HomeMy WebLinkAbout1108-0318-REVISED SURVEYPROJECT
S I T ESAVANNAHROADa
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 THEw
FLORIDA EAST COAST RAILROAD0
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 DRIVECAPPED
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 0D
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 `
90V + 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 0z ' +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 y42.19 R I VER p 038.85 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 39.53GARAGEo.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
8FOUND 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 USENAMEDB 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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