HomeMy WebLinkAboutSurvey Plot PlansCONIFER DRIVE (60' R/W)
PROJECT RERC'HMARK
yi
SET NAIL/TIN`tAB'(9_d ID) 2' VALLEY
GUTTER
CALCULATED
..ELT_7fOOT56 (ASSUMED) (TYPICAL)
7Op
111
p S
21Z
9
FND 4"X4"
51.00'
CM (NO ID) 9g.79 ASPHALT
-
99 57
-
(0.1' NORTH,
0.1' WEST) N89°09'18"W FND IRC 7055
0
FND 4"X4" CM (NO ID) o �O O
®
(0.3' NORTH,
C1 71.83'
(0.1' EAST)
0.2' EASTp77
R/w
C2 10' D.U.E. ow-
11, 70°
2
-
R/W LINE
C/ `-
Af
0Q
F�
O
s 0_
01. G�-
a
25.3' 2.7' 2.7'
•O
m O
LLJ
^3i
^� ^ "� COVERED
ENTRY
N _
d- O
�c o p m
Oio 1 0
22.2' 11.3' .7'
O
G' 0
0
1 7 25.3'
13
� p
LOT 1 �
io 3 6.5, 6.2
Ln
O(VACANT)
el
LOT 101
X1:70-
LOT 102 IS(VACANT)tO
69)
PROPOSED 10�' la
iol RESIDENCE
Z°
(OTC
LOT 100 N ^
(VACANT) 't N
_ SED a
E=1.01.5I
�-
LOT 68
LOT 99
1�3'-m1fi�4' ItO
(VACANT)
(VACANT) 0
25.3' 27.0' r 18.0' �15.7
103.5'
CD
25.3'
OV ED
7�32,
0 3 0•
772
N
9'
Oq 4 L6
°I 7p�
SPOIL
7pS PILE I
FND IRC 7055
4
-�--OHU
J
10' D.U.E.
EAST)
W E
OHU
OHU-
HU
ti
MIN. S T Cf� E S89°09'18"E
e9
'o0
'o -°
�A"
S
FRONT
110.59'
s'
SCALE 1 "=40'
sTDES -
°" UNPLATTED ACREAGE
CNR SIDE5____4o&,�rT--
LEGEND
REAR CURVE DATA:
= CENTRAL ANGLE
ZNG. �r
R
= CURVE RADIUS
TECH. `��U C1 C2
L
CFIVE LENGTH
R=25.00' R=50.00'
(c)
= CALCU A ED
CERTIFIED TO: 0=42.50'00" 0=28.40'20"
(P)
FRO
=PLAT
=FOUND
GHO MEADOWOOD CORPORATION
IR
IP
= 5/8° IRON ROD
1 2' IRON PIPE
I LE9 c
ORB
= OVERHEAD UTILITIES
DESCRIPTION
CM
= CONCRETE MONUMENT
FIFEFINISH
FLOORLOOR ELEVATION
LOT 102. MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS
PKD
= PK NAIL AND DISK
P.LRECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PROFESSIONAL LAN
LAND suRvsroR
Le
LB
=LICENSED BAL
- BUSINESS
SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS.
P.B.
R/W
= PLAT BOOK
= RIGHT-OF-WAY
SURVEY NOTES
®
=ET STING WELL
Q
= AT &T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
®
= WATER METER
Professional Land Surveyor.
- WOOD POWER POLE
i 2. Description provided by client and/or their agent.
0
= SET IRC LS 7056
3. The last date of field work was November 7, 2019.
CONC
= CONCRETE
4. Underground improvements and foundations were not located as port of this survey.
IRC
= g5 IRON ROD & CAP
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing
D.U.E.
= DRAINAGE AND UTIUTY EASEMENT
N89'09'18"W, as monumented. All bearings are relative thereto.
X-=
6' VINYL FENCE
6. All boundary information shown is calculated per plat, unless otherwise shown.
0
- CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
V
= FIRE HYDRANT
B. Additions or deletions to survey maps or reports by other than the signing party or
A
- WATER VALVE
parties is prohibited without written consent of the signing party or parties.
9. All elevations shown are based on an assumed datum.
NSLRWCD
= NORTH ST. LUCIE RIVER WATER
CONTROL DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY III BY:
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
119.1850-2261 MWH 1 11/11/19 119.1850-2261
CPS I RCL 1 1"=40' 1 1 OF 1
09 DA
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
RECEIVED
/ qia- 05169
CALCULATED
POSITION
51.00'
FND 4"X4" CM (NO ID
(0.1' NORTH,
0.1' WEST)
FND 4"X4" CM (NO ID
(0.3' NORTH,
0.2' EAST)
R\e-
C
�f 10' D.U.E.
CONIFER DRIVE (60' R/W)
PROJECT
SET NAIL/TIN ETABMARK (NO ID) 2' VALLEY GUTTER
7EL=100.00 (ASSUMED) /_(TYPICAL)
N89'09'18"W® �(D IREAS0)5
R/W LINE
25.2' 2.I 2.6' I
V pU pM
rid �r
22.2' 2.3' 0.7' LLI
13.2' 25'4' cv _ LOT 103
dN- Lo LOT 1 2 6.5' s.9' d 00
LOT 101 O dl EXISTING I� L� 0
FORMBOARDS a) Ln
TOP OF FORMS 't 0 0
00 I FF1 410716 3' I Z
0 o °
N
� II
L• L — — N �J
_ � FND IRC TOSS
10' D.0 E. (0.1' EAST) W E
�-OHU OHU OHU OHU-
S89'09'18"E S
110.59
UNPLATTED ACREAGE
St. Welle 1003A 1 —
Dat0 Ry'
..lnit.
Approv6CLGEN D
CURVE DATA:
A = CENTRAL ANGLE
R = CURVE RADIUS
CERTIFIED TO: C1 C2
L =CURVE LENGTH
R=25.00' R=5000'
(P) = CALCULATED
GHO MEADOWOOD CORPORATION .
() = PLATA=42"50'00'
A=28'40120'
I FND = FOUND
ERMIT
1912-0549 L=18.69' L=25.02'
R P i/= 5/2- IRON ROD
IIRON PIPE^
CHU - OVERHEAD UTILITIES
DESCRIPTION
CM = CONCRETE MONUMENT
FFE - FINISH FLOOR ELEVATION
LOT 102, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS PKD - PK NAIL AND DISK
RECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA. P'LS. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS.
R/W - RIGHT-OF-WAY
SURVEY NOTES
®o. =AT&TPEDSAL
1. This survey is not valid without a signature and original embossed seal of a Florida ® - WATER METER
Professional Land Surveyor.
c0b = WOOD POWER POLE
2. Description provided by client and/or their agent.
0 = SET IRC LB 7056
3. The last date of field work was March 10, 2020 (F.B 19-258/26).
CONIC = CONCRETE
4. Underground improvements and foundations were not located as part of
this survey. IRC - #5 IRON ROD @ CAP
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing D.U.E. = DRAINAGE AND UTIUTY EASEMENT
N89'09'18"W, as monumented. All bearings are relative thereto.
X- = s' VINYL FENCE
6. All boundary information shown is calculated per plat, unless otherwise shown.
0 - CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111 CO160 J, dated 2-16-12.
�x = FIRE HYDRANT
8. Additions or deletions to survey maps or reports by other than the signing party or A = WATER VALVE
parties is prohibited without written consent of the signing party or parties.
NSLRWCO - NORTH ST. LUCIE RIVER WATER
9. All elevations shown are based on an assumed datum.
CONTROL -DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS Or RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHXRD C. LAVE E, FLORIDA P.L.S. #5209 = DATE
I 1 I FORMBOARD TIE-IN SURVEY 13/11/201
11 19.1850-226 1 M WH 1 11 /11 /19 119.1850-2261
GPS I RCL 1 1"=40' 1 1 OF 1
BOUNDARY
Y
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTLJRE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX