HomeMy WebLinkAbout2007 - Site Plan - Security TrailerLOCATION MAP
(,WESTERN CORNER
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SECTION 29
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3 N89 50'46 "E 644.46' p
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W I I I
AIRPORT ACCESS
_ - -
' LEGAL DESCRIPTION:
II le
COMMENONG AT THE MOST WESTERLY CORNER OF
PRaaosw '•�. ' SECTION 29,TOWNSHtP 31 SOUTH, RANGE 38 EAST, IN
I wa7ER SUPPL P. 0. B.
1 THE PEENING ACCORDING TO PLATS MADE BY S.B.
jrmA
LAVE S89.5O'46"E lBO.00''CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
RCD & COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
NAK �S0 46,,E-�'��.00_ — — — — — .',: SECTION 29 AND RUN S44'21'28"E 818.81 FEET ALONG
"'•, THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
£X/SIAVG PPE ' ' .. •
`G, �S71NG MEL[ 51E4j 5R FEET ONSAID ON SAID DCENTER NENTHENCE9 W
;. . .
Q EtEY�1s7s / ..• ' ; , : S89'50'46'E 644.46 FEET; THENCE S00'09'14'E 407.00
1 PROPOSED ' �" .: O FEET; THENCE S89'50'48'E 180 FEET TO THE POINT OF
Wa£ M£7FR 4uaR AS b '+ y :. '• • . !' :�..: •• BEGINNING (P.O.B.) THENCE S00'09'14'W 80.00 FEET;
(� PROPOSM �,/. + ' ' ' +' THENCE N89'50'48'W 225.00 FEET TO A POINT LYING 50
v J DOG �`f, •'.' �'' : r.' ° _
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
aO // K£NNEZ :ad
_ PRGaPOSED " '' Q3 THENCE NOO'09'14"W 80.00 FEET; THENCE S89'5B'46'E
/9? / 7QO' ••� DRIWWAYAPPARX/MG +� if 225.00 FEET TO 1}iE P.O.B.
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S RVEYOR' S C ERTIFIC ATE
I EREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS ',SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 472.027 FLORIDA STATUTES, AND THAT THERE
ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN SHO
r.
BY: 3 j�� DATE: C- %
�OFESSAAL SURVEYOR D MAPPER
FLORIDA REGISTRATION #6427
FRED W. REPASS, P.S.M.
N89.50'46 "W 225.00'
LEGEND:
e -FOUND CONCRETE MONUMENT
-FOUND IRON ROD
O -SET 5/8' IRON ROD AND CAP
-PSM #6427
-CENTER LINE
FFE -FINISH FLOOR ELEVATION
PSM -PROFESSIONAL SURVEYOR
AND MAPPER
R/W -RIGHT-OF-WAY
PC -POINT OF CURVE
D -DELTA ANGLE
A -ARC LENGTH
-TYPICAL ELEVATION
RCD & CAP
5.
FIELD WORK COMPLETED: 02/12/07
` •
FRED W. REPP►SS
iF$ROFESSIONAL SURVEYOR & MAPPER
5805 S.E. WINDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
6.
7
1 4
SURVEY NOTES:
NOT VAUD UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS—OF—WAY, EASEMENTS OR OWNERSHIP.
LAND DESCRIPTION HEREON WAS PROVIDED BY THE
CLIENT.
ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTILITIES WITHOUT REVERIFICATION OF
PROPERTY CORNERS.
THIS SURVEY IS NOT COVERED BY PROFESSIONAL
UABIUTY INSURANCE.
BEARINGS SHOWN ARE BASED ON FIELD MEASURE
SITE PLAN
PREPARED ON THE ORDER OF:
JOE GRIFFIN
SCALE: DRAWN BY: FILE No.:
1"=30' F.W.R. 06-062SP
3
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TERN CORNER SECTION 29
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SURVEYOR'S CERTIFICATE
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G4AIN F o
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JV89 05046 "W 225.00' Y
I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 472.027 FLORIDA STATU D THAT THERE
ARE NO ABOVE GROUN Un AN SH
BY.
,/_� DATE:
FFEf�O SSIONAL US R EYV 0 D MAPPER
FLORIDA REGISTRATI 16427
FRED W. REPASS,P.S.M.
LEGEND:
IE —FOUND CONCRETE MONUMENT
* —FOUND IRON ROD
O —SET 5/8' IRON ROD AND CAP
—PSM #6427
q —CENTER UNE
FFE —FINISH FLOOR ELEVATION
PSM —PROFESSIONAL SURVEYOR
AND MAPPER
R/W —RIGHT—OF—WAY
PC —POINT OF CURVE
D —DELTA ANGLE
A —ARC LENGTH
91,11, —TYPICAL ELEVATION
J
LOCATION_ MAP
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PAR
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LEGAL DESCRIPTION:
d " COMMENCING AT THE MOST WESTERLY CORNER OF
APRONP? O.B. SECTION 29,17OWNSHIP 31 SOUTH, RANGE 38 EAST, IN
" THE FLEMING ACCORDING TO PLATS MADE BY S.B.
T 5/l� NLA�V CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
RAO COUNTYS FLORIDA. AND DESCRIBED AS FOLLCY5;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
/J SECTION 29 AND RUN S44'21'28'E 816.81 FEET ALONG
® THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
0 MfZL CENTERLINE OF ROSELAND ROAD; THENCE NO4'48'59'W
514.65 FEET ON SAID ON SAID CENTERUNE;THENCE
755'S89'50'46'E 644.46 FEET; THENCE S00'09'14'E 407.00
�. Z FEET; THENCE S89'50'46'E 180 FEET TO THE POINT OF
O Q BEGINNING (P.O.B.) THENCE SOC -CS 14-W 80.00 FEET;
ASPHALT ` sF THENCE N89'50'46'W 225.00 FEET TO A POINT LYING 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
DhwWM Y `i' CO THENCE NOO'09'14'W 80.00 FEET, THENCE S89 -56.46-E
225.00 FEET TO THE P.O.B.
o - SURVEY NOTES:
1. NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON Wc^f2E NOT ABSTRACTED
FOR RIGHTS—OF—WAY, EASEMENTS OR OWNERSHIP.
3. LAND DESCRIPTION HEREON WAS PROVIDED BY THE
im, �, CLIENT.
T vl CAP ON 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
5. THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTILITIES WITHOUT.REVERIFICATION OF
PROPERTY CORNERS.
6. THIS SURVEY IS NOT COVEREII' BY PROFESSIONAL
LIABILITY INSURANCE.
7. BEARINGS SHOWN ARE BASED ON FIELD MEASURE
FIELD WORK COMPLETED: 09/06/07
FRED W. REPASS
PROFESSIONAL SURVEYOR to MAPPER
5805 S.E. WiNDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
1 4 A
AS- BUILT
PREPARED ON THE ORDER OF:
.JOE GRIFFIN
SCALE: JDRAWN BY: FILE No.:
F.W.R. 106-062SP
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SET MAC. VA1L RQO
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BE VCWAP.K
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SURVEYOR'S CERTIFICATE
• .
G4AIN F o
UNK NA1IEMVL
a�s.
x_X .�
svaa
fEN:E
JV89 05046 "W 225.00' Y
I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 472.027 FLORIDA STATU D THAT THERE
ARE NO ABOVE GROUN Un AN SH
BY.
,/_� DATE:
FFEf�O SSIONAL US R EYV 0 D MAPPER
FLORIDA REGISTRATI 16427
FRED W. REPASS,P.S.M.
LEGEND:
IE —FOUND CONCRETE MONUMENT
* —FOUND IRON ROD
O —SET 5/8' IRON ROD AND CAP
—PSM #6427
q —CENTER UNE
FFE —FINISH FLOOR ELEVATION
PSM —PROFESSIONAL SURVEYOR
AND MAPPER
R/W —RIGHT—OF—WAY
PC —POINT OF CURVE
D —DELTA ANGLE
A —ARC LENGTH
91,11, —TYPICAL ELEVATION
J
LOCATION_ MAP
GOLFi
1 O�
m
PAR
K_ 505
\ \
F( ISF_B9STIAN \
j AIR40
OR- L
1 � GOLF COVRS j/� \ CLUB LIER
LEGAL DESCRIPTION:
d " COMMENCING AT THE MOST WESTERLY CORNER OF
APRONP? O.B. SECTION 29,17OWNSHIP 31 SOUTH, RANGE 38 EAST, IN
" THE FLEMING ACCORDING TO PLATS MADE BY S.B.
T 5/l� NLA�V CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
RAO COUNTYS FLORIDA. AND DESCRIBED AS FOLLCY5;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
/J SECTION 29 AND RUN S44'21'28'E 816.81 FEET ALONG
® THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
0 MfZL CENTERLINE OF ROSELAND ROAD; THENCE NO4'48'59'W
514.65 FEET ON SAID ON SAID CENTERUNE;THENCE
755'S89'50'46'E 644.46 FEET; THENCE S00'09'14'E 407.00
�. Z FEET; THENCE S89'50'46'E 180 FEET TO THE POINT OF
O Q BEGINNING (P.O.B.) THENCE SOC -CS 14-W 80.00 FEET;
ASPHALT ` sF THENCE N89'50'46'W 225.00 FEET TO A POINT LYING 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
DhwWM Y `i' CO THENCE NOO'09'14'W 80.00 FEET, THENCE S89 -56.46-E
225.00 FEET TO THE P.O.B.
o - SURVEY NOTES:
1. NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON Wc^f2E NOT ABSTRACTED
FOR RIGHTS—OF—WAY, EASEMENTS OR OWNERSHIP.
3. LAND DESCRIPTION HEREON WAS PROVIDED BY THE
im, �, CLIENT.
T vl CAP ON 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
5. THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTILITIES WITHOUT.REVERIFICATION OF
PROPERTY CORNERS.
6. THIS SURVEY IS NOT COVEREII' BY PROFESSIONAL
LIABILITY INSURANCE.
7. BEARINGS SHOWN ARE BASED ON FIELD MEASURE
FIELD WORK COMPLETED: 09/06/07
FRED W. REPASS
PROFESSIONAL SURVEYOR to MAPPER
5805 S.E. WiNDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
1 4 A
AS- BUILT
PREPARED ON THE ORDER OF:
.JOE GRIFFIN
SCALE: JDRAWN BY: FILE No.:
F.W.R. 106-062SP
I .,. - - _. sv I.
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L�VK .� HOWE o'
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I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 472.027 FLORIDA STATUTES, AND THAT TyERE
ARE NO ABOVE GROUNDINN•
BY. f� DATE:
PROFESSIONL YOR MAPPER
FLORIDA REGISTRATIO 427
FRED W. REPASS,,-P.S.M.
90.50'46 V 225.00'
LEGEND:
-FOUND CONCRETE MONUMENT
• -FOUND IRON ROD
O -SET 5/8" IRON ROD AND CAP
-PSM #6427
-CENTER UNE
FFE -FlNISH FLOOR ELEVATION
PSM -PROFESSIONAL SURVEYOR
AND MAPPER
R/W -RIGHT-OF-WAY
PC -POINT OF CURVE
D -DELTA ANGLE
A -ARC LENGTH
91* -TYPICAL ELEVATION
A
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ROD , MON
FIELD WORK COMPLETED: 09/06/07
FRED W. REPASS
PROFESSIONAL SURVEYOR & VI APPER
5805 S.E. WINDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
2.
3.
4.
5.
6.
7.
LOCATION MAP
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LEGAL DESCRIPTION:
COMMENCING AT THE MOST WESTERLY CORNER OF
SECTION 29,TOWNSHIP 31 SOUTH, RANGE 38 EAST, IN
THE FLEMING ACCORDING TO PLATS MADE BY S.B.
CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
SECTION 29 AND RUN S4471'28"E 818.81 FEET ALONG
THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
CENTERLINE OF ROSELAND ROAD; THENCE N0448'59"W
514.65 FEET ON SAID ON SAID CENTERLINE; THENCE
S89 -50.46"E 644.46 FEET; THENCE S00'09 -14-E 407.00
FEET; THENCE S89'50'46"E 180 FEET TO THE POINT OF
BEGINNING (P.O.B.) THENCE S00'09'14"W 80.00 FEET;
THENCE N8950'46"W 225.00 FEET TO A POINT LYING 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
THENCE N00'09'14"W 80.00 FEET; THENCE S89'56'46"E
225.00 FEET TO THE P.O.B.
SURVEY NOTES:
NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS-OF-WAY, EASEMENTS OR OWNERSHIP.
LAND DESCRIPTION HEREON WAS PROVIDED BY THE
CLIENT.
ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTILITIES WITHOUT REVERIFlCATION OF
PROPERTY CORNERS.
THIS SURVEY IS NOT COVERED BY PROFESSIONAL
LIABILITY INSURANCE.
BEARINGS SHOWN ARE BASED ON FIELD MEASURE
1• A
AS- BUILT
PREPARED ON THE ORDER RDEGRIFFIN
SCALE: DRAM BY: FILE No.:
1"=301 F.W.R. 06-062SP
41 1%
CWESTERN CORNER SECTION 29
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V3 N89 50'46'E 644.46' o
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C2
LEGAL DESCRIPTION:
COMMENCING AT THE MOST WESTERLY CORNER OF
SECTION 29,TOWNSHIP 31 SOUTH, RANGE 38 EAST, IN
THE FLEMING ACCORDING TO PLATS MADE BY S.B.
CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
SECTION 29 AND RUN S44'21'28'E 818.81 FEET ALONG
THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
CENTERUNE OF ROSELAND ROAD; THENCE N04'48'59'W
514.65 FEET ON SAID ON SAID .CENTERUNE;THENCE
S89'50'46'E 644.46 FEET; THENCE S00'09'14'E 407.00
FEET; THENCE S89 -50-46-E 180 FEET TO THE POINT OF
BEGINNING (P.O.B.) THENCE SO0'09'14-W 80.00 FEET;
THENCE N89'50'46'W 225.00 FEET TO A POINT LUNG 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
THENCE N00'09'14'W 80.00 FEET; THENCE S89'56'46'E
225.00 FEET TO THE P.O.B.
2.
3.
SET 5/18' IRON 4.
ROD & CAP
5.
6.
7.
SURVEY NOTES:
NOT VAUD UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS-OF-WAY, EASEMENTS OR OWNERSHIP.
LAND DESCRIPTION HEREON WAS PROVIDED BY THE
CLIENT.
ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTIUTIES WITHOUT REVERIFICATION OF
PROPERTY CORNERS.
THIS SURVEY IS NOT COVERED BY PROFESSIONAL
LIABILITY INSURANCE.
BEARINGS SHOWN ARE BASED ON FIELD MEASURE
SURVEYOR'S CERTIFICATE LEGEND:
I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION Iff -FOUND CONCRETE MONUMENT
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF a -FOUND IRON ROD FIELD WORK COMPUTED: 09/06/07
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY 0 -SET 5/8' IRON ROD AND CAP 4 a 4
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN -PSM X6427 ���® W.
REPASS AS- BUILT
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS F -CENTER UNE
FFE -FINISH FLOOR ELEVATION
PURSUANT TO SECTION 472.027 FLORIDA STATUTES, AND THAT THERE PSM -PROFESSIONAL SURVEYOR PROFESSIONAL. SURVEYOR & VAPPEri
ARE NO ABOVE GROUND H AND MAPPER 5805 S.E. WINDSONG LANE PREPARED ON THE ORDER OF:
i RPC -POINT OF CURVE P.O. BOX 3424 JOE GRIFFIN
BY: DATE:O �= D -DELTA ANGLE STUART, FL 34995
ESSIONAL UR RAND APPER A -ARC LENGTH PH. (772) 220-1341 FAX (772) 781-6452 SCALE: DRAWN BY: FILE No.:
.afFLORIDA REGISTRATION #642' �-TYPICAL ELEVATION 1 0=301
F.W.R. 06-062SP
FRED W. REPASS, P.S.M. _ s /
OL-fmSIINC
NEIL
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LOCATION MAP
GOLF,
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ISEB.4ST1.9A%j
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11A1U,17CIP,4L
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1 'GOLF COURSE/ \CLU$
C2
LEGAL DESCRIPTION:
COMMENCING AT THE MOST WESTERLY CORNER OF
SECTION 29,TOWNSHIP 31 SOUTH, RANGE 38 EAST, IN
THE FLEMING ACCORDING TO PLATS MADE BY S.B.
CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
SECTION 29 AND RUN S44'21'28'E 818.81 FEET ALONG
THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
CENTERUNE OF ROSELAND ROAD; THENCE N04'48'59'W
514.65 FEET ON SAID ON SAID .CENTERUNE;THENCE
S89'50'46'E 644.46 FEET; THENCE S00'09'14'E 407.00
FEET; THENCE S89 -50-46-E 180 FEET TO THE POINT OF
BEGINNING (P.O.B.) THENCE SO0'09'14-W 80.00 FEET;
THENCE N89'50'46'W 225.00 FEET TO A POINT LUNG 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
THENCE N00'09'14'W 80.00 FEET; THENCE S89'56'46'E
225.00 FEET TO THE P.O.B.
2.
3.
SET 5/18' IRON 4.
ROD & CAP
5.
6.
7.
SURVEY NOTES:
NOT VAUD UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS-OF-WAY, EASEMENTS OR OWNERSHIP.
LAND DESCRIPTION HEREON WAS PROVIDED BY THE
CLIENT.
ELEVATIONS SHOWN HEREON ARE REFERENCED TO
N.G.V.D. 1929 DATUM
THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER UTIUTIES WITHOUT REVERIFICATION OF
PROPERTY CORNERS.
THIS SURVEY IS NOT COVERED BY PROFESSIONAL
LIABILITY INSURANCE.
BEARINGS SHOWN ARE BASED ON FIELD MEASURE
SURVEYOR'S CERTIFICATE LEGEND:
I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION Iff -FOUND CONCRETE MONUMENT
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF a -FOUND IRON ROD FIELD WORK COMPUTED: 09/06/07
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY 0 -SET 5/8' IRON ROD AND CAP 4 a 4
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN -PSM X6427 ���® W.
REPASS AS- BUILT
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS F -CENTER UNE
FFE -FINISH FLOOR ELEVATION
PURSUANT TO SECTION 472.027 FLORIDA STATUTES, AND THAT THERE PSM -PROFESSIONAL SURVEYOR PROFESSIONAL. SURVEYOR & VAPPEri
ARE NO ABOVE GROUND H AND MAPPER 5805 S.E. WINDSONG LANE PREPARED ON THE ORDER OF:
i RPC -POINT OF CURVE P.O. BOX 3424 JOE GRIFFIN
BY: DATE:O �= D -DELTA ANGLE STUART, FL 34995
ESSIONAL UR RAND APPER A -ARC LENGTH PH. (772) 220-1341 FAX (772) 781-6452 SCALE: DRAWN BY: FILE No.:
.afFLORIDA REGISTRATION #642' �-TYPICAL ELEVATION 1 0=301
F.W.R. 06-062SP
FRED W. REPASS, P.S.M. _ s /
WESTERN CORNER SECTION 29
I
_
N8.9:90'46NE 644.46' a
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-ROD & CAP
Q` MAC NAIL
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A/RPORT ACCESS
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S89'50 461 180.00' 5�- "
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189'50'46 "W 225.00'
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS SURVEY MAP IS PER RECORD DESCRIPTION
AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
AS SURVEYED IN THE FIELD. I FURTHER CERTIFY THAT THIS SURVEY
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN
CHAPTER 61G-17-6 BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECTION 472. STATUTES, AND THAT THERE
ARE NO ABOVE NCROA Ih /417) DATE:7O
PROFESSIONAL �ANP-M-A-PPER
FLORIDA REGISTRATION 7
FRED W. REPASS, P.
LEGEND:
® -FOUND CONCRETE MONUMENT
• -FOUND IRON ROD
O -SET 5/8" IRON ROD AND CAP
-PSM X16427
-CENTER UNE
FFE -FINISH FLOOR ELEVATION
PSM -PROFESSIONAL SURVEYOR
AND MAPPER
R/W -RIGHT-OF-WAY
PC -POINT OF CURVE
D -DELTA ANGLE
A -ARC LENGTH
-TYPICAL ELEVATION
TAswALTVGS
WAY
SFr 5 '/RAM
RAD CAP
Jim
!rn
PARIi505
1.,
AIRI
"F—D
ii
LOCATION MAP
---
Dr � GOLF �
1 GOLPCOi
i
FIELD WORK COMPLETED: 09/06/07
4
FRED W. REPASS
PROFES y30NAL SURVEY09 & MAPPER
5805 S.E. WINDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
r .
r �~
ERASER
/SEBAS7/.4N
WN CIPAL
RS . /r/ COLLIER
/ CLUB
�I
LEGAL DESCRIPTION:
COMMENCING AT THE MOST WESTERLY CORNER OF
SECTION 29,TOWNSHIP 31 SOUTH, RANGE 38 EAST, IN
THE FLEMING ACCORDING TO PLATS MADE BY S.B.
CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
SECTION 29 AND RUN S44'21'28'E 818.81 FEET ALONG
THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
CENTERLINE OF ROSELAND ROAD; THENCE N0448'59"W
514.65 FEET ON SAID ON SAID CENTERUNE;THENCE
S89 -50-46-E 644.46 FEET, THENCE SOO-09-14"E 407.00
FEET; THENCE S89'50'46'E 180 FEET TO THE POINT OF
BEGINNING (P.O.B.) THENCE SCO.09.14-W 80.00 FEET;
THENCE N89'50'46"W 225.00 FEET TO A POINT LYING 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
THENCE NOO'09'14"W 80.00 FEET; THENCE S89'S6'46'E
225.00 FEET TO THE P.O.B.
1.
2.
3.
4.
5.
6.
7.
L
SURVEY NOTES:
o
Ljwswx mu
NOT VAUD UNLESS SEALED WITH AN EMBOSSED`
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED I
FOR RIGHTS-OF-WAY, EASEMENTS OR OWNERSHIP.
Z5 rid
�
o
II
e.Aj
o
_ I
FIELD WORK COMPLETED: 09/06/07
4
FRED W. REPASS
PROFES y30NAL SURVEY09 & MAPPER
5805 S.E. WINDSONG LANE
P.O. BOX 3424
STUART, FL 34995
PH. (772) 220-1341 FAX (772) 781-6452
r .
r �~
ERASER
/SEBAS7/.4N
WN CIPAL
RS . /r/ COLLIER
/ CLUB
�I
LEGAL DESCRIPTION:
COMMENCING AT THE MOST WESTERLY CORNER OF
SECTION 29,TOWNSHIP 31 SOUTH, RANGE 38 EAST, IN
THE FLEMING ACCORDING TO PLATS MADE BY S.B.
CARTER OF BREVARD, ST. LUCIE AND INDIAN RIVER
COUNTYS FLORIDA, AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE SAID WESTERLY CORNER OF SAID
SECTION 29 AND RUN S44'21'28'E 818.81 FEET ALONG
THE SOUTHWEST BOUNDARY OF SECTION 29 TO THE
CENTERLINE OF ROSELAND ROAD; THENCE N0448'59"W
514.65 FEET ON SAID ON SAID CENTERUNE;THENCE
S89 -50-46-E 644.46 FEET, THENCE SOO-09-14"E 407.00
FEET; THENCE S89'50'46'E 180 FEET TO THE POINT OF
BEGINNING (P.O.B.) THENCE SCO.09.14-W 80.00 FEET;
THENCE N89'50'46"W 225.00 FEET TO A POINT LYING 50
FEET EAST OF THE CENTER OF WEST AIRPORT DRIVE;
THENCE NOO'09'14"W 80.00 FEET; THENCE S89'S6'46'E
225.00 FEET TO THE P.O.B.
1.
2.
3.
4.
5.
6.
7.
L
SURVEY NOTES:
NOT VAUD UNLESS SEALED WITH AN EMBOSSED`
SURVEYOR'S SEAL
LANDS SHOWN HEREON WERE NOT ABSTRACTED I
FOR RIGHTS-OF-WAY, EASEMENTS OR OWNERSHIP.
f`
LAND DESCRIPTION HEREON WAS PROVIDED BY THE`
'
CLIENT. .-
ELEVATIONS SHOWN HEREON ARE REFERENCED M,,
N.G.V.D. 1929 DATUM
THIS SURVEY NOT TO BE USED FOR FENCE
INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR
ANY OTHER U11UTIES WITHOUT REVERIFICA11ON OF '`
'_•;
PROPERTY CORNERS.
r
THIS SURVEY IS NOT COVERED BY PROFESSIONAL
-
LIABILITY INSURANCE. =
'
BEARINGS SHOWN ARE BASED ON FIELD MEASURE
J
�,;
AS— BUILT
PREPARED ON THE ORDER OF:
JOE GRIFFIN
SCALE: DRAWN BY: FILE No.:
1"=30' ( F.W.R. I 06-062SP