HomeMy WebLinkAbout2002 - (#28) Topographic SurveyTOPOGRAPHIC SURVEY
SEBA Z":�P�TIAN MUNICIPAL AIRPORT RUN Y 09===27
PART OF THE FLEMING GRANT. TOWNSHIP 31 SOUTH, RANGE 38 E4ST,
TALLAHASSEE MERIDIAN., FLORIDA, RECORDED IN PLAT BOOK 1., PAGES 72 AND 7J,
PUBLIC RECORDS. OF THE COUNTY. OF BREVARD., STATE OF FLORIDA.
NOW LYING AND BEING IN INDIAN RIVER COUNTY FLORIDA
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SURVEYOR'S NOTES/REPORT--
BOUNDARY AND IMPROVEMENTS SURVEY BY CARTER ASSOCIATES, INCt UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
-C
PROJECT No. 00-455S. DRAWING No. 15925 SURVEYOR AND MAPPER THIS DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES
DATED SEPTEMBM 2001) 'ONLY AND IS NOT VAUD.
L DC AT I [IN SKETCH
LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS-OF-WAY.
T`
:Jl�
EASEMENTS OF RECORD. RESERVATIONS, OWNERSHIP, ABANDONMEN S. DEED RESTRICTIONS. ZONING
REGULATIONS OR SETBACK LINES, LAND USE PLAN DESIGNATION, ADJOINING DEEDS OR MURPHY ACT
DEEDS. THIS SURVEY IS NOT INTENDED TO DELINEATE WETLANDS, LOCAL AREAS Of CONCERN OR
ANY OTHER JUMSDIC71ONAL DETERMINATION.
IMPROVEMENTS EXIST WITHIN THIS PROPERTY THAT WERE NOT LOCATED. NO FOUNDATIONS OR
SECTION 31 UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN ON THIS SKETCH.
TVP. 30 M 39 E HORIZONTAL /VERTICAL CONTROL INFORMAmON.
BEARING DATUM IS BASED UPON THE NORTH AMERICAN DATUM OF 1983. ADJUSTMENT OF 1990 (NAD
CTION 22 DESIGNATION: GPS 102 DESIGNATION: GPS 103 83/90). AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901).
PID: AA5695 DIMENSIONS SHOWN HEREON ARE IN GPJD AND DISPLAYED IN U.S. SURVEY FEET.
STATE/COUNTY- FLORIDA/INDIAN RIVER STATE/COUNTY: FLORIDA/INDIAN RIVER
USGS QUAD: SEBASTIAN (1990) USGS QUAD: SEBASTIAN (1990) THIS PROPERTY APPEARS TO LIE WITHIN THE FLOOD ZONES AS DESIGNATED HEREON PER FEMA
CTI 30 S11% HORZ DATUM: NAD 83 (1990) HORZ DATUM: NAD 83 (1990) FIRM NO. 120123 0076 E. MAP INDEX DATE JUNE 30, 1999.
NG GRANT
VERT DATUM: NAVD 88 VERT DATUM: NAVD 88
THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO ASSIST LPA. INC. IN EVAWA71UG THE EXISTINGr
LATITUDE: 27*49'48.1625r (N) LATITUDE' 27*48'25.23994- (N) CONDITITIONS OF SEBASTIAN MUNICIPAL AIRPORT RUNWAY 09 - 27 AND THE ADJACENT AREAS.
LONGITUDE' 080429*56-53503" (W) LONGITUDE. 08029'20.41295- (W)
SEBAsTIAN HEIGHT' 16. (PUBLISHED) HEIGHT.- 1& (PUBLISHED) HORIZONTAL COORDINATE VALUES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983,
MT 1 MUNICIPAL SW MAIN ST. ADJUSTMENT OF 1990 (NAD83/90), AND PROJECTED IN THE STATE PLANE COORDINATE
AIRPORT
SYSTEM, FLORIDA EAST ZONE, 0901.
-4
GRAPHIC SCALE
SECTIM 6 DESIGNATION: GPS 104 DESIGNATION: SEBAPORT G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
IM �9 E.
TWP. 31 S, IM 39 1- PID: AAM97 PID: A&7421 60 0 30 60 120
240
STATE/COUNTY: FLORIDAANDIAN RIVER STATE/COUNTY- FLORIDA/INDIAN RIVER G.P.S. RECEIVER TYPE. THREE (3) DUAL FREQUENCY LEICA GPS RECEIVERS
USGS QUAD: SEBASTIAN (1990) USGS QUAD: SEBASTIAN (1970) TWO �2) SR 399 E - 9 CHANNEL (LI & L2)
gm ;LA
HORZ DATUM: NAD 83 (1990) HORZ DATUM: NAD 83 (1990) ONE 1) SR 9500 - 12 CHANNEL (LI & L2)
SH 2 VERT DATUM: NAVD 88 VERT DATUM: NAVD 88 GPS RTK MEASUREMENTS BEGAN JANUARY 14, 2002 AND ENDED ON JANUARY 18, 2002. IN FEET
THREE LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SVJ (REAL TIME MEASUREMENT I inch = 60 fL
TwP. 31 RNGL LATITUDE. 27*48'09.68953* LATITUDE. 27*48'34.51025* (N)
080*29*M05146 (W) LONGITUDE. 080*29'55.39291- (W) CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER (SR9500)
SECIM LONGITUDE.
GRAN L HEIGHT. 18. (PUBLISHED) HEIGHT: 18.00- (PUBLISHED) WAS SET UP ON AN ESTABLISHED CONTROL STATION WHILE TWO ROVING RECEIVERS (SR399E)
LOCATED SURVEY MONUMENTATION AND TOPOGRAPHIC FEATURES THROUGHOUT THE PROJECT AREA. CARTER ASSOCIATES, INC.
28 REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION WERE DETERMINED A RADIO
CONSULTING ENGINEERS AND LAND SURVEYORS'
0 GRANT LINK WITH THE BASE STATION AND RECORDED IN LEICA'S CONTROLLERS (CR344).
0.
cl- DESIGNATION: X 436 DESIGNATION: L 227 561-562-4191 (TEL)
THE LAST DAY FIELD WORK WAS PERFORMED WAS ON JANUARY 18, 2002.
PID: AE6257 PID' AF3471 VERO BEACH, FLOREDA 32960-3472
A"7 VAER .:
1�_ STATE/COUNTY. FLORIDA/INDIAN RIVER STATE/COUNTY: FLORIDA/INDIAN RI
SMERE (1971) THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS
1=1 USGS QUAD: FELLS USGS QUAD: SEBASTIAN (1990) 6
HORIZONTAL- * 0.1 FEET z < TOPOGRAPHIC SURVEY
HORZ DATUM: NAD 83 (1986) HORZ DATUM: NAD 83 (1990)
VERTICAL' * 0.1 FEET z
a.
VERT DATUM: NAVD 88 VERT DATUM: NAVD 88
31 RNC% 38 E.
ELEVATIONS AS ESTABLISHED BY CARTER ASSOCIATES INC. (C.A.I.) ARE BASED ON NORTH AMERICAN
SEC71ON 7 LATITUDE. 27*4,W37. 0 �N) SCALED LATITUDE. 27*48'51.7650r (N) 0
VERTICAL DATUM OF 1988. 0-
(W)
IT 1P. 31 S.. RNG, 39 L LONGITUDE. 080*30'12. (W) LONGITUDE' 08029'34.277gr SEBASTIAN MUNICIPAL AIRPORT
z
19.79- (PUBLISHED)
HEIGHT: 13.99' (PUBLISHED) HEIGHT.
ELEVATIONS AS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET.
L:
SEBASTIAN, FLORIDA
NDT� TD SCALE BENCHMARK - NATIONAL GEODETIC SURVEY; FEDERAL BASE NETWORK CONTROL STATION DESIGNATION DA E. ETHJE, SIGNATURE DATE ev
-SEBAPORT-, INDIAN -RIVER COUNTY. FLORIDA. USGS QUAD "SEBASTIAW t970.
WA
+
4!"'
R4
y
0
+
IL
FLORIDk REGMTF;U'_TjW No. 572a DATE DWG BY APP'D BY 1H. SCALE [V, SCALE JPROJ. N13. SHEET 1 13F 2
INC, LB 205
NAVD 88 ELEVATION - 5.485 METERS OR 1&00 FEET, ADJUSTED. CARTER ASSOCIATE
1/23/02 RNH DEL 1' 60' 16369 C
�/A 01 659S
m �
0
a
ON 28
NO GRANT
c
r r10
N
SKETCH
f� �9
r� � yO! sECTtoN at
7
CNCN MIT D 0
SEBASTIAN"i
NOT TD SCALE
x�6 ,Lp43 Op
� 9 ,9k ,9k 109 '' r �0'S ,00 ,90 ry06 19ti `°�� `°j� �9y
�, q, A 1 9� k 0 'L 54.
k O A k 6
9 1 k 5 9
> 19� ry�0 `9k ,9ti ,�9 ,fly, ,�!y '" ,0'1 1°jg �R• r 1 'Lp� ',05
REFERENCES
BOUNDARY AND IMPROVEMENTS SURVEY BY CARTER ASSOCIATES, INC.
PROJECT No. 00-455S, DRAWING No. 15925-C
DATED SEPTEMBER, 2000
HORIZONTAL/VERTICAL CONTROL
DESIGNATION: GPS 102
_,.,'y
0 30 60 120 240
lu
C3
PID: AA5695
$
-STATE/COUNTY: ft=DA/ NDIAN RIVER
STATE/COUNTY FLORIDA/INDIAN RIVER
CARTER ASSOCIATES, INC.
USGS QUAD: SEBASTIAN (1990)
USGS QUAD: SEBASTIAN (1990)
(
HORZ DATUM: NAD 83 (1990)
HORZ DATUM: NAD 83 (1990)
VERO BEAM, FLORIDA 52980-3472 Wl-562-7180 (FAX)
VERT DATUM: NAVD 88
VERT DATUM: NAVD 88
LATITUDE 27'49'48.16257' (N)
LATITUDE 27'48'25.23994' �N)
OF RUNWAY 09 — 27
LONGITUDE 080'29'56.53503' (W)
LONGITUDE 080'29'20.41295 (Wr)
HEIGHT 16. ' (PUBLISHED)
HEIGHT: 18. ' (PUBLISHED)
Y SEBASTIAN, FLORIDA
+ +
+
ryOk
PID: AA5697
PID: AF7421
STATE/COUNTY FLORIDA/INDIAN RIVER
STATE/COUNTY: FLORIDA/INDIAN RIVER
Co -
USGS QUAD: SEBASTIAN (1970)
HORZ DATUM: NAD 83 (1990)
HORZ DATUM: NAD 83 (1990)
+1b +,0
{11. ,fl +,0.
4!"
+11.
LATITUDE 27'48'09.68953' �N)
LONGITUDE 080-29-31105146 (W)
LONGITUDE 080-29-55.39291 (W)
HEIGHT. 18. ' (PUBLISHED)
HEIGHT: 18.00' (PUBLISHED)
I
C\�
DESIGNATION: X 436
DESIGNATION: L 227
PID: AE6257
PID: AF3471
STATE/COUNTY: FLORIDA/INDIAN RIVER
STATE/COUNTY FLORIDA/INDIAN RIVER
USGS QUAD: FELLSMERE (1971)
USGS QUAD: SEBASTIAN (1990)
HORZ DATUM: NAD 83 (1986)
HORZ DATUM: NAD 83 (1990)
VERT DATUM: NAVD 88
VERT DATUM: NAVD 88
LATITUDE 27'48'37. SCALED
t
.
LONGITUDE 08030'12. (W)
LONGITUDE: 08029'34.27797' (W)
-HEIGHT. 13.199' (PUBLISHED)
HEIGHT: 19.79' (PUBLISHED)
,p9 109 1�ti,�4.
+ + + �'. + i' 'H
y9'I
,�9 ,9\
+ t +
,9�1 ,9'1
+ ! + +
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FOUND CONCRETE MONUMENT ; _ ; : t,
U.S. COAST GEODETIC SURVEY '
BENCHMARK STAMPED "L 227 1965"
9
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ELEVATION 19.79 NAVD 88 (PUBLISHED)
N 1265559.4 . ;'
:. �. •
E 820098.1 ,.
h k � � , ":'fib ; �. 0� � 5"
9, '
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9
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REFERENCES
BOUNDARY AND IMPROVEMENTS SURVEY BY CARTER ASSOCIATES, INC.
PROJECT No. 00-455S, DRAWING No. 15925-C
DATED SEPTEMBER, 2000
01
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NOT VALID.
LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS-OF-WAY,
EASEMENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING
REGULATIONS OR SETBACK LINES, LAND USE PLAN DESIGNATION, ADJOINING DEEDS OR MURPHY ACT
DEEDS. THIS SURVEY IS NOT INTENDED TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN OR
ANY OTHER JURISDICTIONAL DETERMINATION.
IMPROVEMENTS EXIST WITHIN THIS PROPERTY THAT WERE NOT LOCATED. NO FOUNDATIONS OR
UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN ON THIS SKETCH.
BEARING DATUM IS BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD
83/90), AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901).
DIMENSIONS SHOWN HEREON ARE IN GRID AND DISPLAYED IN U.S. SURVEY FEET.
THIS PROPERTY APPEARS TO LIE WITHIN THE FLOOD ZONES AS DESIGNATED HEREON PER FEMA
FIRM NO. 120123 0076 E. MAP INDEX DATE JUNE 30, 1999.
THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO ASSIST LPA, INC. IN EVALUATING THE EXISTING
CONDITITIONS OF SEBASTIAN MUNICIPAL AIRPORT RUNWAY 09 - 27 AND THE ADJACENT AREAS.
HORIZONTAL COORDINATE VALUES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983,
ADJUSTMENT OF 1990 (NAD83/90), AND PROJECTED IN THE STATE PLANE COORDINATE
SYSTEM. FLORIDA EAST ZONE, 0901.
G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
G.P.S. RECEIVER TYPE THREE (3) DUAL FREQUENCY LEICA GPS RECEIVERS
TWO �2) SR 399 E 9 CHANNEL (L1 do L2)
ONE 1) SR 9500 - 12 CHANNEL (L1 do L2)
GPS RTK MEASUREMENTS BEGAN JANUARY 14, 2002 AND ENDED ON JANUARY 18, 2002.
THREE LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT -SKI (REAL TIME MEASUREMENT
CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER (SR9500)
WAS SET UP ON AN ESTABLISHED CONTROL STATION WHILE TWO ROVING RECEIVERS (SR399E)
LOCATED SURVEY MONUMENTA71ON AND TOPOGRAPHIC FEATURES THROUGHOUT THE PROJECT AREA
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION WERE DETERMINED VIA RADIO
LINK WITH THE BASE STATION AND RECORDED IN LEICA'S CONTROLLERS (CR344).
THE LAST DAY FIELD WORK WAS PERFORMED WAS ON JANUARY 18, 2002.
THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL• f 0.1 FEET
VERTICAL f 0.1 FEET
ELEVAl10NS AS ESTABLISHED BY CARTER ASSOCIATES INC. (C.AI.) ARE BASED ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
ELEVATIONS AS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET.
BENCHMARK - NATIONAL GEODETIC SURVEY, FEDERAL BASE NETWORK CONTROL STA11ON DESIGNATION
'SEBAPORT'. INDIAN RIVER COUNTY, FLORIDA. USGS QUAD "SEBASTIAN' 1970.
NAVD 88 ELEVATION 5.485 METERS OR 18.00 FEET. ADJUSTED.
HORIZONTAL/VERTICAL CONTROL
DESIGNATION: GPS 102
INFORMATION:
DESIGNATION: GPS 103
0 30 60 120 240
lu
C3
PID: AA5695
$
9•
-STATE/COUNTY: ft=DA/ NDIAN RIVER
STATE/COUNTY FLORIDA/INDIAN RIVER
CARTER ASSOCIATES, INC.
USGS QUAD: SEBASTIAN (1990)
USGS QUAD: SEBASTIAN (1990)
(
HORZ DATUM: NAD 83 (1990)
HORZ DATUM: NAD 83 (1990)
VERO BEAM, FLORIDA 52980-3472 Wl-562-7180 (FAX)
VERT DATUM: NAVD 88
VERT DATUM: NAVD 88
LATITUDE 27'49'48.16257' (N)
LATITUDE 27'48'25.23994' �N)
OF RUNWAY 09 — 27
LONGITUDE 080'29'56.53503' (W)
LONGITUDE 080'29'20.41295 (Wr)
HEIGHT 16. ' (PUBLISHED)
HEIGHT: 18. ' (PUBLISHED)
Y SEBASTIAN, FLORIDA
DESIGNATION: GPS 104
DESIGNATION: SEBAPORT
ryOk
PID: AA5697
PID: AF7421
STATE/COUNTY FLORIDA/INDIAN RIVER
STATE/COUNTY: FLORIDA/INDIAN RIVER
USGS QUAD: SEBASTIAN (1990)
USGS QUAD: SEBASTIAN (1970)
HORZ DATUM: NAD 83 (1990)
HORZ DATUM: NAD 83 (1990)
TAB
VERT DATUM: NAVD 88
VERT DATUM: NAVD 88
LATITUDE 27'48'09.68953' �N)
LATITUDE 27'48'34.51025' (�N)
LONGITUDE 080-29-31105146 (W)
LONGITUDE 080-29-55.39291 (W)
HEIGHT. 18. ' (PUBLISHED)
HEIGHT: 18.00' (PUBLISHED)
I
C\�
DESIGNATION: X 436
DESIGNATION: L 227
PID: AE6257
PID: AF3471
STATE/COUNTY: FLORIDA/INDIAN RIVER
STATE/COUNTY FLORIDA/INDIAN RIVER
USGS QUAD: FELLSMERE (1971)
USGS QUAD: SEBASTIAN (1990)
HORZ DATUM: NAD 83 (1986)
HORZ DATUM: NAD 83 (1990)
VERT DATUM: NAVD 88
VERT DATUM: NAVD 88
LATITUDE 27'48'37. SCALED
LATITUDE: 27'48'51.76507' (N)
LONGITUDE 08030'12. (W)
LONGITUDE: 08029'34.27797' (W)
-HEIGHT. 13.199' (PUBLISHED)
HEIGHT: 19.79' (PUBLISHED)
01
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NOT VALID.
LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS-OF-WAY,
EASEMENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING
REGULATIONS OR SETBACK LINES, LAND USE PLAN DESIGNATION, ADJOINING DEEDS OR MURPHY ACT
DEEDS. THIS SURVEY IS NOT INTENDED TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN OR
ANY OTHER JURISDICTIONAL DETERMINATION.
IMPROVEMENTS EXIST WITHIN THIS PROPERTY THAT WERE NOT LOCATED. NO FOUNDATIONS OR
UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED EXCEPT AS SHOWN ON THIS SKETCH.
BEARING DATUM IS BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD
83/90), AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901).
DIMENSIONS SHOWN HEREON ARE IN GRID AND DISPLAYED IN U.S. SURVEY FEET.
THIS PROPERTY APPEARS TO LIE WITHIN THE FLOOD ZONES AS DESIGNATED HEREON PER FEMA
FIRM NO. 120123 0076 E. MAP INDEX DATE JUNE 30, 1999.
THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO ASSIST LPA, INC. IN EVALUATING THE EXISTING
CONDITITIONS OF SEBASTIAN MUNICIPAL AIRPORT RUNWAY 09 - 27 AND THE ADJACENT AREAS.
HORIZONTAL COORDINATE VALUES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983,
ADJUSTMENT OF 1990 (NAD83/90), AND PROJECTED IN THE STATE PLANE COORDINATE
SYSTEM. FLORIDA EAST ZONE, 0901.
G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
G.P.S. RECEIVER TYPE THREE (3) DUAL FREQUENCY LEICA GPS RECEIVERS
TWO �2) SR 399 E 9 CHANNEL (L1 do L2)
ONE 1) SR 9500 - 12 CHANNEL (L1 do L2)
GPS RTK MEASUREMENTS BEGAN JANUARY 14, 2002 AND ENDED ON JANUARY 18, 2002.
THREE LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT -SKI (REAL TIME MEASUREMENT
CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER (SR9500)
WAS SET UP ON AN ESTABLISHED CONTROL STATION WHILE TWO ROVING RECEIVERS (SR399E)
LOCATED SURVEY MONUMENTA71ON AND TOPOGRAPHIC FEATURES THROUGHOUT THE PROJECT AREA
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION WERE DETERMINED VIA RADIO
LINK WITH THE BASE STATION AND RECORDED IN LEICA'S CONTROLLERS (CR344).
THE LAST DAY FIELD WORK WAS PERFORMED WAS ON JANUARY 18, 2002.
THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL• f 0.1 FEET
VERTICAL f 0.1 FEET
ELEVAl10NS AS ESTABLISHED BY CARTER ASSOCIATES INC. (C.AI.) ARE BASED ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
ELEVATIONS AS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET.
BENCHMARK - NATIONAL GEODETIC SURVEY, FEDERAL BASE NETWORK CONTROL STA11ON DESIGNATION
'SEBAPORT'. INDIAN RIVER COUNTY, FLORIDA. USGS QUAD "SEBASTIAN' 1970.
NAVD 88 ELEVATION 5.485 METERS OR 18.00 FEET. ADJUSTED.
NO IDENTIFICATION
N 12665388.3
E,921106.4
GRAPHIC SCALE
60
I
0 30 60 120 240
lu
C3
$
9•
1 inch = 80 flL
i
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND LAND a un v r' FORS
(
1708 21ST STRI= 1i81-662-4191 (78L)
VERO BEAM, FLORIDA 52980-3472 Wl-562-7180 (FAX)
z
Q TOPOGRAPHIC SURVEY
z
! a
OF RUNWAY 09 — 27
z
SEBASTIAN MUNICIPAL AIRPORT
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Y SEBASTIAN, FLORIDA
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1/23/02 N/ALE ISHE 16369 C
.:
+190
FOUND ,P -K NAIL AND
TAB
NO IDENTIFICATION
N 12665388.3
E,921106.4
GRAPHIC SCALE
60
I
0 30 60 120 240
lu
C3
( IN FEET )
1 inch = 80 flL
i
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND LAND a un v r' FORS
(
1708 21ST STRI= 1i81-662-4191 (78L)
VERO BEAM, FLORIDA 52980-3472 Wl-562-7180 (FAX)
z
Q TOPOGRAPHIC SURVEY
z
! a
OF RUNWAY 09 — 27
z
SEBASTIAN MUNICIPAL AIRPORT
Y SEBASTIAN, FLORIDA
DATE DWGBY IAPP'DDELBY Ii; SCALE60' IV.2
P01o659S I
1/23/02 N/ALE ISHE 16369 C