HomeMy WebLinkAbout2000 Antenna Installation Drawings1
7777 GLADES ROAD
BOCA RATON, FL 33434
PHONE: (561) 218-1243
SITE DATA
NAME: VERO 6
FOLIO #: 30-6029-000-0180
ADDRESS: 1201 MAIN STREET
SEBASTIAN, FL 32958
ZONING JURISDICTION: CIS( OF SEBASTIAN',
CONTACTS
PROPERTY OWNER
CITY OF SEBA S TIA N
1225 MAIN STREET
SEBA S TIA N, FL 32958
PHONE.- (567) 388-8203
SITE ACQUISITION
CROWN CASTLE
LESLIE L IESENFEL T
(567) 218-1243
SITE CONCEPTS
DA VE HERRING
(561) 762-0333
KIMLEY-HORN AND ASSOCIATES INC.
JOHNNY L YN CH
4431 EDRIVE
WE -S T PA L M BEI CH, FL 3L34 0 7
(56 1) X345- 0665
This document, together with the concepts and designs presented herein, as an
44290018 °9 ed only for the specific purpose and client for
T-1.DWG instrumen# of service, is inter�of and improper reliance on this document
08-29-00 which it was prepared. Reuse nd adaptation by Kimley—Horn and Associates,
without written authorization Kimley—Horn and Associates. Inc.
1 Inc. shall be without Ilabllty t
INSPECTIONS DEPARTMENT
CITY OF SEBA 5 TIA N
7225 MA IN S TREE T
SEBASTIAN, FL 32958
PHONE: (567) 388-8203
POWER COMPANY
FLORIDA POWER & LIGHT CO.
TELEPHONE COMPANY
BEL L 50 U TH
SHEET No.
1
OF
6
2
OF
6
3
OF
6
4
OF
6
5
OF
6
6
OF
6
SITE
c� fie,
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Ica
VICINITY MAP
G
Valencia St
Pinea le St
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Kin St �Q
Q,
wamondin St t
NOT TO SCALE
PROJECT DESCRIP TION
THE PROJECT CONSISTS OF THE INSTALLATION OF A COMMUNICATIONS TOWER AND
A BELLSOUTH MOBILITY EQUIPMENT SHELTER FOR CELLULAR COMMUNICATION PURPOSES.
THE TOWER IS SUPPORTED BY A CONCRETE FOUNDATION
NAD 27 LATITUDE: 27'49'06.28"
NAD 27 LONGITUDE: 80'28'27.38"
NAD 83 LATITUDE: 27'49'07.37"
NAD 83 LONGITUDE: 80'28'26.57"
t
NGVD (1929) GROUND ELEVATION (NGVD) 24.9'
FAA TBD
INDEX OF DRAWINGS
T- I co VER sHE� r
SITE SUR I/EY
C-1 0VERA LL S1 TE PLAN/TO
WER EL EVA TION
C,'-2 SITE PLAN ENLARGEMEN
T -
U -j SHELTER & WA I/EGUIDE DETAILS
LA- 7 LANDSCAPE PLAN
CM
ZONING APPROVAL PLAN
NOT FOR CONSTRUCTION
ftley-Horn and Associates, Inc.
CO 2000 KIMLEY—HORN AND ASSOCIATES, INC.
4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407
PHONE: (561) 845 0665
REGISTRATION
NUMBERS
KIMLEY HORN & ASSOCS.,
INC. E80000696
DAVID STEWART
PE
31180
CHARLES GEER
PE
31435
KIRK DROST
PE
51910
RUSSELL MORRISON
PE
51567
ANGELINA G. FAIRCHILD
PE
43958
SETH SCHMID
PE
54640
SEAL
REVISIONS
N0. DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
ANTENNA INSTALLATION
CROWN VERO 6
SITE NUMBER
SCALE: AS SHOWN
DESIGNED BY: JL
DRAWN BY: JD Or
APPROVED BY: RCM OP
DATE: AUGUST 2000
KHA PROJECT NUMBER .
044290016
DRAWING NUMBER
T-1
SHEET TITLE
COVER
SHEET NUMBER
1 6
OF
PARENT TRACT LEGAL DESCRIPTION: 3) BENCHMARK USED: THE BENCHMARKUSED ISA NATIONAL GEOCETIC SURVEY BENCH MARKDISKSTAMPED F 2001960AND 13 LOCATED
LEGEND: TRACT "B", REPLAT OF SCHOOL PARK SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 29 PUBLIC AS FOLLOWS:
RECORDS OF INDIAN RIVER COUNTY, FLORIDA 0.:6 MI. SOUTH FROM SEBASTIAN, 0.6 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE STATION AT SEBASTIAN,
Intracoastal P.O.B. - DENOTES POINT OF BEGINNING SUBJECT TO RESTRICTIONS, RIGHTS -OF-WAY AND EASEMENTS OF RECORD ABOUT 0.1 MILES SOUTH OF MILEPOST NO. 215, IN SECTION 6, H 39E., T 31 S., 90 FEET WEST OF THE CENTER OF THE CROSSING OF
P.O.C. - DENOTES POINT OF COMMENCEMENT STATE HIGHWAY 512ANDTHEWEST TRACK, 24'/FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE CENTER
-Waterway - I. R. C. R. DENOTES INDIAN RIVER COUNTY RECORDS LINE OF A BLACK TOP ROAD, VU I
SET IN THE TOP OF THE SOUTHEAST CORNER OF ABANDONED CONCRETE BASE TCH FORMERLY
CONTAINING 361,311 FEET OR 8.2946, MORE OR LESS.
P.S.M: - DENOTES PROFESSIONAL SURVEY &MAPPER. SUPPORTED A MONUMENT, 0.5 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE BASE, ABOUT LEVEL WITH THE ROAD AND
P.R.M. - DENOTES PERMANENT REFERENCE MONUMENT CROWN CASTLE INTERNATIONAL LEASE SITE LEGAL DESCRIPTION: THE H IGHWAYAND ABOUT 2 FEET BELOWTHE LEVEL OF THE TRACT. NOTE- THE RAILROAD STATIONNOLONGER EXISTS. 95FEET Wt=ST
(TYP.) - DENOTES TYPICAL
OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 512 AND THE WEST TRACT. ELEVATION PUBLISHED BY THE NATIONAL
CONC. - DENOTES CONCRETE A PARCEL OF LAND BEINGA PORTION 01= TRACT "B" REPLAT OF SCHOOL PARK SUBDIVISION, AS RECORDED IN PLAT BOOK2, PAGE 29 OF THE GEODETIC SURVEY IS ELEVATION 19.72.
P. B. - DENOTES PLAT BOOK PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
4) - THIS SKETCH REPRESENTS A BOUNDARY SURVEY OF THE CROWN CASTLE INTERNATIONAL LEASE SITE ONLY.
PG. - DENOTES PAGE
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT "B"; THENCE SOUTH 89°42'28" WEST, ALONG THE NORTH LINE OF SAID PARENT TRACT,
OHL - DENOTES OVERHEAD UTILITY LINES A DISTANCE OF 36.62 FEET; THENCE SOUTH 00°17'32" EAST, A DISTANCE OF 10.00 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING 5 ABOVE GROUND IMPROVEMENTS WERE LOCATED ONLYASSPECIFIED BYCROWN CASTLE INTERNATIONAL AND SUBCONTRACTORS.
i - DENOTES CENTERLINE DESCRIBED LEASE SITE: 6) BEARINGS SHOWN HEREONAREBASED ONAGRID BEARING OFNORTH 24°13'29" WEST BETWEEN INDIAN RIVER COUNTY GPS CONTROL
+20 - DENOTES SPOT ELEVATION POINTS GPS 26 AND GPS 150. THE GRID BEARING NOTED ABOVE IS BASED UPON STATE PLANE COORDINATES, NORTH AMERICAN
1 THENCE SOUTH 00'25'19"EAST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 89°42'28" WEST, A DISTANCEOF 50.00 FEET; THENCE NORTH 00°25'19" DATUM OF 1983 (1990ADJUSTMENT), FLORIDAEAST ZONE,TRANSVERSEMERCATOR PROJECTION AS PROVIDED BYTHE INDIAN RIVER
WEST, A DISTANCE OF 50.00 FEET; THENCE NORTH 89°42'28" EAST, A DISTANCE OF 50.00 FEET, TO THE POINT OF BEGINNING. COUNTY SURVEY DEPARTMENT.
CONTAINING 2,500 SQUARE FEET OR 0.05739 ACRES, MORE OR LESS.
AI - 7) THE SURVEY INFORMATION FO^ THE PARENT TRACT, AS SHOWN HEREON, IS BASED UPON A SURVEY BY JAMES E. NEUHAUS, INC.,
FLOOD ZONE DATA. PROJECT NO. 472-02-002. DATED APRIL2,1987. NOTE: BEARINGS FROM SAID SURVEYARE BASED UPONAN ASSUMED DATUMAND ARE
P METTO A ROTATED 00°15'00" CLOCKWISE FROM THE GRID BEARINGS SHOWN HEREON.
PCROWN CASTLE INTERNATIONAL ACCESS EASEMENT LEGAL DESCRIPTION: BEARING EQUATION EAST (ASSUMED BEARING JAMES E. NEUHAUSE, INC.)
A MER D FLOOD ZONE X
MAP NUMBER 1206100076 E A 20 FOOT WIDE STRIP OF LAND FOR ACCESS EASEMENT PURPOSES, SAID STRIP BEING A PORTION OF TRACT "B", REPLAT OF SCHOOL PARK NORTH 89°45'00" EAST (GRID BEARING - W. L. FISH &COMPANY, INC.)
FOSTER RD
--EkRD__ __ COMMUNITY. N0. 120123 SUBDIVISION, AS RECORDED IN PLAT BOOK 2, PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND BEING MORE
PANEL NO. 0076 PARTICULARLY DESCRIBED AS FOLLOWS:
CERTIFICATION:
SUFFIX E
COMMENCE AT THE NORTHEAST CORNER (POINT OF BEGINNING) OF THE ABOVE DESCRIBED CROWN CASTLE INTERNATIONAL LEASE SITE; I HEREBY E
-�, �' �' DATE OF FIRM MAY. 4, 198989'42'29'W-=ST,CERTIFY THAT THE BOUNDARYAND TOPOGRAPHIC SURVEY SHOWY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR
THENCE SOUTH 00°25'19" EAST, ALONG THE EAST LINE OF SAID LEASE SITE, A DISTANCE OF 50.00 FEET; THENCE SOUTH ALONG SURVEYINGIN TH STATE OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER
-7 THE SOUTH LINE OF SAID LEASE SITE, A DISTANCE OF 50.00 FEET, TO THE SOUTHWEST CORNER OF SAID LEASE SITE AND THE POINT OF 61G17, FLORIDA MINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
BEGINNING OF THE FOLLOWING DESCRIBED ACCESS EASEMENT:
THENCE NORTH 89°42'28" EAST, TO A POINT ON THE EAST LINE OF SAID TRACT"B", A DISTANCE OF 85.55 FEET, THENCE SOUTH 00°37'23" WEST, W. L. FISH & MPANY, INC.
/�-"2C" C 0 O R D I NATE DATA: NORTH 00.1ALONG DEAST LINE OF T37' WEST, A DISTANCE OF 0.00 FDISTANCE OF 20.00 FEET; THENCE ET, TO THE POINT OF SOUTH 89'42'28" WEST, A DISTANCE OF 85.23 FEET,
_ NAD 1927 VALUE
27'49'06.28" NORTH NOTES: B W R FI
=
LATITUDEPROFE ZONAL VEYOR AND MAPPER
LONGITUDE 80'28'27.38" WEST FLORIDA STATE G. NO. 3238
1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
NAD 1983 VALUE 2) NO ABSTRACT OF THE PUBLIC RECORDS FOR EASEMENTS OR RIGHTS -OF --WAY WAS PROVIDED TO OR CONDUCTED BY THIS OFFICE. DATE OF LAST FIELDWORK: JUNE 7, 2000
LATITUDE = 27'49'07.37" NORTH
LONGITUDE = 80'28'26.57" WEST
GROUND ELEVATION = 24.9 N.G,V.D. '29
P.O.C. CROWN CASTLE
INTERNATIONAL LEASE SITE P.O.B. CROWN CASTLE
INTERNATIONAL LEASE SITE P.O.C. CROWN CASTLE
N.E. CORNER TRACT "B" INTERNATIONAL LEASE SITE
& P.O.C. CROWN CASTLE N.E. CORNER PARENT TRACT
FOUND IRON ROD & INTERNATIONAL ACCESS EASEMENT
CAP, 0.15'E. & 0.27'S. N.E. CORNER LEASE SITE
FOUND P.R.M. FOUND P.R.M. 2.94'W.
2.94'W. FOUND IRON ROD &
FOUND !RON ROD FOUND CONC. S.00°17'32"E. 10.00' N.89.42'28"E. 417.22' CAP, 0.15'E. & 0.27'S.
5.07'W. & .93'N. MONUMENT, 0.11'S. S.89.42'28"W. 417.22' .62 I 36.62'
7T, I
P.O.B. CROWN CASTLE a +o�
FOUND 1.5" IRON PIPE ® r
2.99'W. & 0. ?'Q. INTERNATIONAL LEASE SITE o „
g N.89 42 28 E. 50.00 ! +� +`�
& P.O.C. CROWN CASTLE ^ w +� �� --� 5.00'17'32"fib 10.00'
INTERNATIONAL ACCESS `�� SET IRON ROD & CAP, +
EASEMENT �� ai P.S.M. NO. 3238 (TYP.)
dam°P N O B CROWN CASTLE
LOCATION MAP
0 15 30 60 120
GRAPHIC SCALE
N
20' WIDE ACCESS
ASPHALT
`}
N,
CO
22.09
SOUTHWEST CORNER OF LEASE SITE
INTERNATIONAL ACCESS
I
N �o
CONC. TOWER
w+
EASEMENT °'ul
PAVE\1ENT
BASE (TYP.)
r,
�� ��� - +`- - -
N.89°42'28'`E. 85.55' -
�°`
TOWER ON TRAILER (COW zj
EASEMENTCORNER
A
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TRACT „B„
CROWN CASTLE N
SO
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LEASE SITE DETAI,
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.'
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Al
bO
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O
?
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W
u0 x,13. I2, FCS. 120
(n
WOOD UTILITY �o
Z
-{-
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POLE (TYP.) I y
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��
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inLID
N
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PHONE BOX
O
S. 89'43' 16"W. 439.20' 0
p o
FOUND RAIL ROAD Zvi
SPIKE, 1.15'E. &
0 96'N P.O.C. CROWN CASTLE I
N . 89'45' 00"E. 834.50'
MAIN STREET
(80' RIGHT-OF-WAY)
GOVERNMENT LOT 3
ARENT TRACT DETAIL
SCALE: 1"= 60'
I
�l
0)I
N.89042'00"E.
INTERNATIONAL ACCESS EASEMENT
`}
N,
CO
22.09
SOUTHWEST CORNER OF LEASE SITE
N �o
CONC. TOWER
w+
S.89"42'28"W. 50.00'
L0
N
BASE (TYP.)
r,
�� ��� - +`- - -
N.89°42'28'`E. 85.55' -
�°`
TOWER ON TRAILER (COW zj
p��
op
+` �1;
r7
TRACT „B„
REPLAT OF SCHOOL PARK SUBDIVISION
�
03-1 20' WIDE ACCESS EASEMENT
V! 0 2 5 10 20
LEASE SITE DETAI,
P.B. 2, PG. 29 (I.R.C.R.) EXISTING SELF-SUPPORT
-
o
TOWER
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P4 1 1-31 2
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� _ _S.89°42'28"W. 85.23'- � �- - -
Al
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u0 x,13. I2, FCS. 120
A,
�°`+
FOUND CO� C.
P
F MONUMENT
N . 89'45' 00"E. 834.50'
MAIN STREET
(80' RIGHT-OF-WAY)
GOVERNMENT LOT 3
ARENT TRACT DETAIL
SCALE: 1"= 60'
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DRAWN:
M. LA TOUR
CHECKED:
W. L. FISH
DATE:
6/7/2000
JOB NO.
2000-146
SHEET NO.
1 OF 1
I llllilir ll Film CIA ETTllil(RI j, EL. 170' ACL
TOWER ELEVATION NS. 2
her with the concepts and designs presented herein, as an
44290016 This document, toget, is intended only for the specific purpose and client for
C-1 DWG instrument of serviced. Reuse of and improper reliance on this document
08-29-00 which it was prepare,rization and adaptation by Kimsey—Horn and Associates,
without written outh(liability to Kimley—Horn and Associates, Inc.
10 Inc. shall be without
0
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z
N.89°42'28"E. 417.22'
--------------------------
PROPOSED 10'x20'
PARKING AREA
(D
N.89`42'28"E. 85.55'
20 WIDE ACCESS ASEMENT
1
1
I
I
1
I
N
N
O
O
Z
PROPOSED ROUTE OF
UNDERGROUND ELEC/TELCO
SVC. (122'±)
EXISTING
WOOD U TI LI TY
POLE (TYP.)
EXISTING OVERHEAD
ELEC/TELCO SVC.
OVERALL SITE PLAN
GENERAL NOTES
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE STANDARDS
OF THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND MEET
NOTIFY THE PROPERTY OWNER, CROWN PROJECT MANAGER AND THE
ARCHITECT/ENGINEER OF RECORD WELL IN ADVANCE AS TO WHEN CONSTRUCTION
WILL COMMENCE.
COORDINATE THE LOCATION OF THE CONSTRUCTION STAGING AREA WITH THE
PROPERTY OWNER BUILDING MANAGER AND THE ARCHITECT/ENGINEER OF
RECORD WELL IN ADVANCE OF THE CONSTRUCTION START DATE.
PROTECT THE EXISTING FACILITIES AT ALL TIME: THE CONTRACTOR IS RESPONSIBLE
FOR REPAIRING ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS.
CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES BY
CALLING 1-800-432-4770 SUNSHINE STATE AT LEAST 48 HOURS PRIOR TO
COMMENCING WITH THE WORK.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS
AND NOTIFY THE ARCHITECT/ENGINEER OF RECORD OF ANY DESCREPANCIES.
THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A
DAILY BASIS.
THE EQUIPMENT LOCATIONS SHOWN SHALL NOT VARY WITHOUT THE REVIEW/APPROVAL
OF THE ARCHITECT/ENGINEER OF RECORD,
MAINTAIN A MINIMUM OF 3' WORKING CLEARANCE IN FRONT OF ALL ELECTRICAL
EQUIPMENT:
0.5' LAYER OF #57 STONE GRAVEL TO BE
INSTALLED OVER SUB GRADE FILL
TO MATCH EXISTING
COMPOUND GRADE AND SLOPE.
NOTE: CONTRACTOR WILL PROVIDE SUFFICIENT SUBGRADE
FILL MATERIAL COMPACTED TO MIN. OF 98% A ASHTO T-180
TO BRING FINISHED COMPOUND AND ROAD TO DESIGN ELEVATIONS.
� CROWN
CASTLE
ire uINiEANAtIONAIi
Kimley-Horn and Associates, Inc.
@C 2000 KIMLEY-HORN AND ASSOCIATES, INC.
4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407
PHONE: (561) 845 0665
1 SECTION 4.1.1.(5XB), THIS FACILITY IS EXEMPT FROM THAT ACT.
THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMT. FROM
THE FLORIDA ENERGY REVIEW CODE.
NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
NO PARKING FACILITIES WILL BE PROVIDED WITHIN THE LEASE SITE.
ZQ,
Q�
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N
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t�
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to
TO EXISTING WPP W/OVERHEAD TX
\1� POLE # 49303873302
TO EXISTING TELCO DEMARC # F 1,300
SCALE: 1"=10'-O" 1
ZONING APPROVAL PLAN
NOT FOR CONSTRUCTION
SEAL
REVISIONS.
N0. DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
ANTENNA INSTALLATION
CROWN VERO 6
SITE NUMBER
SCALE: AS SHOWN
DESIGNED BY: JL
DRAWN BY: JD
APPROVED BY: RCM
DATE: AUGUST 2000
KHA PROJECT NUMBER
044290016
DRAWING NUMBER
C-1
SHEET TITLE
SITE PLAN
SHEET NUMBER
3 6
OF
NOTES
REGISTRATION NUMBERS
THIS IS AN UNMANNED RESTRICTED SITE AND WILL BE USED FOR THE TRANSMISSION
KIMLEY HORN & ASSOCS., INC. E80000696
DAVID
OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. OF
STEWART 31180
CROWN COMMUNICATIONS STATES THAT THIS FACILITY WILL BE SERVICED ONLY BY
CHARLES SEER PE 31910
CELLULAR EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE
KIRK PE 51910
PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY
LL M
RUSSELL ORRISON PE 51567
SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO CHAPTER #553, PART 5A
OF THE FLORIDA
ANGELINA G. FAIRCHILD PE 43958
STATUTES, THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS OF
THAT STATUE. PURSUANT TO THE AMERICANS WITH
SETH SCHMID PE 54640
DISABILITIES ACT (ADA),
APPENDIX B
1 SECTION 4.1.1.(5XB), THIS FACILITY IS EXEMPT FROM THAT ACT.
THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMT. FROM
THE FLORIDA ENERGY REVIEW CODE.
NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
NO PARKING FACILITIES WILL BE PROVIDED WITHIN THE LEASE SITE.
ZQ,
Q�
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cfl
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N
r7
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t�
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to
TO EXISTING WPP W/OVERHEAD TX
\1� POLE # 49303873302
TO EXISTING TELCO DEMARC # F 1,300
SCALE: 1"=10'-O" 1
ZONING APPROVAL PLAN
NOT FOR CONSTRUCTION
SEAL
REVISIONS.
N0. DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
ANTENNA INSTALLATION
CROWN VERO 6
SITE NUMBER
SCALE: AS SHOWN
DESIGNED BY: JL
DRAWN BY: JD
APPROVED BY: RCM
DATE: AUGUST 2000
KHA PROJECT NUMBER
044290016
DRAWING NUMBER
C-1
SHEET TITLE
SITE PLAN
SHEET NUMBER
3 6
OF
50.0'
PROPOSED GRAVEL
C") r-) ' , / XM\) ""�
BELLSOUTH EQUIPMENT -
SHELTER ) I x
�x I I
i
FFE 25.9' NGVD /C I ZX.
i
Q C Q / I o
a rr PROPOSED 8' HIGH
x • C °• I o I I Ld
CHAINLINK FENCE
-' LTJ LTJ w I TOPPED WITH
X BARBED WIRE
� � C
F-
X C I :Dw
1� X
�-- -- ----- ----� o PROPOSED LANDSCAPING
X I PROPOSED 170' I I
MONOPOLE \ I I ! X
\ I I
r -------1
i
3 , y
MIN
X i i 25.0'
o \ X
�w
x I I\\
UL! _ I PROPOSED ROUTE ELECTRIC X
I ry V) I AND TELCO SVC. �---
X I I z PROPOSED ELECTRICAL METER RACK
I oa I r---------------------�
x
� ��II 1 '
X I I oI I 5.0
o -7
I I i PROPOSED FUTURE LOCATION
X I I EQUIPMENT SHELTER 1
I i I I 1 I X
I I I i 1
X?-----------
1 X
L ----------- -------J 1
X Ln 01
' X
---- -----t--- -----------------------
-------
_J
1
PROPOSED 8'-0" 1
SERVICE GATE
1
20' WIDE ACCESS EASEMENT
1
I
' 1
PROPOSED 10'x20' �PROPOSED SHELLROCK DRIVE I
PARKING AREA
I
I
I
I
PROPOSED ROUTE OF
UNDERGROUND
ELEC/TELCO SVC. (122'±)
I
ENLARGED SITE PLAN
This document, together wAh the concepts and designs presented herein, as an
44290016 #ended only for the specific purpose and client for
Instrument of service, is it
cument
C-2,DWG which It was prepared. Ret --n and adaptof and ationebyrKimiey—Horneliance on h'and oAssociates,
08-29-00 without written outhorizoti y to Kimley—Horn and Associates, Inc.
5 Inc, shall be without liabil`
6 SCALE: 1"=5'-O"
ZONING APPROVAL PLAN
NOT FOR CONSTRUCTION
1
CROWN
INiEq NAiITLE
ONALJ
Kimley-Horn and Associates, Inc.
CO 2000 KIMLEY—HORN AND ASSOCIATES, INC.
4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407
PHONE: (561) 845 0665
REGISTRATION
NUMBERS
KIMLEY HORN & ASSOCS.,
INC. EB0000696
DAVID STEWART
PE
31180
CHARLES GEER
PE
31435
KIRK DROST
PE
51910
RUSSELL MORRISON
PE
51567
ANGELINA G. FAIRCHILD
PE
43958
SETH SCHMID
PE
54640
SEAL
REVISIONS
NO. I DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
ANTENNA INSTALLATION
CROWN VERO 8
SITE NUMBER
SCALE: AS SHOWN
DESIGNED BY: JL
DRAWN BY: JD
APPROVED BY: RCM
DATE: AUGUST 2000
KHA PROJECT NUMBER
044290016
DRAWING NUMBER
C-2
SHEET TITLE
SITE PLAN
ENLARGEMENT
SHEET NUMBER
4 6
OF
21.0'
.. EL. 35.9 NGVD
SEE DETAIL B
- _ 3"0 STD. PIPE
- W/ CAP (TYP)
0 0
a
SOUTH ELEVATION - BMI E
QUIPMENT SHELTER
10.0'
- EL. 35.9 NGVD
OPOSED GRADE
EAST ELEVATION - BMI EQUIPMENT SHELTER
ith the concepts and designs presented herein, as an
44290016 This document, together w,tended only for the specific purpose and client for
C-3.DWG instrument of service, is mise of and improper reliance on this document
08-29-00 which it was prepared. Re1,n and adaptation by Kimley—Horn and Associates,
1 without written outhorizatit:y to Kimsey—Horn and Associates, Inc.
Inc. shall be without liobill
EL. 24.9 NGVD
PROPOSED GRADE
N.T.S. 13
N. T. S. 4
18"
CABLE ROUTING (RISER)
z
WAVEGUIDE BRIDGE
SECTION A -A
NOTE: ALL MATERIALS FURNISHED BY
CONTRACTOR UNLESS OTHERWISE NOTED.
DIAGRAM
8' MAX. 0/C
A41
24"-12 GAUGE GRIP STRUT
WAVF(,i IIf1F Dmnt�r ci innnoT
DETAILB
2 GAUGE GRIP
WAVEGUIDE
SUPPORT OR
iVED EQUAL.
FULL THREADED ROD
23" GALVANIZED
ANGLE CABLE
SUPPORTS. S-0"
SEPERATION MAX.
WEST ELEVATION
OPOSED 1 5/8"0 COAX
MMUNICATION CABLES
)SED 170'
'OLE
THERS)
CABLES
MONOPOLE)
S HATCH
JD KIT
M1
N.T.S. 12
ZONING APPROVAL PLAN'
NOT FOR CONSTRUCTION
CROWN
CS TL E
A,1iIO N,1 W�
Kimley-Horn and Associates, Inc.
CO 2000 KIMLEY-HORN AND ASSOCIATES, INC.
4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407
PHONE: (561) 845 0665
REGISTRATION
NUMBERS
KIMLEY HORN & ASSOCS.,
INC. EB0000696
DAVID STEWART
PE
31180
CHARLES GEER
PE
31435
KIRK DROST
PE
51910
RUSSELL MORRISON
PE
51567
ANGELINA G. FAIRCHILD
PE
43958
SETH SCHMID
PE
54640
REVISIONS
N0. DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
ANTENNA INSTALLATION
CROWN VERO 6
SITE NUMBER
SCALE: AS SHOWN
DESIGNED BY: JL
DRAWN BY: JD
APPROVED BY: RCM
DATE: AUGUST 2000
KHA PROJECT NUMBER
044290016
DRAWING NUMBER
C - 3
SHEET TITLE
SHELTER AND WAVEGUIDE
DETAILS
SHEET NUMBER
5 6
OF
------------------------------
I
t
PROPOSED 10'x20'
PARKING AREA t
I
i
t
L t
ENLARGED SITE PLAN
044290016 This document, ' 09 ekes nitended only orlhe sthedspecificspurposet and client for resented herein, as on
LA-1.DWG nstrument r seared. Reuse of and improper reliance on this document
10-16-00 which it was preauthorization and adaptation by Kimley—Horn and Associates,
without written W
5 Inc. shall be witt'out liability to Kimley Horn and Associates, Inca
"'-PROPOSED SHELLROCK DRIVE
PLANT
M
SYM. QTY.
BOTANICAL NAME COMMON NAME SIZE/REMARKS
DAVID STEWART
TREES
31180
CHARLES GEER
QV 2
Quercus virginiana Live Oak 30 gal, min.,10-12' O.A., 2.5" cal.,
KIRK DROST
SHRUBS AND
GROUNDCOVERS 4.5' clear wood, 30" O.C.
RUSSELL MORRISON
'ROPOSED GRAVEL
51567
ANGELINA G. FAIRCHILD
MC 66
Chrysobclanus icaco Cocoplum 3Gal., 30"x30", 30" O.C.
SETH SCHMID
PE
'Red Tip'
MISCELLANEOUS
3" layer
Eucalyptus/Floramulch Mulch
ZONING DISTRICT;
PS
TREES
A. Trees to be
planted at a maximum distance of 35' apart
PROPOSED 8' HIGH
CHAINLINK FENCE SHRUBS
A. Shrubs_ to be
planted 30" O.C. at a height of 36".
B. Shrubs can
be different species
NOTES
PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF
QUANTITY DISCREPANCIES, THE DRAWING SHALE_ TAKE PRECEDENCE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES,
INCLUDING SOD AND MULCH.
CONTRACTOR SHALL INSURE THAT ADEQUATE WATER IS SUPPLIED IN�
NECESSARY QUANTITIES TO ALL EXISTING AND NEWLY INSTALLED PLANTINGS,
ALL LANDSCAPING SHALL BE INSTALLED ACCOFDING TO SOUND NURSERY
PROPOSED ELECT2;1kk`,'.1._ METER RACK
,
PRACTICES AND SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN "GRADES
AND STANDARDS FOR NURSERY PLANTS, FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.
COMPLETELY REMOVE ALL SYNTHETIC NON -BIODEGRADABLE ROOTBALL
WRAPPING MATERIAL PRIOR TO INSTALLATION.
NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE
OWNER OR LA. ALL PLANTING SHALL INCLUDE 3" LAYER OF FLORAMULCH.
/'IRRIGATION— 100% OF ALL PLANTS SPECIFIED ARE NATIVE TO SOUTH FLORIDA.
MANUALLY IRRIGATE FOR THE FIRST YEAR AS NEEDED.
NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM
THE LA OR OWNER. ALL LANDSCAPE AREAS SHALL BE FULLY IRRIGATED
WITH AN AUTOMATIC IRRIGATION SYATEM.
20' WIDE ACCESS EASEMENT
REGISTRATION NUMBERS
KIMLEY HORN & ASSOCS., INC. EB0000696
STEVE LEFTON LA LA -0001609
NORTH
SCALE: 1"=5-0"
ZONING APPROVAL PLM
NOT FOR CONSTRUCT0
0 %
Irlr��y ,�p, rCR
C,4 S TL�E
(—N 3 E R N A T 1 0 N�*
Kimley-Horn and Associates, Inca
CO 2000 KIMLEY—HORN AND ASSOCIATES, INC.
4431 EMBARCADERO DRIVE, WEST PALM BEACH, FL 33407
PHONE: (561) 845 0665
REGISTRATION
NUMBERS
KIMLEY HORN & ASSOCS.,
INC. EBOD00696
DAVID STEWART
PE
31180
CHARLES GEER
PE
31435
KIRK DROST
PE
51910
RUSSELL MORRISON
PE
51567
ANGELINA G. FAIRCHILD
PE
43958
SETH SCHMID
PE
54640
REVISIONS
NO. DATA DESCRIPTION
APPROVALS
PROJECT MANAGER DATE:
CROWN DATE:
PROPERTY OWNER DATE:
TOWER AND ANTENNA
INSTALLATION
CROWN VERO 6
SEBASTIAN, FL
SCALE: AS SHOWN
DESIGNED BY: MAB
DRAWN BY: MAB
APPROVED BY: SEL
DATE: OCT 2000
KHA PROJECT NUMBER
044290016
DRAWING NUMBER
EA -1
SHEET TITLE
LANDSCAPE PLAN
SHEET NUMBER
� 6
OF