HomeMy WebLinkAboutRevised SurveyPROJECT
S I T E
SAVANNAH ROAD
a
vZ
SURVEYOR'S NOTES:
1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL
("
no
PARTS THEREOF.
olp
2. THE SOUTHERLY LINE OF GOVERNMENT LOT 3 BEARS N 89036'03"W
AND ALL OTHER BEARINGS ARE RELATIVE THERETO.
3. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER
-`
THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT
RIO VISTA
DRIVE
THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
4. NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE
LOCATION OF THE UNDERGROUND FOUNDATION OF THE BUILDING OR
BUILDINGS SHOWN HEREON.
5. ORIGINAL BENCHMARK IS NGS STATION WHITE 2 RESET. ELEVATION
28.63 NORTH AMERICAN VERTICAL DATUM. 1988 ADJUSTMENT.
LOCATION
°
MAP
S 89036'03"E 923.23'
Ln
ul
PORTION OF THE PROPERTY LYING WEST OF THE
w
FLORIDA EAST COAST RAILROAD
0
N
PARTIALLY COVERED BY SAVANNAHS
0
N
Z
N 89036'03"W 965.38'
N M
LEGEND:
P.O.B.-
POINT OF BEGINNING
C/0
- CLEAN -OUT
P.O.C.-
POINT OF COMMENCEMENT
ELEC
- ELECTRIC
P.R,M.-
PERMANENT REFERENCE
- ELEVATION
MONUMENT
P.C.P.-
PERMANENT CONTROL
[0
CABLE PEDESTAL
POINT
•
IRON ROD AS NOTED
P.C. -
POINT OF CURVATURE
SANITARY CLEAN -OUT
P.T. -
POINT OF TANGENCY
P.I. -
POINT OF INTERSECTION
[
TELEPHONE PEDESTAL
R/W -
RIGHT OF WAY
O
ELECTRIC BOX
-
CENTERLINE
ELEV -
ELEVATION
*a
OAK TREE
MEAS -
MEASURED
E/P -
EDGE OF PAVEMENT
C®
WATER METER
TOB -
TOP OF BANK
o
MAIL BOX
O SANITARY MANHOLE.xv.
@4- WELL AS NOTED
PINE TREE
TX_l SEPTIC TANK AS NOTED
FOUND 3/4" IRON
PIPE & LB 4108 CAP
Z
APPROXIMATE
LIMIT
OF
0,
SAVANNAHS
i
O
O
FOUND 3/4" IRON cp•
PIPE & LB 4108 CAP
I" - 40'
S 89°36'03"E 344.49' /%
S 89036'03"E 358.56'
EXISTING
IRRIGATION (jYt►
WELL
/ ADJACENT HOME
0 FINISH FLOOR +41.s3
EXISTING +24.93
PUMPHOUSE\ 4 1. 53 NAVD INDIAN RIVER DRIVE
CAPPED
WELL
-
_ WAY
EXISTING a2.3a 30 R I GHT Of - FOUND 4-X4'CONCRETE
-�-7 +3e.7a 5' HOG WIRE FENCE WELL 41.34
-I- PUMPHOUSE 341.95' ` MONUMENT NO NUMBER
y FOUND 3/4" IRON +35,44 ' 35.79 t36.35 +37.35 + +39.09 39.07 + 42.32 +42.66 ll�41 .2 EXISTING 7. 31 ' N . 5 .63' W
PIPE & LB 4 108 CAP 36.23 +35.60 �� 38.42 ° 39.86 "
37 74 35.9637.1 89 3 ' 03 " E 973 . 12 ' 3 59 41 .46 +4 ,53 SEPTIC TANK 9 +32 79 +28 93 25 89+. 224^5
z-7 37.79 36.73 35. 37.32 37.6041.19 4 1.8 ONCRE E PAAl 0 D 244 24.22 L2
y ` 36.38 F 14 38.63 39 37 39.88 -� � BENCHMARK 38.5 37.78 24 24.47 24.10
'n r. 42.06 FOUNT IRON
24RON 24.
37.03 PROPOSED M rr) PROPOSED + ROD & CAP + PIPE & LB 4 IRO CAP 24.9
3-12"10"8' } 0 51.33' UNDERGROUND "' '�' DRIVEWAY 196 ROD NAVD `90 V� +
36.31 PROPOSED • + +38.24 PROPANE K 0 °o . o.os 0 37,s3 Z THISPORTION
THE ION
e. 15 O RV GARAGE O 37.29 -I N N + 42.°2 } 23. 2 LIES I N
W / 37.4s 37.19 37.b9 EQUIPMENT PAD 39.03 53.25' 9•7 a .88 � + + + + .18 Np PROPERTY
0 0
z �' +36.89 7.38 +37.45 � 4 .08 67 25' 36 67' +4'1 3 PROPOSE � .19 � 00 29.15 0
FOR GENERATOR o 1 2' 24.89 O INDIAN
v' 12" 2_g 37.s3 M FINISH FLOORM 18. 7 + WELL +42.1 o.aa4o. PROPOSED 2 s4 �`' FLOOD ZONES
o y 42.19 R I VER
p� 0 38.85 NAVD AND WATER PROPOS D 3 CAI 4, 4 op
z °n 51 .33' TREATMENT 40.7 41 . IS + DRIVEWAY 24.s 24. 15 AE 6 & VE 9
39.53 GARAGE o.32 41 8 EX I ST IN WELL 41 .68
8.19 +38.55 39.23 `� + FF 41.7 NAVD u' COVERED WALK (� + } TO BE USE FOR s
V �7 SET 5/8' IRON N ,� N � 11.80 + + + + 26.3e 24.61 cl APPROXIMATE p
Y + PROPOSED ORCItI D 40.51 48. 5 IRRIGATION
39.28 38.40 33.64 29.51 24 I
1- 34.48 ROD & 3909 CAP a' M r\ MEAN HIGH
Q c • + HOUSE FINISH FLOOR 5 ' 3 K, + +40.77 BENCHMARK 24.3 24.03 WATER LINE
p O^ p 39.14 N N 41 . 73 NAVD 40.02{ 0. 19 co co 42.26 42.74 + TOP OF IRON 24.34
6' �\ ` 18" 38.19 O� 0 23.50' 10' +4o.a1 ao.,6 3.33' + a2.s9 -
30.87 NAVD +23. 4 �
8.73 +38.93 1l F +0 56 40.9 PRO 41.0 PROPOSED +41.41 L 0.0-29.57
r 42.1 2.06 ROD & 3909 CAPS 23.52 23.56
p. Gj 8.78 14 +39.49 �t 77.00' 40.31 _ POOL V + +34.16 p
!/ 2 STORY RESIDENCE 38.3s 23.92
5'40.74 al.o 42. 0' FINISH FLOOR 39.12
40.74 +4o.ea 5+- 42.40 NAVD O �p
34,4e + 42 10.92' 40.87 5' I I.08' 42.00 + + +41. O FOUND 3/4" IRON
FOUND 3/4" IRON cp
34.32 38.96 ' 39.05 40.23 40.50 40.78 40.72 0 41 •87 24 18 PIPE 3435 CAP
PIPE & LB 4108 CAP +39.58 +393 871 + +41 03 N 89 36 ' 03 "W +41 12 955 . 34 1.CQU I PMENT PADS +42.21 + L3 5. 51 ' N. 3.53'W
-� 41 .01 + 38.
8 8 FOUND PK NA I L
+38.73 +39.26 40.74 41 .08 +41 .26 +41 .20 •E I .90 NAVD �- +34.77 43. L I
0 2255 SQUARE FEET AVAILABLE + + + 39.04 & LB 4108 DISK +?3.59
-�J AREA FOR 1500 GALLON 41.77 + 42, 19 + 41.7 +30.35 + 23.65 FOUND PK NA I L
42. 19 + 41.55 +37 52 24.32 & LB 4 108 DISK
SEPTIC TANK AND 1200
42.02 ADJACENT HOME
SQUARE FOOT DRAINFIELD NOTE: THE ENTIRE PORTION OF
FINISH FLOOR
THE PROPERTY BETWEEN INDIAN 37.09 NAVD
*LEGAL DESCRIPTION o RIVER DRIVE AND THE FLORIDA LINE BEARING DISTANCE
THE NORTH 92.5 FEET OF THE SOUTH 10 ACRES OF GOVERNMENT LOT 3. EAST COAST RAILROAD LIES IN L I N 89036'03"W 61.90'
3
FLOOD ZONE "X" +37.09
SECTION 26, TOWNSHIP 35 SOUTH. RANGE 40 EAST, LESS RIGHT OF WAY EXISTING L 2 S 89°36'03"E 56.92'
FOR ROADS AND THE FLORIDA EAST COAST RAILROAD. .36 L 3 N 890 36'03"W 32. I i
IRRIGATION
EXISTING EXISTING 0 WELL
*ACCURACY
N 89036 ' 03 " W WELL SEPTIC TANK
THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM SOUTH LINE GOVERNMENT LOT 3. SECTION 26-35-40
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY
IS I FOOT IN 7,500 FEET WHICH WAS MET IN THE CASE OF THIS
SURVEY.
-DATA SOURCES
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. Y i
MEASUREMENT METHODS'
ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED'_,.J�,�-g4
WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS ,
PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY &�,.1�•"
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 DRAWN
PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE
SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -CERTIFIED TO: DMJ
CHECKED
-LIMITATIONS
GEORGE PANTUSO DMJ
PROPERTY LIES IN FLOOD ZONES X. AE 6. & VE 9. ACCORDING TO MALASKY HOMES
DATE
MAP No. 12111CO193 F. DATED 8-I9-9I
5-9-II
-BOUNDARY INCONSISTENCIES
*DATE OF SURVEY: MAY 6. 2011 SCALE
AS SHOWN HEREON
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL 1" -40*
°
RAISED SEAL Cr-THE FLORIDA LICENSED SURVEYOR AND MAPPER JOB NO.
*APPARENT PHYSICAL USE
NAMED B� L_OG'J .
/�PII-031
»SURVEYOR AND MPEP, IN RESPONSIBLE CHARGE SHEET
SINGLE FAMILY RESIDENTIAL VACANT LAND DAVID M. JONES, FLORIDA L CENSE NUMBER LS 3909
EASEMENTS
NONE PROVIDED
moo..._.,.-...�.
(SIGNED AND SEAI_ED)l _
F B 456 . PG 8 OF I SHEETS
26-35-40
REVISIONS
BY
3. ADD FINISH
FLOOR 8-23-II
DMJ
2. MISC REV'S
7-20-1I
DMJ
I. REV DRAINFIELD
6-22-II
DMJ
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