FLS1999-10-67
FLS 1999-1 0-67
260 1 Enterprise Rd
GTE Wireless Shelter
:..EGAL DrSCRIPTIO/V' Subject Parcel
A porcel a~ /ond:vi/79 In the'vortnwl'!st '," d :,,' ,)~ctl()'" J;' "OW'lsh/D
28 South, Ron9~ '6 Eost, Pmel/as Cou'tv /-)ond,;, ,1f',7 :)einq 7?O"e
portlculorly descrtbed os follows'
Commence at the pomt Of in(t!'rsection ,'J (tIt' .';OJtl7 n':l~t uf w(};
lInt!' of Enterprise Rood and the West bOiJ'N10ry oj' (,~e 'vort'7west '/4
of sOld Section 32, thence C'n the West bOI,mdol'y th~reol' South :yr
00 '00 N West, a distance of 430.31 feet f,'?en,:e Cle~t1rtln-;.' sme West
boundary, /Vorth 90'00 '00" East, a (!t:"tonce 0/ ," J 74 'eet, to t~e
POINT OF BEGINMNG; thence North ,'f"':> , " f" 1:0."<(, 0 ulsf,ncf' , '
40.00 feet; thence South 58'08'49" lost, J dIstance c.'f 41; fie 'ee(
thenc(!! Sout;, 3"51'11" West, a dlstonce 01 40 ('0 ,,~(!OC .^I-7f'!,W""V~'+"
58'08 '49 U West, a distance of 40 00 f~er, tc"l?e ~)O"v 1 .',
BEGINNING
The above descnb~d oarcel COI/toms 16000 '<;.:/I./,7re f.~et,..,.,:Yt; ,',"
less
'OGETliER WITH on easement for /'r)qress and eqress D:.Jroc'S~'> 0,,""1 ,J'::'
across thf! followinq descrtbed ,Darcel
A parcel of land Iyinq in the Northwest 1/4 of 'SectIon J;: 'OWr:Yij)
28 South, Ronqe '6 East, Hlllsborol/qh COb17ty, nor/do. tJl7d b,-/'u}
more porticularly descnbef7 os ~o/Iows:
Gommence ot the point of intersection o~ the South rtqht of O+Oy
line of Enterprise Rood and the West bOl/ndary of the lvortlJwest '/-1
of SOld Section 32,' thence on the West boundory thereof. South 00'
00'00" West, a dlstonce of 430.3/ feet; thence deportinq saId West
boundory, 90'00'00" Eost, 0 distonce of "374 feet; thence Vorth
31'51 'f! '" Eost, 0 distonce of 3/.07 feet, to the POIIVT OF
BEGINNING; thence North 00'00'00 '" Fost, 0 distonce of f 23. 05 feet.
thence SOl/th 90'00'OO"Eost, 0 distance of 92.92 If]et more or less
to the West edqe of on existing dnve; thence on the west edqe o~
soid dove, SOl/th 00'00 '00" West, 0 distance of 20. 00 feet, thence
deportinq SOld drive North 90'00 '00" West, 0 distonce of 7292 ft'!et
more or less; thence South 00'00'00" WtJst, 0 distance of 104,9,7
feet; thtJnce North 58'08 '.(.9" West, 0 distonce of ! 800 feet, thence
South 31'51" f" West, 0 distonce of 893 feet, te the POINT or
BEGINNING,
The obove descnbed eosement contains J. 858 square feet, '7Jore 01
less.
NOTES
1. EXISTING SITE ZONING IS P /SP PER PINELLAS COUNTY,
2, TEMPORAiiiifJlY POWER (100 ) WILL BE REQUIRED WITHIN 5 D.A is OF DELIVERY
OF THE
3, THERE W1[ ASTE GENERA TED AT THIS FACILITY
4. NO WATER OR SEWER IS REQUIRED,
5, STATE OF FLORIDA APPROVED SHELTER IS CLASSIFIED AS USE GROUP
S, TYPE IV, 1991 SBC AND IS IN COMPLIANCE WITH 1991 STATE MECHANICAL
CODE AND 1990 NEC. THIS SHELTER COMPLIES WITH ALL S1 A TE OF FLORIDA AND
LOCAL CODES.
6 MODULAR SHELTER PROVIDED WITH 4 POINT PICK-UP, ESTIMATED WEIGH1 OF
UNR-ROHN MODULAR SHELTER AND CONTENTS IS 72,000 LBS. VERIFY WITH OWNER
PRIOR TO RIGGING AND LIFTING. DELIVERY AND OFF -LOADING MUST BE COORDINATED
BY CONTRACTOR.
7 PROPOSED USE OF 280,08 SQ, FT, MODULAR SHELTER IS FOR HOUSING OF ELECTRONIC
TELEPHONE SWITCHING EQUIPMENT, THE SHELTER WILL BE UNOCCUPtED EXCEPT DURING
ROUTINE MAINTENANCE AND MONITORING.
8. GTE WILL CO-LOCATE ON AN EXISTING 148' FLORIDA POWER TRANSMISSION TOWER W!TH
ANTENNAE MOUNTED AT APPROXIMATE 148'
g. THIS PARrEL IS LOCATED IN FLOOD ZONE "X" Ac::.. PER THE FLOOD INSURANCE MAP OF
HILLSBO' GH COUNTY. FLORIDA, COMMUNITY r EL NUMBER 125096-0005 D, D.ATED
08-19-91.
10. ANY DISTURBED AREAS TO BE SODDED WITH ARGENTINE BAHIA GRASS (95% WEED FREE)
INSTALL WITH TIGHT JOINTS, ROlLED, AND FERTILIZED,
11. CONTRACTOR TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES AND/
OR SILT ~EENS) DURING CONSTRUCTION TO 'VENT SILTATION OF ADJACEN1 PROPERTY,
STREETS. AND WA TERWA YS. (SEE DETAIL NO, .3 .dlS SHEET)
12, ALL TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PREPARED BY GEORGE F, YOUNG, INC.
DATED 8-27-99. ELEVATIONS AS SHOWN ARE BASED ON ASSUMED N.G.V.D. - 29 DATUM
REFERENCE BENCHMARK .0" 0 BACK OF CURB 0 NW. CORNER OF MASONRY OFFICE BUILDING
73' EAST OF ENTRANCE ROAD TO CYPRESS POINT :i: SOUTH OF N.W, ENTRANCE. ELEVATION PAl',. 'EO
ON BOX CUT"" 91,072 FEET AND IS ASSUMED FOR THIS SURVEY TO BE BASED ON N.GVD. -- :'g [lA TU~
13. THERE ARE NO TREES PRESENT WITHIN THE PROJECT AREA BOUNDARY LINES
14. ALL PROPOSED LANDSCAPE (FLORIDA #1) WILL BE PROVIDED WITH 1001.; AU TOMA TIC IRRIGA TION <:' "STEM
15, ELECTRIC SERVICE TO BE PROVIDED BY FLORIDA POWER CORP,
16. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED
WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER. ANY DEVIATIONS MAY RESULT
IN DELAYS IN OBTAINING A CERTIFICATE OF OCCUPANCY
1 7. SITE ADDRESS: ENTERPRISE ROAD EAST
CLEARWATER. FLORIDA
GENERAL LEGEND
ENTERPRISE ROAD EAST
F,CIII.
F./.P,
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FP.K
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- Found Con~te lIIonumlll1t
- Found Iron ~
- Found Irot'I Roo
- Found Parlr.er Kaon Nol
- Set 1/2" IflNI Rod (LB 1(21)
- Set Pf1rlc.. Kalan Noi (LB 1021)
No khntmctJtion ~ fount1
- No comer fourn1 or Ht
ItJtn_ Corn. (UJ/021)
vtllfy Pae
Ught Pole
B<<tr1c Lile
T _t/Phan. LiI.
CabI. T ..vt.Jon lile
- Guy...... Anchor
Wat.- Line
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Record D""-mn
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TOWER DET~,IL (LOOKiNG SOUTHWEST)
NOT TO SCALE
F'<OPOSED ONE STORY
",1 iDULAR EQUIPMENT SHELTER
: 1,67' X 24.0' )( 11.O'H)
r,~~ FL ELEV = 90,0'
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PROPOSED 24" VIBURNUM
HEDGE 3' O,C., WITH 100%
AUTOMATIC IRRIGATION COVEPAGE
(SEE NOTE 14)
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PROPOSED 4 ~ 4 ( 2 \
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FABRIC SEDIMENT CONTROL DETAIL
ALL SEDIMENT CONTROL BARRIERS SHALl BE IN
ACC()R[)ANCE WnH APPUCA8lE ENVIRONMENTAL
REGULAllONS AND CONDfTIONS OF PERMrrs
ED
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SEE ENLARGED
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NOTE: THE CONTRACTOR SHAll t.WNTAIN
SILT BARRIERS THROUGHOUT nME
OF CONSTRUCTION ACTMTY.
1")( 2")( 4' STAKES
(WIN, 2 PER ~
HAY BALE SILTATION
BARRIER DETAIL
.
SEDIMENT CONTROL DETAILS
srAU: : N.T.S.
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CENTER POLE(S)
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MIN, 3000 pSI STRENGTH
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VARIES
o
WAVEGUIDE BRIDGE DETAIL
SCALE : N.T.S.
UNEDAfA
A "" N .11'51'11" E., 4-0.00'
B = S. 58'08'49" E, 40.00'
C :::: S. 31'51'11" W, 40.00'
D .. N. 58'08'49" w., 40,00'
E .. N, 31'51'11" E, .1',07'
4'-0"
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1 115 REBAR
TYPICA,L CONCRETE STOOP DE:TAll_
SCALE : N.T.S.
POST
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SILT STOP
lCIYmIOlf: 10-22-i8 ADO IGGE " ~11ON
CADD DI'G: tI1-88C1.DfG
or - 3-88
I k217804 U.S. HWY. 301 S.
RlVIIMD, "' 33689-4351
(813) 877-0'706
ENGINEERING, INC.
civil · environmental consultants
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METHOD OF INSlA.LLA TION
~ TIVE SOIL
ENTERPRISE
~~:~~:'~~:CELL SITE
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