HomeMy WebLinkAbout1108-0318-SETBACKS REQUIREMENTm
LOCATION MAP
M
I
CD
0
C
Y `y
4
PROJECT
SITE
LEGEND: nn,
SURVEYOR'S NOTES:
P.O.B.- POINT OF BEGINNING C/0 CLEAN -OUT
1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL P.O.C.- POINT OF COMMENCEMENT ELEC ELECTRIC
PARTS THEREOF. P.R.M.- PERMANENT REFERENCE
b ELEVATION
2. THE SOUTHERLY LINE OF GOVERNMENT LOT 3 BEARS N 89036'03"W P.C.P.
MONUMENT -
PERMANENT CONTROL CABLE PEDESTAL
AND ALL OTHER BEARINGS ARE RELATIVE THERETO. POINT IRON ROD AS NOTED A
3. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER P . C . - POINT OF CURVATURE
P.T. - POINT OF TANGENCY
SANITARY CLEAN -OUT
THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT
THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. P.I. - POINT OF INTERSECTION ED TELEPHONE PEDESTAL
R/W - RIGHT OF WAY OE ELECTRIC BOX
4. NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE CENTERLINE
LOCATION OF THE UNDERGROUND FOUNDATION OF THE BUILDING OR ELEV - ELEVATION 0 OAK TREE
BUILDINGS SHOWNHEREON . MEAS - MEASURED
5. ORIGINAL BENCHMARK IS NGS STATION WHITE 2 RESET. ELEVATION E/P - EDGE OF PAVEMENT CQw WATER METER
28.63 NORTH AMERICAN VERTICAL DATUM. 1988 ADJUSTMENT. TOB - TOP OF BANK MAIL BOX
Q SANITARY MANHOLE PINE TREE I" 40'
WELL AS NOTED
SEPTIC TANK AS NOTED
S 89036 ' 03 " E 923 . 23 ' FOUND
3/4" IRON PIPE &
LB 4108 CAP S 89° 36 ' 03 " E 344. 49 ' PORTION
OF THE PROPERTYLYING WEST OF THEAPPROXIMATE zFLORIDA EASTCOASTRAILROADLIMITOFIROON
j
PARTIALLY
COVERED BY SAVANNAHS SAVANNAHS Qcil
FOUND
3PIPE N
89036'03"W 965.38' S 89036'03"E 358.56' I
EXISTING I
RR I GAT I ON @4 WELL
ADJACENT
HOME +41.53 Ex
I ST I NG 4 I FINISH
ISHNFLOOR +24.93 o
PUMP"oUSE INDIAN
RIVER DRIVE AVD
CAPPED
E;
CW WELL42.
34 EXISTING
l
O
PUMPHOUSE
3 O R I G H T O F W A Y FOUND
NT
NO ONCRETE
S
HOG WIRE FENCE , o WELL \' +
41.34 + 341.
95' -- !2
a1 MONUMENT
NO NUF'BER 38.
74 J +35. { 3..07 j
42.32 42.66 41 2P EX ! S i ! N9 a
7.
31 '
tJ . 5 . F,:i ' W J --FOUND
3/4" IRON / 35.44 +35.79 37.35 '+3s.42 39.09° Fg; •86 1 41.4 ` 46.53 SEPTIC TANK 32.79 +
28.93 25,89
24.5
t r
PIPE &
LB 4108 CAP 36.2.3 ,F35.6ii 89 3 ' 03 " E 973, 12 ' j'^ - 2 37 74 '
35.96 36.73 3 . o 3
49.
19 ONCRE E PAD BENCHMARK 3e.s
37.7824.6724.47 4. 524'
24.22 L2 24.47
ROD & CAP
FOUND 1, IRON 2a. 37.7936.38 37.32 37.60 38.63 r 39
37
M 39.
88PROPOSEDT
4CID cP r7 +
37.03 PROPOSED M M
r 42.
0s 41 .96 42 . 22 NAVD PIPE & LB 4108 CAP Y o51.33' UNDERGROUND DRIVEWAY o 24.9 fl 3-
12 10" - F-36.31 - a0 00 0.03 N 37.
53 + J 9° ' v
PROPOSED + '+'38.24 PROPANE K N N +
42.02 + } +
1s O ° 37.45 +
37. 19 8. 15 O O 37.29 +37.89 39.03 9.7 4 .98 • -} ^ 33.00 29. 15 92 i
ND I AN 37.28
o RV GA{iAGE O EQUIPMENT PAD 53.25' 4 .08 67 25' O 36 67' a1. 3 PROPOSE 12 19 24.s9 23,gq O W 6, +
E37.38 GAT 37.45 FOR GENERATOR -- o WELL + # PROPOSED - R I VER 1 2
r 18 .
7 ' + 42. 1 0. se 40. }24. 4 APPROXIMATE Z %
i
6 • 36.89 2-8. '
37.53 `,° rtO, AND WATER PROPO D „ ao.7 +
41 . IS 42. 19
EX I
ST I N WELL +41 .6a DRIVEWAY 24
s 2a. 15 j O.
VV O
O
0 51 .33' TREATMENT +301 9,533CAR40.32
u; `' 491 8 TO BE USE FOR + 14- 24.6 O. 3e. ss
39.23 N P OPOSED ^ IRRIGATION 3a.4o
33.6a 29.51 WATER LINE
GARAGE COVERED
WALK + + + F 26.3. 5J C MEAN HIGH J SET
5/8" IRON s' 19
1 .ao
39.28 N } r`
T40.s1 48.5 r STOR iO + BENCHMARK 24431 24.03 U +34.
4e
rn PROPOSED
M 5 • 3
M S I NCE co + 40,77
TOP OF
IRON 24.3a
F- O
ROD &
3909
CAP ORCHID 42.7a a 0.1923.52 23.56 Q +39.
14 HOUSE 40,02+ + 40. 6
3 • 33' +42.26 42.59 ROD & 3909 CAPS N N
40.41 42.1 2.06 30.8 29.57 +23. 4 0 r - ` 41.
0 41.41 + 23.92 U O 38.19 10' I + 30.87 NAVD O 18" rno23.50' PRO to 38.35 + O 38.93
In Vn +40.31 +40 56 40.9 L POOL +39.12 34.16 O 88.
7814 +39.49
d - + 5.* - .---- FOUND 3/4- IRON 0p 77.00' S' 40.74 a1 .0 42. 0' O 0) 40.
7440.
e8 42.00 +41 , PIPE 3435
CAP 42 ® 40.87
5' _ I i .08 + +41.87 24.
18.E L3 5.51'N. 3.53'W 34.48 / +34.
32 38.96 39'.OS 40.23 40.50 + 40.78 40.72 N 89° 36 03"W +a1 12 955. 34 ao.96 + 3e.s + FOUND PK NAIL 23 L I
FOUND 3/4" IRON 39.71 41 .03 42.2! 2 PJ PE &
LB
4I °8 CQP ^ +39.58 + 39+88 + +39.26 +40.74 +qI .01 +41 .
08 + +41 .20 -I- +39.04 + 23.65 J 34.77 &
LB
4108 DISK .6 3.59 FOUND PK NAIL
38.73 41.26 41.7 30.35 0 2255 SOUARE
FEET AVAILABLE +41.77 +42 19 +42.19 +'41.
55 +37.52 +24.32 & LB
4108 DISK AREA FOR 1500
GALLON +42.02 ADJACENT HOME O SEPTIC TANK AND
1200 SQUARE FOOT DRAINFIELD
NOTE: THE ENT ! RE PORTION OF FINISH FLOOR Lij ?N o THE PROPERTY
BETWEEN INDIAN 37.09 NAVD Ly RIVER DRIVE AND
THE FLORIDA LINE BEARING .DISTANCE
Lu M LEGAL DESCRIPTION CL
L I
N89°36'03"W 61.90' w > EAST COAST RAILROADLIESIN +37.09 THE NORTH 92.
5 FEET OF THE SOUTH 10 ACRES OF GOVERNMENT LOT 3. FLOOD ZONr "X"
ExIST1NG L 2 S 89° 36'03"E 56.92' S S RIGHT
OF WAY 36 1 RR I GAT I ON ° SECTION 26. TOWNSHIP
35 SOUTH. RANGE 40 EAST. LE W L 3 N
89 36'03"W 32.11' O , U FOR ROADS AND
THE FLORIDA EAST COAST RAILROAD. Ex 1 sT
1 NG EXISTING WELL WELL SEPTIC TANK
a N 89°36'
03"W o (00 ACCURACY
1
wTHEEXPECTEDUSE
OF THE LAND IS RESIDENTIAL. THE MINIMUM SOUTH LINE GOVERNMENT LOT 3 • SECTION 26-35-40 > N W RELATIVE DISTANCE ACCURACY
FOR THIS TYPE OF BOUNDARY SURVEY r N S
I
FOOT
IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. 4I z
DATA
SOURCES
T
E R P4, 1 TE, 00 THE DESCRIPTION WAS
PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS
MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR
OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE.
MEASUREMENT METHODS ALL
EQUIPMENT USED
IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY
WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN
ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM
OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART
IN 50,000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL
FIELD NOTES. THE BOUNDARY WAS RMEU BY CREATING
A CLOSED GEOMETRIC FIGURE AND ANY SIDE REVISIONS. D I.
REV DRAINFIELD
6-22-II
DMJ 0 W o
W
W ry
L o
W U
Q
wn,
C
LQ
1 LLJ
ry
f %
Q
LL
Hu h DbpSft
rent 4- N N St.
LuciO County1. E,nvit0n ntAl
Neagh Division 1 i# flan ApP
ravdlfo On tr c Supersedes All S"
t`. nd \
Neil # Z Date: ": PERFO SHOTS
WERE
DONE
USING A REDUNDANCY OF MEASUREMENTS. 4 CERTIFIED TO:
Reviewer;
GEORGE PANTUSO LIMITATIONS
MALASKY HOMES
PROPERTY LIES IN
FLOOD Z.ONES~yX AE 6. & VE 10. ACCORDING TO MAP No. I2IIICO281
F. DATED 8-I9-9I w...o *DATE
OF
SURVEY: MAY 6_. 2011 BOUNDARY INCONSISTENCIES t'
THIS SURVEY IS
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL AS SHOWN HEREON
l'( RAISED SEAL. O1 THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BEL01;Y.
APPARENT PHYSICAL USE
SURVEYOR AN: Iv
PIER IN RESPONSIBLE CHARGE SINGLE FAMILY RESIDENTIAL
VACANT LAND DAVID M. JONES, FLORID", LICENSE NUMBER LS 3909 EASEMENTS NONE PROVIDED
S
I GNP"6` .NL) Si;:ALED ) DRAWN DMJ CHECKED
DMJ
DATE
5-
9-
11
SCALE I" - 40'
JOB
NO. II-
031 SHEET
FB 456.
PG
8 oF I . SHEETS 26-35-•40