREA PARCEL. POINT ALSO 8£/NG TH£ PO/WTF.c.M. flOIINO Q'.WCllffl: - (:q} ,ma- OF TERIIINAnoN OF THIS PROPOSED ACCESS/UTIU1Y EASDIENT'. S.C.IA. !llllW0"9•• SAID PARCD. CONTAINS J, 191.82 SQUM£ FtEr, fJOR£ OR LESS.
(CJ QWUAJID laSUIIEI0'1' l5' .,..., .. 1%1) l'UN9G-~ ll1&tr'f POU"°'1 ("') REU>ME"ASUmllM" PM:SEB
flUY NOIOII,u,......,,. •ti")a.R. lll'l'Dll.m:am ... --YIUI' DRAWN BY: SLB ,a. ,,,.
N1: I/If aHJmlMl1I /1,o.&
ML£ .,,..,, .sa:r.a, DAlE: 1-05-11 flOltl' OF ,,,.,.,.,,,-,r
~o.r. flOltl'OF7IJNfllGlllW l'.O.C. """'"-
,_ Hta//lNr Amla.Y,..,, ~,, CERTIRED TO: PARTY CHIEF: SES ,,,.. FUat --- )C JIIIDr fUWDtLA l&IJIIDJDI
4'IIP .......-- IBI aa:na:Slllt llllS ~11(JN {NOT VALID WITHOUT SHEETS 1 & 2 FIELD BOOK: 147 OHW OMIIN'AO ... ltt:../1. ..... c:crall'iE' Pf//J£ IJ76t P£RIIIE1ER PARK IIOULEVARO PAGE: 34A-348Last Date of Fleld Survey. 07/17/1 O P.V.C. M"4MI. CHAall' l'P£ SI.Jf1£ No.20,.,....ta/r' ...OHO M.tl.L ,._OIIU.SSNO. MMlllt .JACKSfJIMI.LE. Fl.CRIM DWG f: CS-2-6-10
J22t6 SHEET 3 OF 3 JOB 600-271-10
-- --
0
WOODED AREA
4' WIRE F[NCELIN
5/8 $.C./.R.(LB/7078)
WOODED
5/8 $.C.l,R (t.fJ/7078) -------c"7"7'""-="'=7<:7:7<:7<JJVVC:::~:-----~s~oo~.o~o~·===::=:=::=::=========~;-:~=~
PROPOSED CASSON GUY ANOiOR rOUNOATION
EXISllNG GUY ANCHOR CONNECllON
PROPOSED e·-o· IC 10·-o· GENERATOR PAO GENERATOR: 45 kW
W/ M:A THERPROOFENQ.OSURE ANO SILENCER
REMOVE EXISTING 500 CAL LP TANK ANO CONC. PAO
EXISTING B'x 10' GENERA TOR PAD Wllll-1 20 kW G[NEf?ATOR I.JITO BE REMOVED BY CONTRACTOR 0
~ 0 o.
EXIST7NG 10·-o· X 12·-o· RADIO EQUIPMENT BUILDING
EXIST7NG 75'X75' COMPOUND
0,,·
0.•. .•. S 8 $,C./.R.
{LB/7078) ... 500.00·
SITE PLAN
. . .. -0... .... -Q.
FORT WHITE ADDITION 4-D023f
221 ..1:rrtRSC». RI0C£ PKWY. CR 238 LYIICHIIURCi, VA. 24501 FORT WHITE, Ft l20J8
(434)-455-6605
NOT[:
1. REFERENCE S1RUC1URAL ANAl.."t9S FOR PR<POSED GUY ANCHOR F(lll)A TOI DESIGN PERfORMEO BY ODDS.
2. ACTUAL GUY ~ FOlN>ATOI DETAL DESIGN BY Oll£RS.
J. SEE DIG Cl FOR EROSK.lN a)ITRtl.DETAILS.
4. S£E SURVEY DRAWINGS FOR BOONlARY ANO TOPCXaAPHICAL NORUA~
PLAN
Cl B
1•COIIIIEII AVE. Sidi m HCA 11111. Fl. :U417-111Z
PIIGII: (lfl/ 1114-1511FAl:(111 IIM4ZI
----
NOTE: 400'-(f (~)1. SOIIE EXISTNG CCNJITIONS NOT SHOWN (2) 111 DS1C1IEJ&U ANO (2) RXFOR CLARITY. TOIIER ORAIING FOR DS7E1Cf'36U ANl'OlfAS Wl1HSCHEIIA11C PURPOSES ON.Y. (4) 1 5/8• FOAM COAX IWNTED QN (4) S10EAR11 IIIUtTS
2. S11WC1URAI.. ANALYSIS FDR PROPOSED ANTENNA LOADS PERFDRUED BY OTIO'S.
PROPOSED e·-o· X 10·-o· GENERATOR PAO GENERATOR: 45 kW W/ ~ATHERPROOF ENCLOSURE ANO SILENCER SEE 52 DWG
FOR f"OIJNOA TION DETAILS
PROPOSED 11·-s· X 26' RADIO EQUIPMENT SHELTER SEE 52 OVtU FOR f"OUNOATION DETAILS
PROPOSED ICE BRIDGE W/ SUPPORTS
-------------w SEE 51 DWG FOR DETAILS
---oHw-------~ -EXISTING UTILITY
PEDESTAL
'I DETAILED SITE PLAN
eao·..... - -SCAI.£: ,•• 20tt-rt' ·····- -
in
REMOVE EXISTING 500 GAL LP PROPANE TANK
PROPOSED 1000 GAL LP TANK SEE 51 DWG FOR DETAILS
EXISTING 20KW GENERATOR TO BE REMOVED
PROPOSED LEASE AREA SURF"ACE SEE 51 DWG f"OR SUF"ACE DETAILS
NOTE:
I. NO RES1ROOM. WASTE OR SANITARY REQUIRED.
2. F1ELD WRFY DIMENSIONS PRlf.JI TO ANY CONSTRUCTION.
l. EQUFMENT 9E.TER. ClENEAATOR .t ANTENNAS TO BE PROWIED 8Y HARRIS CMP. SO£OUl.E rE OWOY .t INSTAUATION IS BY CON1RACTOR.
4. RE-VE<iETATE ALL DISTUR8ED AACAS AS PER FOOT S£CT10N 570 GRASSING, 575 SOlDING NI> S£CT10N 580 LANDSCAPE INSTAU.A l10N.
1•c..... ,11. sum• FORT WHITE ADDITION IIICA IATIII, R., *'7-1111 4-D023FPHDIIE: "'1) .......
Fll:(1111 IIW4Z!I 221 .(HERSON IUJliE PK\IY. CR 238 LYNCHBURG, VA 24501 FORT WHITE, FL 32038 llt."'5IONS DE!lClll'1QI 1111111. .........
i._________________..._______<.•J_•_>-.•.ss.-6605 ll'r:1111 ..., __ ____...,,iwlltilllllli WlilljNill~fltlli-------------c-2__._.e_________.._______________..._................._...._111111111111.... ••______._DRMN ll'r!_.
POST {OPTIONS: 2• X 4• OR 2 1 /2• MIN. DIA. WOOD;
6' MAX. FILTER FABRICSTEEL 1.33 LBS/FT. MIN. {IN CONFORMANCE
g WITH SEC. 985 FOOT SPEC.) :::I
•I Ig z . ,.11in "ao 11
;.,., .:i ~
I CX) ":: • 11 \......_---''---~~--:u--------------------u-------~
ELEVATION OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW)
F==;II , r,
: FILTER FABRIC
SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). TYPE Ill SILT FENCE
NTS
TYPE m SILT FENCE
-41--_..-+--1~-1-~~1--~---1-~~....-~____.1--~-1-~---1 M ii
50 100 150 200 250 JOO 350 SPACNi (N FEET)
CHART INTS
,-_
TYPE mSILT FENCE PROTECTION AROJNO DITCH BOTTOM INLETS.
00 NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS ANO TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
r.ENERAL NOTES:
1. ALL EROSION CONlROI. MEASURES SHALL BE IN FULL CONFORYANCE 11TH ALL APPI.ICABlE LOCAL JJRISTRICTIONAL PERMITS ANO REGULATIClN.
2. EROSION CONTRCll. SHALL BE A TYPE Ill SILT FENCE PER CURRENT FOOT STANDARD INDEX 1101
WATER CllAUTY lREATWENT IS ADDRESSED BY THE FOLLOWING DESIGN FACTORS:
- THE EXISTING ANO PROPOSED CRADE IS ESSENTIAU.Y FLAT AND UNCHANGED. - THE ENTIRE SITE IS TO HA~ A FOOT No. 5 STONE PERVIOUS SURFACE TREATMENT. - THE EXISTING SOL IS ESSENTIALLY SAN> - NO \fHICULAR USE CJ' THE SITE IS PROPOSED, OTHER THAN THE INFREQUENT SERVICE
1/EHCLE. - NO OIL COOLED TRANSF«RIERS OR OIL FUEL TANKS ARE PROPOSED FOR THE SITE. - THE VOIDS IN THE FOOT No. 5 STONE PROVIDE TEIIPORARY STORAGE CJ' SURFACE
STORII ORAINACE WHl.E THE UNDERL'Y1NC SAN> HAS EXCELLENT PERCOBllTY. - SURFACE WATER IS MANAGED BY NATURAL ATIENUATIONS.
SILT FLOW
I---,---:=..-~ NOTE: SPACING FOR TYPE mFENCE TO BE IN ACCORDANCE WITH CHART 1, {FOOT SHEET 1 OF 3 ANO DITCH INSTALLATIONS AT ORAINAG( smuCTURES SHEET 2 OF 3.)
TYPE I[ SILT FENCE
~ SILT FENCE APPUCA TIONS
t ~
I....------------,--------------,.--------NTS--.....-ii--i.....----------..-iii!iii.-,,;;..--a,p-..,-_....• G: FORT WHITE ADDITION7-CGIIIIIUIAVE. IIHTE •
IOCA IATIII. FL.11411-1111j 4-D023 F
! PIIIIIII: [5'1J 114-1111
FAl:(N1) ....un 221 .£FFERSl)I R[nr£ PkVY. CR 238 LYNCHBURCi, VA. 24501 FORT WHITE, FL 32038 - ..-.
<434>-455-6605 CJ 8.:.._---------------------------------------------------...!iiiiiiiiiii.......iiiiii.-....11iiiiiiiiiiiii............___.,,...__8':•........~~--~WMIWl1.,lil-l,._...._______..._____._.
i------------16'-D• APPROX. -------------i \HEAVY DUTY ANCHORS BY MANUFACTURER
8" CONCRETE PAO
TANK LEGS HURRICANE STRAPS (2) (2) ANCHORS
TOP VIEW NDTE:
,SO 12· CW 1. TANK SHALL BE INSTALLED IN ACCORDANCE WITH NATIONAL. (NFPA 54 & 58), STATE, & LOCAL CODES.
2. TANK IS TD BE PROPANE USA OR AM[RI-GAS OR [Q.
J. STRAP DOWN ANCHORS ARE TD M[[T SITE SOIL CONDITIONS. If' CONDITIONS AR[ Olf'f'[R[NT f'ROM THOSE ASSUMED IN DESIGN. All WORK TD CEASE 1MM£D1ATELY AND ENGINEER IS TD BE CONSULTED PRIOR TO END VIEW COMMENCEMENT OF WORK.
ABOVE GROUND 1000 GAUON PROPAtE TANK MIS
NOT USED
-----PIROO SGS SELF-SUPPORTING ICE BRIDGE KIT W/ SUPPORT POSTES. ICE HLO & MOUNTING HAROWAAE.
------. PART I 800557 OR EQUAL.
COAX CABLES (FUTURE)
'lo I
ia COAX CABLES (TYP.OF 12).-
-...; z CAOWELD GROUNDING CONNECTION TD !I SUPPORT SEE CROUNOINC PLAN ON DWC [1':oLW--HE&MNT
I12" MIN.I
~ COOROINATE POSITION OF COAX CA8LES (MAX. SUPPORT SPACING OF 5'-D") W/COAX SECTOR ASSIGNMENT FROM BUlOINC
ICE BRIDGE DETAIL N1S
tQ!E;_ RESTORE COMPOUND SURFACE AS REQUIRED.
1'-0" (l.N.ESS NOTED DTHER\WSE)
i------CH~ LINK f'ENCE -SEE DETAIL THIS PAGE 4" FOOT SIZE f!, (1/2" TO I") CEOTEXTILE NON-WOVEN POLYPROPYLENE "MIRA.fl 160tt OR SIMILAR PRODUCT
PROOF' ROU. &: STABILIZE SUBGRAII (981 OF A MOOIF'IEO PROCTOR COMPATION)
I
---
A
I(' I r I 1/4" KORCI.A111 IICMINC SIW AT rt-rt O.C. IMI IIECDIMllDED
•·-rt. •·-rt • r 11C1 CCN:11£1t SUI AJ OCllJI lOCAll(II
'iDI -Gl --t------_J
I :
14 8AR O 11• O.C. I I EAOi WAY Ib
I IN -- --- --- --- -~
---llf'T 0.C. IW----12-J/4"1 I 7"LG 111.11 SS 119-1111.T .J DP MOGIS N01ES:W/ S" DIID(nP 4 Pl.CS) RmJt 1'D StE.1ER WGII DIIICS flit 1.0CA1DL 1. StnTER FOIM>ATION SIZE SHAU. IIE COORDIIATED "1TH StnTER IIAN.f'AC'flJRER'S SHCJI DRAlll,IGS
All) SHAU. CCll"ORU m SITE SOL aNllTIONS. f coo~ AR[ DITERENT FR<* 1HOJS[ ASSlMD IN FIUl>Alltll DESIGN. AU. IDIIK SHAU. STOP IIEJIA1ELy NI) ENQNEER IS m BE CQNSUlTED PRIOR m
COlll:NCEMENT <F we:&. 2-,S [Q.
2. CDEIW. IESIGN NIJ CONSlRUCJl(J,I <F S1RUC1URAL REHORaD CONCRETE SHAU BE IN ACalRDNO: WITH AO 301-05. '"SPEOOCATION FIJI S1RUC1URAI.. CONCRETE". NI> AO J18-05. "8ul..DNG CODE RECUIDl:NTS FOR S1RUC1URAL CCNCRETE NI) THE FtOAl>A BdlJll\lC CODE.
.l CONCRETE SKAU. IIE N(IIUAl. EGHT AM> ATTAIN A 28-DAY COMPRESSIW: S111£NGTH. rc•llXIO psi.@cELLXION FOUND AT~~~- & ATTACHMENT DETAIL
4. RElf'ORQNG STEEl SHAU. CONflJN ro ASN Al1S. Alli IJI A117 GRADE SO. CELLXION BUILDING FOUNDATION DETAIL
__________10·-o·__________
~ ~ GAS LINE UXATION f-J" TO SUIT SUPPUED GENERATOR
,.., N
I GENERATOR
12" 1HD CONCR[TE F'(H)A110N WITH J/4"CHMffR ON EXPOSED
EDGES. T(rl CONCRETEALTERNATOR ACCESS PANEL 4" A8CM GRADE
r HALO GROOND CONDUIT b
I == == -~ (1~ 'la
iQ: B
t.::,.
_J~
CENSET FRAME (1
~
~t.::,. INCOMNG CCNltJT DIRECTION MAT VARY (CONDUIT SHO'IIN FOR
NOTE: EXAMPLE Of OPENING ONLY)
SEE DRAIING E2 FOR D1REC110N Of CONlUIT RUNS GENERA TOR FOUNDATION DETAIL
N.T.S.
DETAILS
sz a
, • WIRE FENC[L
PROPOSEO GROUNDING TO BE CONNECTEO TO EXISTING
TOWER/CONCRETE ANCHOR GROUNDING
(f
~·o,.,.ooO..·C>'" ,,. ~ .,.
0-?''".,.
o..-
CONTRACTOR TO VERIFY GROUNO FROM EXISTING GUYEO ANCHORS TO TOWER RING.
Or (5
0 ...SEE GROUNDING OETAIL
ON THIS P soo.oo·
BIMETAL CLAMP SIZEO FOR GUY WIRE OR ANCHOR ROOS (TYP.)
GUY ANCHOR
,.. 0 0 0 o. ~
-.__GUY WIRE (TYP.)
GRADE
I I
~ALL CONNEC110NS BELOW GRADE SHALL BE CAOWELO (TYP.) 20' GROUNO ROOS
1. GROUNOING COMPONENTS SHALL BE INSTALLEO PER TOWER SUPPLIER'S DRAWINGS.
GUY ANCHORS 8c GUY WIRE GROUNDING DETAIL
NOTE: SEE E1A OWC FOR AOOITIONAL SITE GROUNDING DETAILS ANO PLANS
PLAN
0
GftQl lNQIH6 HATE$·
GROUND TO EXISTING TOWER GROUND RING
@1\
________ce., TO TOM:R GROOND 1-2 PLACES -----QHW-
SITE GROUNDING PLAN !MMC !jQll'
0 1110' 2fl1 40CI'
SCM..E: ,. • 200'-0"··········----
I. AU. DEJAl.S AR£ StQN N CEIOAL 1EfWS. AClUAl GRClJIONG INSTAU.AIION AEQUIAEUEN1S AND CCNSTRIJCTION ACCauNG TD 91[ COtOTIONS 00 HARRIS call. GJQNlllC SJWARY RECOlleUD f'OR fl.Olll)A Sl1ES.
2. AU. CRCUllNG COtOJCTOAS: 12 AIC SOIJ> BARE l'NO COPPER - lN.ESS DTHERIISE N01ED.
.l AU. BELOW GRADE CONNEC1DIS: EXOTIGIIC WELD T'1PE. A8IM GRADE CQN£C1DIS: EXOnDIIC 11'.lD 'NPE.
4. CROJNO RNl SHALL II: LOCA1ED A M1N11.111 CJ' 36" BELOW GRADE 5. INS1'ALL CJQJNO CClllUC1'0RS NCI OROOND ROD lilNIIJII CJ' r-cr f'O [OUFU[N1' CCKR[T[ SLAB. SPR[M) FOOTliC, OR FENCE. 6. ALL CADWEU> CCINCTIONS ON GALVNIZED SURf'AC£5 SHAU. II: Cl£V€D
THORaJCII.Y00 COVERED W/ (Z) 111D COA 1S SHERMAN WI.UAIIS GM.It'll[ PMIT Bl50IIJ (OR ECIUIVAl.£Nl).
7. AU. El.[Cl'RICAl. AND 11:0IAtCAL GROUND CONNECTIONS RL HA\€ NON OXl)A1ION Ct:lUPOOI()$ APPl.fD TD CONNECllQN.
8. AU. GRClJIONG INSTALLATIONS AND CONNECTIONS SHAU. II: MADE 8Y El.[C1111CAL CONTAACTOR.
9. 08S£IM N.E.C. AND LOCAL U11U1'f AEOURMEN1S f'OR El.[CTAICALSER\U CROONlllNG.
10. CROUNOING ATTACHMENT TD TOIER SHALL II: AS P[R IWIUf'ACllRR"s A[aMl[ll)ATIONS OR AT GROUNDING PQN1S PIIOWlED (2 INIIUU).
11. CIOUNOING S'l'STEll RESISTANCE SHAU. NOT EXaID S <HIS. 12. AU. GROUND Ille MICH EXTDI> A8IM GRADE SHALL II:
PROlECTE!). 9i GRUN> '9IE: PROlECIION DETM. ON DIC El. 1l. USE IIEOWICAL CCJIIRESS'l(ll CONNECTIONS FOR B<IGNG CROUND
I.EADS TD EWPIIENT ENCUlSUAES. SEE GROUND LEAD COIIIECTDI DETAI. ON DIG. E.l
14. ALL GATES SHALL II: 11:CHANICAU.Y lDIDED TO CAlE POS1S USING A flExa.E JJYPER.
15. GROUND LEC.S CJ' IC£ BRl>GE SlRUCTURE, SEE ICE BRm DETM. ON OIIG SI. 16. GACUtOtG AND APPUR'IDWICES SHAU. CCWORU TO HARRIS CORP.: STANDARDS:
_Sil[ (R()UtONC &: UCH'INNG PROTECTION II 123 4611/1 R3A _CONCRE1E SHQ.1ER SPECFICATIONS ...-"9114A _TOWER AEQUIAEIIEN1S 00 CiENERAL SPECIF'CATIONS 11-391858 _STANDARDS FOR Sil[ CCNSTRIJCIION AND CONTRACTOR SPECl1CA110NS
ll-l914MI 17. REFER TD TOMI ERECTION DRAYINlS f'OR DETAl.S CJ' TOMI GROONDING
.t L04TlalG PR01EC'IOL 18. 9i SHEET EJ FOR GROUND ROD 1EST WELL DETM... 19. 9i SHEET EJ FOR GROUND BAR INSTALLAIION DETM...
GROUNDING LEGEND • RECEPTM1.E • CAD WELD • C(WQIJtl) IEU)
@ 10' ORCU1> ROD @ 20· GROUND ROD
@) TEST IElJ.
OROOND RIG
DETAILS
FINISHED GRADE
PROPOSED U/G LP GAS TRANSFER LINE TO GENERATOR~
SEE THIS PAGE FOR TRENCH DETAIL .\ UTILITY WARNING UTILITY WARNING TAPE (RED) TAPE (RED)
PROPOSED U/G LINE TO ATS INSIDE SHELTER
SEE THIS PAGE FOR ·~":tTRENCH DETAIL
CLEAN BACKFILL
,·-·-·-·-' ,_ __j..--SPARE
SCH 40 PVC C OR GAS LINE SCH 40 PVC C
TYPICAL COMPACTED SANO CONCRETE ENCASED
PROPOSED U/G POWER UNDER GRAVEL DRIVE, AND TELCO LINES COMPACTED SANO
ELSE'MiERESEE THIS PAGE FOR (FOR POWER. TELCDTRENCH DETAIL CONDUIT OR GAS LINE)
.QE.IAJL (FOR POWER AND TELCO CONDUITS) N. T.S.
TRENCH DETAIL l2Wl.L N. J.S.
IIDD. 1. COlllRACltll 9Wl ~ AVM.AII.E Cfl'M:llY AT DISlllG UllJlY SDMCE I: NM5E DOIIR CE SUM:[
sm: Ml) FAUL1' a:a:NT LEW:L !II te,1[ 1l IJi El DIG. 2. COIIIIIACIOII 9Wl CORJNAIE 9'IH UIIJlY Co. fllUlaS[D NEIi 2111,\, 240/120¥, IPH SEAVa:. l F UIIJlY SEMC[ DCES NOT HA'« AOOIIAIE l:M)AQlY, COll'IRM:lrJR 9Wl PllOlllE tO SDNa: MIJABANDON EXISTINGi IJIGRADE !iEMf. FEEDE1S - Ol.lfllDTJ'[l!C1RIII[ '1llUIIIC CXIIOJCTOIS !i1ZE ACallllllG.Y.ELECTRICAL IN PLACEi 4. COll'IRM:IUI 9Wl \OfY SEPARA 111)111 DIIIENSIOII 11:'IIIIN 'ID.CO. EIICIEM.~---------------~ca..-._ i LOCAL CQIES, IE: I: fl'PAL----,;;:-----OHW- ·, 5.. !II !NIT El FOR GOEW. U11.1113 II01ES.
i iEXISTING ELECTRIC AND i
TELCO U/G CONDUIT TO i POLE, APPROX 350' i
i i 2~ 2P i i
i
j -----------,i
j ·-·-·-· ~ I-·-·-·-·-··-·~·-·-· 200A. YCB II -·-·-·-·-·L.-,-·-·-·-·-·-·-·-·-·EXISTING UTILITY PEDESTAL UW) NOT TO IABANDON EXISTING EXCEED 1811M ;;;,TO POWER SUPPLY _....__~ELECTRICAL IN PLACE I 20/24'W.• , .. .SW ,. -MIG I l
~~4W IKLTER IRECEPTACLE (l't'PICAIJ
---~-----------
0 SEE 1'A81.£
200,\, 120/240V. I• U£1ER A© IJSCONNEC1' ON SHELTER ONE SOCKET. M.LO.• U.L UST[I) AS S£1MCE ENTRANCE EouPMENT
SITE UTILITY PLAN @ ll/0. 2"C. I• GND SEILCT 0 CA8t..E I: CONDUIT SIZES / RUN L£NGTHS (fl.)
_ _ _ _ _ LIMIT OF SH0.1ER OR PACICACE GENOIATOR RI. UP TO 100• l ll/0. 2-C
200' 0 100' 200' Ill t od '!O dOO' l 1!1JO ICCM. l"C..... - --RI. :,oo• 'IO 1000' l 17!0 ICQI. 4"CSCALE: 1• - 200'-0"·····- -
FORT WHITE ADDITION 1~1 4-D023 F 221 ..l:ff[RSON RI0C£ PICVY. CR 2J8
LYNCHIIURG, VA. 24501 FORT WHITE, fl J20J8 ......... (434>-455-6605 OArMtt IT: E2 B
c;,wNDINQ NOTES; I, Al'P\.T NON-OQ)ANT ~ 10 ALL CiAOUNO BAR Olt HALO
ClROUNO COMIECllONS. WE Cl.£AN ALL EXCESS.
2. MIAIC[ ALL CONNEClOIS TO CROUND BARS OR lilETM. E,.... [NQ.OSUR£S Wl1M TWO-HOLE CCUPRESSION WCS. SEE CRCUNOINC LEAD DUAL 1HIS SHEET.
l. CONHCCT ALL MIETM. EQllPUENT ENCI.OSIJRES AND CCHDUITS TO HALO CNO USING fl, CRECN INSULA1ED, S1RANDED COPPER WIRE. UNLESS OlHERIIISE N01ED.
,. AU. GRCIUNDN1 HAROWM£ SHALL BE BRASS EllCEPT M€RE NOTED OTHER.sE.
5. AU. GROUND IMES SHALL K CRCEN INSULA1ED, S'IIIAtCIED COPPtR GENERAL UTILITIES NOTES: AND HAI/£ A IIINIIMil IENOING RADIUS rl 1z•, UNl.£SS OntERWISE N01ED.
I, GOIERAL 7. CONOUCTOIIS I. HALO GROUND RING SHALL BE 12/D. QREDI WSULATED INSIIE: A: 12/0 BARE 51IIANOO> CIITSIIIE 51RANDED A. K CQN111ACTOR SHALL PROW)[ ALL LABClt, MIATDIW..S. INSUIIIAHC[. EQIMIIIENT,
COPPER WIRE:. SUPPQIIIT ['IIERY .sz· Olt u:ss Al AN EU'IA'nON r, a· KLOW TH[ CD.ING. 1RANSPOR1A110N, CONSl'RUC'IION TOOLS. ETC. FOR A ~TE ANO PIIOPEIII.T Cl'OIATINO "- HI •"'l~&~J~T't'P[:,1p~·A"!!R~',.aaitcr:Bt.sS'1'51!MS ENERGIZED 'IMIOIJGHOUT ANO AS ltOCATtD ON ORA.as, AS SPECIF'EI HEll£IN fl~r=r~~A~Jl"JI -~'ffb•~CTOIISANO/OR AS O'IHElll'MSE ~- ANO~~~ aiiiiuc~ NOT usar- LUGS NO. I A
1. TIC C1»111RACTIIII SHALL SIEaJRE ALL NttES5MY El.ECTIIICAL. PERlltl'S ANO PAT ALL REQUlll£D FtES. 8. EU:C'lfllCAL SEIMCE
C. ALL ELECTRICAi. WCIIIC SHALL CONFlllllll 10 K NAllDNAL El.£Cnt!CAI. cmt: (EOl11CIN ACCEP1ED BT LOCAL .DIISDIC1ION) ANO APPI.IC.Aa.E LOCAL cootS. A. QCNEIIAL: COl,IPlY •TH ANO COORONAIE ALL REQUIIOIENTS r, K U1'1JTT ct»l'Nl'I.
0. GIICUONG SHALL <XU'LT •1M Altncu; flO r, N !<tA'llCNAL IUC'IIIICAL C1X1E. 8. gT-.J&~n ~E~,:...~:r.-l CUIRENT RATINGS AS£. ALL El.EClRICAI. Ell!JIIMIENT ANO ACCCi'Sllfll[S SHALL K NEW ANO U.L APPIIOVED.
F. TIC CON'IIIACTIIII SHALL PWO\IOt HARIIS •1M OtC SET a, CClilfll.tTE ELECllllCAL "RECOIID" t. l'ELEPHON[ SEIMCI:ORAMNCS SHDWNG AC1UM. DM:N5IONS ANO CIICUITS, •'IIW ID IMlRIClNC DAYS r, PRO.ECT C«:JIA.E'IIQN. A. .. ACCOIID.MG •1M 'IEl£PHONE U1'1JTT CCIF'AN'l"'S~ANO 'I~&.SHAU. BE
WALL MIOUtlTINC G. ALL BROCHUllES. OPEMTIOIII IWIJALS. CATALOGS. SHOP DltA..... SPEOF'ICATIONS. ETC./ SHAU. BE lUIND O\EI 10 HARRIS AT K CCIIIPI..E110N 01 K PRQ.£CT.
.1250 ALIJWIAAI
IIRACICET 10. CIIQJNONJ SY!11DI H. IZNDtATOII ANO SHELlDI IUCllllCAI. O£SIGN BT O'INER'S.F\.Al A. ~, !f:l'~f'!'?...l@).JIN N ORA- ANO AS RECUIIED. OINER'SWASHER
2. INSPECTIONS R~il~~~SANO~~~TS A. GENERAL: DURING ANO UPON COIIIPLE'IION 01 .-:, AMANGE ANO PAT ALL AS'SOCIA'IID
INSPEC'IICNS r, ALL fllCllllCAL WCRIC NSTAUD IJIIGGI THIS CON'lltACT N ACCORDANCE 11. OltCKOUT, 'l!Sl'NG ANO AIMISl'NG VIH K CCNOl'IIONI r, K CQN11UICT. INSTALLA1ION SHAU. CDll'LT •1M APl'UCMlE LA.115 ANO ClROIWIC[S. urun C<M"ANT RECIUIIDIENTS. ANO N LA1ES1 EDl1ION r, NEC, A. ~~~,.,..:'~~~,~~=~re,WC. NOIA. 0SNA. SK. UL. U8C, 80CA. DA. IE:S. OE, IPCtA. CBIIA ANO NFPA. UNA8.E 10 P£llf'CIIM Al DESIGN CIR IIA1ED CAPAQTT.
I. INSPEC'IIONS IIECI.IIIID.: AS FU TIC LAIIS ANO REGU.A'IIONS r, K LOCAL ANO/mtSTATE AGENCIES HAVIIO .uRISIJICOON Al K PRO.IX:T Sitt. II. ~"fl'rJ\"IM'~lt:t=~~1ION TEST
C. :1"-ni~~ft. AflflROIIED IT TIC LOCAL ANO/OR STATE AGENOl'S HA.....:; .-...sDICnaN C. -0 SITE POIP IS llOl\lm FRGII 3 PHASE SIIUIICL LOAD IIEAl»IGS aL • TAl{INr.~lOJ-~ -=e,m.Al K PRIIAIW SOLIRC£ RECOROS S1tAU. 0. CD11FICA10: 9.eal ALL REQUIRED INSPECTION CUl'lft:ATES.
l HANG111S ANO 5UPPOlll'S 12. RACEWAY SY$'ltllS
A. ALL A11CM: GRADE COIGl1 ANO ALL CGNIIUT nBOWS S1tAU. K _, GAI.VANZED STUL UIII.ESS=~~sui:&~JffL~'t~.~1£0A. TOIIP UGHT CIRCUIT fllOIII CCN111CUER 10 UGHTS SHAU. K SCHm.U 40 PIie. IIACEIMT IIJIIIALSHALL BE IIWU'AC'IUIIID PRCOUC11 D£SIGlilD F'OR K Aflflll.JCA'IION. PIIOCUCTS F'OR CU'IIXJOII US[ !iHALL lE HOT DI" GALVANIZED. r:.,,:~AS,t.~=°'~~~~~~~~~
SINGLE GIIOUlD -S SHALL K IIIISTAl.10 .. PIIC CICNDUIT F'CII TIC EN'IIIE l.£NGH1. GROUND SAR 8. ffll£S: H.MCDS,, STIIAPS, RISER Sl.l'PORTS, a.AMPS. U-cHANNO.. 1HIIEAOED IKlDS. E1C.
AS ltlDCAJED Cit IIEQUIID. 8. ALL METAWC IIACDIA1S !iHALL K K GROUltaD P£R NEC. I. S[CUR[ TO Nl[RIQR OR DTERIOR WALL W/ 1/2 • 1 1/2 LAC. C. NSli\LLA~Y SUPl'Oltl ANO SEQ.IRE ALL MIA~ACEIIAT ANO,lj'fflT 1D 2. CMT NSULATORS WHEN IOMllNG 10 IIIONCPOLES/TOll[M. GROUND WIRE ~ ANO UNS~"m: ~Ar>iti!DY•~ ..A"li&T C. ~~ ~ ~mff" K ltSl ANO t.£AST IIISILIPfflll'. ROJ1111C r,
!IUPPClll'I Al ~ I n. O.C.GROUND BAR INSTALLATION DETAIL NTS PROTECTION DETAIL 0. S'IIIUC'IUltM. IIDll£IIS, DO NOT CUT, 0111L1.. OR 111.D /llff S111.UCUAL IIIIEaJt DUPT AS 11 E!JlalMIDIT
NTS sP£CIF'ICALLT Al'PIIOVEO 9T K DICaC£R. A. K 1M1N CIICUT 111£MEIII SHALL K RA11D F'CII STMDAIID A.1.C. IIA'IING HIIGHlll IHAN£. loWIC£U.ANEIIII SI.PPCIR'IS: PIIOVIDE: f/tMY AODl1IQIIAL ST11UC11JRM. SUPPCltT S1EB. aACICETS, INCOIINil ECIUAIENT A.LC.
~~"'=~~ AS IIIE«..MID 1D ~IUT UPatT ALL 8. ALL EQUPIIDIT SHALL K BRACED F'CIR STANDARD A.Le. RATNG IIGIHElt THAN INCCMNC FROMF. tllE HOLE STIIAPS SHALL NOT BE USED F'CIR CCM.Ul'S LAltGEll DWI 3/• ICM. U'IIUTT CO.
,. ENCLOSUIID C. K CON'IRAC'IQII !iHALL PROWlit AN IIDIZD) CZllff'ICA1ION 10 HAIIIIIIS r, ALL E~T AND REI.A'IID HAII09AIII:. SP£Cl'1ED 10 at PUIICHA!EI) ANO IISTM.l.£0 BT K CON111AC10II,A. NOIA lit ~ OIIDDl£D •na Z4 HRS a, K NOTICE 10 PROC&D.
!l IIQ.E!., !!!I.EEG ANO CPDalGS2 HOI.[ aM"RESSION LUG M, CONDUITS
.S/l"-20 HEX 80..l A. A. ALL IJND£'ROIIO.MI CONDUIT MIA'IIRIM.S ANO N$lM,.L,A'll(JN 5HM.L BE N ACCQIID.MG •JH=-~==~~~.AT:r====-==,:u:1ION r,(S1MUSS S1tEL) .NEC SECllON 341
I. r=u~~l'l".:"NOTS.:.:~~~~~AN~..A:"r:te.°'W:: 8. ALL bPOIID CONOUITS SltALL K RIGID GALVANZET> Stm.. CGNIIUIT FITIIIIGS SHAU. lE - .,,,,- .S/1" Fl.AT WASHEii OPDalGS AC CUT N L€U rl COi£ DRIJ..£D. PIICMJ[ SI.Eh[ II fillCIUGH OPt-. SIZE llllAflCRPMDI' CDd111UC1ED •1M 1.10.M1 IICHT WASHEIIS, UXXRNG ANO HD HUii !!Ml.AR _,- (S1AN.£SS STCEL) 10 Ml'IUIS CADO'IDIT HUii AS!IEIIII..T. ~ :C"=1~~ =11 ~im.:~~~~=~ .. cunwo ANO PA fClelG C. ALL COICIUIIS SHM.L BE INSTAU.£0 •JH NYLON PULL ta£S CAPABI.£ r, •YHSTMIDINC A
FORC£ rl 200 LBS. - .S/1" DT. TOD1M
LOCKWASHEJI (STAN..ESS STEEL) A. ~~ ~~.&!tM ~"'lt='IH1W7o.~ I). ALL ORS CCNIUllS 10 IE COATED •IH A llll.llASllC MIA1DUI.. BELOII ClllAD£.IIDIIIC 1D PRl:MJE: f'ca K NSTALLAllCII r, ti. 111iCD IIIIAIC. RDIOW: ANO REP\.ACE DEFEClWE
CCD-......__ .S/l"-20 HEll NUT IIDIIIC ANO - NOT CClNftRatG 10 K RECIUIDIENl'I 01 TIC CONTRACT DOC1.IIQ'l'S. (STAN.ESS STm.)
8. S'f:J~t&f ~~10~ &:-~"l&s~w:f' CUTTINO INSTAU.A'IICN NOTES
1. SEL£C1 BCLT LENG1M 10 PR0'10f: A....,.. OF TWO EIPOSED THREADS. Z. IIIUINISff IO.INTING SUllf'ACE 10 Ft£MIM: PAINT IN K AREA r, LUG CONTACT. l. APPLY NON-OJOOANT COlill'QJNO 10 MIA11NG SL.tRf'ACE rl UJG AND IFt Cl.£AN
EIIC£SS COMIPOUNO. ----COPPER CLAD STEEL
GROUND RQO, SIZED AS AECJ,IIIIIEO
GROUNDING LEAD CONNECTION DETAIL GROUND ROD TEST WELL DETAIL NTS Nl'S
FORT WHITE ADDITION 1•CNIIEIIAVl,Ml'E•IGCA u;FL, IMl7-111Z 4-D023 F PIIOIIE: 1J 114-1111
FIi: 11 tl4-Mll 221 ..CfFtRSIJN RIIXiE PICVY. CR 238 LTNCHIUG, VA 24501 fORT WHITE, fL 32038
(434)-455-6605 -.,. IY: B
COLUMBIA COUNTY BOARD OF ADJUSTMENT MEETING
COUNTY EXTENSION OFFICE 164 SOUTHWEST MARY ETHEL LANE
LAKE CITY, FLORIDA MARCH 24, 2011
UNADOPTED MINUTES
Board Members in Attendance: Others in Attendance:
Robert Jordan, Vice-chairman Brian Kepner, Secretary to the Board Teena Ruffo Marlin Feagle, County Attorney Jock Phelps
The meeting opened at 7:21 P.M.
PUBLI HEARING:
Jordan: Sorry for the delay, I was in depositions in Gainesville that were supposed to be over at three. I got here just as soon as I could.
SE 0514
Jerry Muldowney: I represent the engineering/surveying firm that will be representing the City of Lake City and
Towercom for the placement of a wireless telecommunications tower at the airport. The consultant is a RF expert and it is not his job to determine structural needs. Reports show that the existing tower will not support the additional antenna. Quite a bit of time and effort has gone into selecting this site. It started with first obtaining a lease with the City of Lake City and then getting a variance from the airport board of adjustment for the height of the tower .
. The FAA will allow the height to be 1 SO feet which will allow for additional carriers. With the expansion of the airport and the proposed new inland port the proposed I SO feet height will meet the needs of A&T, the County and the future needs of the surrounding area.
Jordan: The County consultant is saying that another tower located approximately 800 yards away that will meet the needs of the applicant. Would the placement of this tower significantly reduce the red and yellow areas indicated on the propagation maps provided with the application?
Muldowney: I would say yes it does. AT&T could get coverage but not the most desired covered as designed by the system.
Jordan: The existing tower will not hold the extra weight?
Dave Boeff: I am the chief executive officer ofTowercom LLC. We have spent considerable time and
effort in choosing this site. We have carefully researched the need for a tower in this area. The existing tower owned by T-Mobile has a maximum height of 133 feet with three carriers. We have checked with the engineering firm that actually designed the tower and the structural analysis shows that it will fail with additional antenna needed in order to meet AT&T needs. We have checked with the FAA and they will not approve the increase in the height needed to
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get the range required for the AT&T equipment. With the future inland port, potential increase in airport activity and a design that allows for 5 carriers, this tower would allow for the best communications for those traveling, living and working in the area.
Jordan: How is the 150 feet arrived at?
Boeff: They look at several different factors not just those traveling. They look at the ability for penetration into building in order to help serve those wireless AT&T customers. They also look at future needs.
Jordan: There is justification that the existing tower at 133 feet will work. Is there space at that tower at a lower level?
Boeff: Yes, but it won't support it structurally with the number of antenna needed to meet carrying capacity.
Jordan: Are there many places that the FAA would allow a tower to be placed?
Tom Sawyer: No, very limited. Shows the board an aerial photograph showing the limited areas. The
airport is trying to be self-sustaining and this tower would help the airport maintain that self-sustaining ability.
Jordan: If the height of the tower was reduced, how much would the red area on the map shrink?
Muldowney: It would shrink, but I do not know how much.
Boeff: The 150 feet height will help provide for the future needs of the area with 4 additional carries being allowed on the tower.
Jordan: Is there anyone who wishes to speak for or against?
Arthur Peters: I am the consultant hired by the County to review telecommunication tower applications.
Sometimes there are conflicts between what the tower builders want to do, what carriers want to do and what the County wants to do. Some of what they have presented here tonight is speculative and some fact. There is an existing tower approximately 800 meters away that would serve the needs of AT&T.
Jordan: What type of loss in coverage wou Id there be if they were to locate on the existing tower? How much smaller would the red and yellow coverage areas on the propagation maps be with that location?
Peters: There would not be a significant loss of coverage and with the scale of the maps, the reduction in height would be difficult to detennine on those maps. With the announced merger of AT&T and T-Mobile, T-Mobile could potentially remove their tower and place it on the AT&T tower.
Ruffo: You are proposing that T-Mobile could be placed on the new tower?
Peters: Yes.
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Boeff: The merger between the AT&T and T-Mobile is far from being complete and there is no regulatory approval of the merger yet. T-Mobile does own the tower and I have offered to place their equipment on the new tower and they politely declined.
Ruffo: Why is that?
Boeff: There are several reason but mostly control and lose of income.
Peters: With the towers so close together, I recommend that this application not be approved.
Jordan: Is there anyone else wishing to speak. Not seeing anyone else, close the public hearing.
Ruffo: Seems to be that with the new terminal and inland port that this is reasonable.
Jordan: The idea is not to have towers all over the place like billboards use to be. This is in an industrial area and they do have justification with structural limitations.
Ruffo: Motion to approve with the addition ofthe city being able to place equipment on the tower at no charge that is agreeable to between the city and the builder.
Phelps: 2nd the motion.
MOTION APPROVED UNANIMOUSLY
STAFF MATIERS:
Jordan: Motion to approve minutes.
Phelps: Motion to approve minutes per recording of the tapes.
Ruffo: Second motion.
MOTION APPROVED UNANIMOUSLY
Meeting Adjourned
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COLUMBIA COUNTY PLANNING AND ZONING BOARD MEETING
SCHOOL BOARD ADMlNISTRATIVE COMPLEX 372 WEST DUVAL STREET, LAKE CITY, FLORIDA
APRIL 28, 2011 7:15 P.M. AGENDA
NO ITEMS FOR CONSIDERATION
