HomeMy WebLinkAboutSurveyABBREVIATIONS
SL
BETSY LINDSAY, INC.
LB
UCENSED BUSINESS
NO.
NUMBER
P.L.S.
PROFESSIONAL LAND SURVEYOR
PT.
POINT
PVC
PIZY VINYL CHLOMOE PIPE
TRAV.
TRAVERSE
INS
WATER SERVICE
SITE/'-�,,_�
INDIAN
RIVER LOCATION MAP
I (NOT TO St:AIE)
CATCH BASIN
RIM ELEVAi C N=24.24
E, INVERT ELEVATIDN=17.26 LIGHT
POLE x�'�
20
x209B 46.QIx
EARTHEN El 112DAI
SHOOTING x16.B3 x2D.SA
TUIMER20.4
TO BE DEMOLISHED x�n21AND RERACEDE0.9D 0>e
PROPOSED SHOOiING 20,12x ., 20.95,
TAMER (SEE DETAIL x2117 c2D.66� i
THIS SNEER
2MG7 x
21.19 2LM x E0.79 ZOA2� E0.44 2114
EL2d xmm x2A32
CONCRETE 12 70.58x
2
WALK 21Aa 2p� 10,91 1 STORY W000 BUILDING
x2A04 x2A97
1 STORY WOOD
201.97 21. 2IIB6 2114x BUILDING �
M99 2L12
Z665 71. 21
2A64 1.34
21.04 1- 41 _ 21E3
TEMPORARY BENCHMARC
SEC W IRON ROD N CAP aao
'TRAY. PT. LB 6B52 21.t7 2I2B ASRNALi
ELEVATION=21.01' PAVEMENT
CONCRETE
N94719.44 WALK
BEd53
E 9955SE4
TEMPORARY BENCHMARK
N SET MAG NAIL & WASHER
-BL TRAV. PT. LB 6852 x /
ELEVATION=20.59'
N 1094617.5B
E 809576.61
W E
25 0 25 50
SCA1M L7 = 50'
a)
013 . -
J
w
N
a
SUR IEYOR S /l/OT£S
1. F£ARINGS AS SHOWN HEREON(( ARE BASED ON STATE PLANE COORDNATESi U.S. SLAM FEET, NORTH AMERICAN
DATUM
NEBOF 11 /THE TWD CTL9� 1ENPt)RARYOaNCHMDARKS� ZONE; REFERENCE A BEARING OF N4T40'16 E ALONG
2 EEEVATi= AS SHOWN HEREON REFERENCE THE NORTH AMERIGW VERTICAL DATUM OF 1908 (Nma 8B),
REFERENCE UWACS BENCH MARKS 'Y-307- (1870), ELEVATION = 2.15 FEET, AND-A-308', ELEVATION = IS& FEET,
3, THIS SURVEY 15 BASED ON A CLOSED GEOMETRIC FKAIRE EXCEEDING A HORIZONTAL. CLOSURE OF 1:10.D00,
4 THERE WAS NO ATTEMPT TO LOCATE ANY SUBSURFACE FOUNDATIONS,
S NO UNDERGROUND LITUTIES WERE LOCATED OR SHOWN HEREON_
0, THIS SURVEY IS NOT VALID WTHOUT THE SIGNATURE AND ORIGINAL. RAISED SEAL OF A FLORIDA UCENSED
SURVEYOR UNLESS 0a7ALLY SIGNED.
7 THIS SURVEY WAS DONE IN THE FiELD UiIUZNG GLOBAL POSITIONING SYSTEM (GP_S.) WITH REAL TIME KINEMATIC
(R.LK) ALL DISTANCES GIVEN ARE GRID DISTANCES THE SCALE FACTOR IS 1.000009207.
B. THIS 15 NOT A BOUNDARY SURVEY,
TEMPORARY BENCHMARK
SET V IRON ROD 8: CAP SHOOTING TOWER DETAIL EXISTING
'TRAY. Pi. LB 0352 TOWER
ELEVA11014=20.07' PROPOSED STRUCTURE
Nt 149479D.09 TEMINMRY BENCHMARK TOWER
E: 899654.64
SET 78 IRON ROD h CAP
-TRAM PT. LB 5852
,y
LE172'
s
0114794.55 N
4l20
21.23 E: 599771.24
xa6,02
x 31.3E
x78
2A.76
ELECTRIC2
6' CHAIN
SERVCE
LINK FENCE
J
CONCRETE 2AL9
rO
GATE �Dp
pg�211PANSFGNAER
�
54
AD �'
_s
X2. 19.7DX
-
J am 7, 2nc5
20.11 x1LL57 Lei g
CONCRETE �� k
> Ui PATCH
1999 19.92
x IASB
ELECTRIC PANEL t9A4
OVERHANG
IDs2D.19
x 19.72
x1952 x19,92 x17,97
�a MELT
1�
x1&74 x1785
53
FIELD LOCATED
POINT WITH
ELEVATION
1874 (TYPICAL) x17.76
S/T£ PLAN
16.56
1&48x
STRUCTURE
W E
1p� 4
0
10 0 10 20
.8.
SCAii,S 1' - 8D' v0/
EXISTING-
ROPOSED J
TOWER
TOMR
DIMENSIONS
DIMENSIONS
(TYPICAL)
(TYPICAL)
x 17.03 Mzo
SURlk£YORS CERT/F/CATE
I HERBY CERTIFY THAT THE'TOINKRAPHIC SLAW AS SHOWN
HEREON IS A TRUE AND CORRECT REPRESENTATION OF A HELD
SURVEY MADE UNDER MY DIRECTION AND CHARGE ON OCTOBER
Fy 2015 AND UPDATED ON AUGUST 7, 2019 AND SAO
17.0
'FOPOGRAPIHIC SURVEY" IS TRUE AND ACCURATE TO THE BEST
OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT
THIS "TOPOGRAPHIC SURVEYGDMPUFS WITH THE STANDARDS
OF PRACDCE FOR 'FOPOGiAPFIC SURVEY SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
HFLORIDA� CODPURSVANi TO
SECTION 472027 FLORIDAOSATUTES¶
_
BETSY UNDSAY,INa
SURVEYING AND MAPPING
ELIZABEIHI A LINDSAY.I RLS NOT VALID W11HOUT
_
FLORIDA RECISiRATICN NO, 4724 THE SIGNATURE AND
ORIGINAL RAISED SEAL
OF A FLORIDA
LICENSED SURVEYOR
AND MAPPER UNLESS
DIGITALLY SIGNED
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ABBREVIATIONS
BL
BETSY LINDSAY, INC.
LB
LICENSED BUSINESS
NO.
'NUMBER
P.L.S.
PROFESSIONAL LAND SURVEYOR
PT.
POINT
PVC
POLY VINYL CHLORIDE PIPE
TRAV.
TRAVERSE
WS
WATER SERVICE
CATCH BASIN
RIM ELEVATION=20.24
E. INVERT ELEVATION=17.26 LIGHT
X 45.84
POLE
20.82 h�
45.01X
x 20.98
EARTHEN BERM x 20.61
SHOOTING x 20.53
TOWER X 20.63 20.41
TO BE DEMOLISHED 20.84X
AND REPLACED - x 20.48
X 20.90 20.38
PROPOSED SHOOTING 20.4 2.0.51
TOWER SEE DETAIL 268
( X 21.17 20.66 20.0.12 x 20.25
THIS SHEET) 20.69 <20.3 'o•1 -0
- 20.67 X �Gc
2121
..22
19 X 20.79 20.42 X X 20.44 20- 08
21.23 `
�P x 20.43 20.65 X 20.321
1.09
21.19 20.58 x '��'
CONCRETE 21.18 x 21.05 20.91 �G�� 1 STORY WOOD BUILDING
WALK 0.94 Gp x20.54 x20.87
1 STORY WOOD
20.97 21.06 20.86 21.14x BUILDING < >
20.99 1. p�
20.65 21.47 21.3
20.64 1.34
21.04 21.42 21.1 21.23 20.46
21 07 21.27 20.34
Z.20
X 36.92
X 31.52
X 28.
20.76 /
ELECTRIC
SERVICE
CONCRETE 20.69
X21.28 TRANSFORMER
!1.08 21.12 PAD���
QP
A
21.00
2107 20.33 �Q�� /.00
Q
20.05
2.0.11 X 19.57
CONCRETE
20.11 / PATCH
20.11 19.91
19.89 19.92
X 19.56
ELECTRIC PANEL
SURVEYOR. 57 NOTES
.1. BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE -COORDINATES, U.S. SURVEY FEET, NORTH AMERICAN
DATUM OF 1983/2007 ADJUSTED (N.A.D. 83/07), FLORIDA EAST ZONE, REFERENCE A BEARING OF N47'43'16"E ALONG
A LINEBETWEEN THE TWO ONSITE TEMPORARY BENCHMARKS.
2. ELEVATIONS AS SHOWN HEREON REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88),.
REFERENCE USC&GS BENCH MARKS "Y-307" (1970), ELEVATION = 2.15 FEET, AND "A-308", ELEVATION = 1.68 FEET.
3. THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FIGURE EXCEEDING A -HORIZONTAL CLOSURE OF 1:10,000.
1 .4. THERE WAS NO ATTEMPT TO.LOCATE ANY SUBSURFACE FOUNDATIONS.
5. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN HEREON.
6. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR UNLESS DIGITALLY SIGNED.
17. THIS SURVEY WAS DONE IN THE FIELD UTILIZING GLOBAL POSITIONING SYSTEM (G.P.S.) WITH REAL TIME KINEMATIC
(R.T.K.) ALL DISTANCES GIVEN ARE GRID DISTANCES. THE SCALE FACTOR IS 1.000009207.
8. THIS IS NOT A BOUNDARY SURVEY.
TEMPORARY BENCHMARK
SET %" IRON ROD &CAP
"TRAV. PT. LB 6852
ELEVATION- 20.6 7'
N`. 1094790.89 TEMPORARY BENCHMARK
899654.64 SET %" IRON. ROD & CAP.
"TRAV. PT. LB 6852
ELEVATION=20.72'
N: 1094794.56
21.23 E: 899771.24
TEMPORARY BENCHMARK 21.15 20.32/ 20:19`
SET %" IRON ROD & CAP 21.10 20.3 19.99
"TRAV. PT. LB 6852 21.17 21.2g ASPHALT 20.25
20.2 . x 19.72
ELEVATION=21.01.' PAVEMENT /
N 1094719.40 . CONCRETE
E 899555.64 WALK 20.53 x 19.52
TEMPORARY BENCHMARK /
N SET MAG NAIL & WASHER / X (
in
ASPHALT
PAVEMENT
6' CHAIN
LINK FENCE
GATE
0.54
X 20:12 j 19:70 x
qp
Q ,P', y �FTTFs
.6
!0 �Gi
> S 104
18.44
x 17.83
3 OVERHANG o q�F9oesso
�F�� �rO x 18.82 X 17.97 17.
i tK
"BL TRAV. PT. LB 6852 X 19.82
ELEVATION=20.59' X 18.74
N 1094617.58 .53
E 899576.61
E
.5 0 25 50
SCALE: 1" = 50'
5
GAP 17.15�
X 17.85
FIELD LOCATED
POINT WITH
ELEVATION
18.74 (TYPICAL) X 17.76
S/TE PLAN
SHOOTING TOWER DETAIL EXISTING
N PROPOSED TOWER
STRUCTURE
' STRUCTURE
O C6
W E
�OOpo"
S
0 0 10 20
EXISTING
_ �Q TOWER
s� TOWER DIMENSIONS
DIMENSIONS (TYPICAL)
(TYPICAL)
55.26 SURVEYORS CERT/F/CA TE
I HEREBY CERTIFY THAT THE "TOPOGRAPHIC SURVEY" AS SHOWN
HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD
SURVEY MADE UNDER MY DIRECTION AND'CHARGE ON OCTOBER
6, 2015- AND UPDATED ON AUGUST 7, 2019 AND SAID
"TOPOGRAPHIC SURVEY" IS TRUE AND ACCURATE TO THE BEST
OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT
THIS "TOPOGRAPHIC SURVEY" COMPLIES WITH -THE STANDARDS
OF PRACTICE FOR "TOPOGRAPHIC SURVEY" SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
_•,� CHAP,�feR 5J-17, FLOR0A' ADMINISTRATIVE CODE, PURSUANT TO
SECTION '-472.027, FLOR19AI' STATUTES. .
BETSY LINDSAY, _fNC;;
SURVEY4NG AN IAPPIN
EL E A._ LINDSAY; 0) jL;�. Y ^NOT VALID WITHOUT
FLORA A REGISTRATION NO. 4724 THE SIGNATURE AND
ORIGINAL RAISED SEAL
0. - n: , ; • , OF A FLORIDA
LICENSED SURVEYOR
AND MAPPER UNLESS
DIGITALLY SIGNED
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DATE I REVISIONS
DATE- 8,107/2019
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FIELD BK. 5'LC 2
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OF 2 SHEETS
'PROJECT NO.
15-94A
ABBREVIATIONS
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SHEET NO.
-2 ,
OF 2, SHEETS
PROJECT NO.
15-94A