HomeMy WebLinkAboutsurvey-001.pdfLOT 19
BLOCK 163
OCCUPIED
10'DR4INAGEAND
U77LITYEASEMENT
10'DRAINAGEAND
UTILITYEASEMENT
LOT 2
BLOCK 163
OCCUPIED
_168.45' _
S 89058'10" W
(NO ID) 19.35
10-DRAINAGEAND S89°5 '10"HSIIED
0 19' FND 5/8"IR 160.00' 889,58,101,W
20,52 0 o UTIUTYEASEMENT (NO ID)
MIN, SETBACK RE®.
T.6o' 20,
PROPOSED o 21,73
42.60'
752' SHED g x 24.37' •, 8 FRONT'
16.00' x 20,62 ci P1E'EL
-
„ :CONCRETE °" SIDES
ursroE
•METCNR SIDES
AL y .20' 2,11 '`'
FENCE
22.49 pj REAR
,'CONCRETE<.i �I
x21,94 TI
PAa =
�o `! 6o.1s' $ o v LTECH._�Al .
iA 42.70' 6.2Y °D Lo
0
M °
0 2 STORYCBS LOT 4 'f 21.5 a LOT 5
LOT 3 v &FRAME
21.31 BLOCK 163FFEIDZZCe BLOCK 163 22.68 '. ,;ig F BLOCK 963
VACANT
5.30'
49.83' 21.70' M 39.89' 43.1" `.:
COVERED BRICK 21.99
22,12 ENTRY PATIO
22.03
SEPTIC
N AREA
_ FND 4X4" CM
16C.00' (NO ID)
04X4"CM
(NO ID)
S 89058'10" W
20,19
N
FND NAIL &DISK 20'78 c
LB # 7903 21,05
168.66' 160.00' o�ncor S 89058'10" W
~— 0,82 —CSL R -em D — —
S 89°58'10" W 7O Pww 2o'ASPIIALT
20,84
NOTE: ADDED PROPOSED UTILITY SHED; ON SKIDS, NO CONCRETE FLOOR.
CERTIFIED TO:
KENNETH W. RODGERS;
2002
O
SET NAIL &DISK
LB # 7903
BENCHMARK
ELEV. = 21,20'
EMMA
513.45'
2 S 89058'10" W
20,84
LEGEND * A613REVIATION5: GRAPHIC SCALE IN FEET
A
ARC LENGTH
ORB
,
Boundary * Topographic Survey For:
A/C
AIR CONDITIONER
P
PLAT DATA
BSL
BUILDING SETBACK UNE
PB
PLAT BOOK
Kenny Rod ers File Cop
CALCULATED FROM FIELD MEASUREMENTS
LOT 18
LOT 17
LOT 16
CONCRETE BLOCK STRUCTURE
BLOCK163
BLOCK 163
BLOCK 163 STREET ADDRESS:
CONCRETE
OCCUPIED
OCCUPIED
OCCUPIED
CONCRETE MONUMENT
POC
POINT OF COMMENCEMENT
7200 ROBERTS ROAD, FORT PIERCE, FL 34951
CENTERUNE
PSM
PROFESSIONAL SURVEYOR & MAPPER
LEGAL DESCRIPTION:
DRAINAGE & UTIUTY EASMENT
R
4'METAI. I
FENCE
—'�-X "'q`� Ii
FND Be"IR LOTS 3 AND 4, BLOCK 163, LAKEWOOD PARK UNIT NO.
20.24 (NO ID) 12, ACCORDING TO THE PLAT THEREOF RECORDED IN
FND 4X4" CM
OHP - GNP - GNP - GNP - OHP - NHP 16
X -�'"R
00' OHP - OHP - GNP - OHP - GNP - OHP
10- DRAINAGE AND PLAT BOOK 11, PAGE 26, OF THE PUBLIC RECORDS OF 0 30'
URLITYEASEMENT SAINT LUCIE COUNTY, FLORIDA.
_168.45' _
S 89058'10" W
(NO ID) 19.35
10-DRAINAGEAND S89°5 '10"HSIIED
0 19' FND 5/8"IR 160.00' 889,58,101,W
20,52 0 o UTIUTYEASEMENT (NO ID)
MIN, SETBACK RE®.
T.6o' 20,
PROPOSED o 21,73
42.60'
752' SHED g x 24.37' •, 8 FRONT'
16.00' x 20,62 ci P1E'EL
-
„ :CONCRETE °" SIDES
ursroE
•METCNR SIDES
AL y .20' 2,11 '`'
FENCE
22.49 pj REAR
,'CONCRETE<.i �I
x21,94 TI
PAa =
�o `! 6o.1s' $ o v LTECH._�Al .
iA 42.70' 6.2Y °D Lo
0
M °
0 2 STORYCBS LOT 4 'f 21.5 a LOT 5
LOT 3 v &FRAME
21.31 BLOCK 163FFEIDZZCe BLOCK 163 22.68 '. ,;ig F BLOCK 963
VACANT
5.30'
49.83' 21.70' M 39.89' 43.1" `.:
COVERED BRICK 21.99
22,12 ENTRY PATIO
22.03
SEPTIC
N AREA
_ FND 4X4" CM
16C.00' (NO ID)
04X4"CM
(NO ID)
S 89058'10" W
20,19
N
FND NAIL &DISK 20'78 c
LB # 7903 21,05
168.66' 160.00' o�ncor S 89058'10" W
~— 0,82 —CSL R -em D — —
S 89°58'10" W 7O Pww 2o'ASPIIALT
20,84
NOTE: ADDED PROPOSED UTILITY SHED; ON SKIDS, NO CONCRETE FLOOR.
CERTIFIED TO:
KENNETH W. RODGERS;
2002
O
SET NAIL &DISK
LB # 7903
BENCHMARK
ELEV. = 21,20'
EMMA
513.45'
2 S 89058'10" W
20,84
LEGEND * A613REVIATION5: GRAPHIC SCALE IN FEET
A
ARC LENGTH
ORB
OFFICIAL RECORDS BOOK
A/C
AIR CONDITIONER
P
PLAT DATA
BSL
BUILDING SETBACK UNE
PB
PLAT BOOK
C
CALCULATED FROM FIELD MEASUREMENTS
PCP
PERMANENT CONTROL POINT
CBS
CONCRETE BLOCK STRUCTURE
PG(S)
PAGE(S)
CONC
CONCRETE
POB
POINT OF BEGINNING
CM
CONCRETE MONUMENT
POC
POINT OF COMMENCEMENT
CA
CENTERUNE
PSM
PROFESSIONAL SURVEYOR & MAPPER
O&UE
DRAINAGE & UTIUTY EASMENT
R
RADIUS
ELEV
ELEVATION
R/W
RIGHT OF WAY
FFE
FINISH FLOOR ELEVATION
TOB
TOP OF BANK
FND
FOUND
TOS
TOE OF SLOPE
ID
IDENTIFICATION NUMBER
UE
UTILITY EASEMENT
IF
IRON PIPE
'd'
ELEVATION (TYPICAL)
IR
IRON ROD
WATER METER
IRC
ROD & CAP
SEWER MANHOLE
LB
.IRON
UCENSED BUSINESS
Q
UTIUTY POLE
LS
LICENSED SURVEYOR
DELTA
M
MEASURED DATA
ELECTRIC SERVICE BOX
NAVD
NORTH AMERICAN VERTICAL DATUM
TELEPHONE SERVICE BOX
OHP
OVERHEAD UTIUTIES
GENERAL NOTES:
1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF ROBERTS ROAD, AS
MONUMENTED, HAVING A BEARING OF S89'58'10"W, ACCORDING TO THE PLAT OF LAKEWOOD PARK
UNIT NO. 12, AS RECORDED IN PLAT BOOK 11, PAGE 26, PUBLIC RECORDS, SAINT LUCIE COUNTY,
FLORIDA.
2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION
CERTIFICATE.
3. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
REFERENCE BENCHMARK BEING ST. LUCIE COUNTY BENCHMARK "TONIC".
4. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON,
5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY,
EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. THE LAST DATE OF FIELD WORK WAS JULY 20, 2017.
10. DISTANCES ARE SHOWN IN US SURVEY FEET AND DECIMALS THEREOF.
/ U COPYRIGHT ARNOLD SURVEYING, INC. 2017
'Afvs//�7 ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE IN5TRUCTION5
{'/�• / OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC.
'CHARLESARNOLD A DATE SIGNED THE REPRODUCTION DR UNAUTHORIZED USE OF THE5E DRAWING5 OR ANY
PROFESSIONAL SURVEYOR &MAPPER OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERM155ION FROM
AKNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED. THIS DRAWING OR
FLORIDA LICENSE NO. 4971 DOCUMENT 15 PROTECTED 5Y FEDERAL COPYRIGHT LAW5.
JOB NO. 17-553
AUOLD SURVEYING. INC.
DATE: 7/23/2017
PROFESSIONAL SURVEYORS AND MAPPERS
SCALE: 1"=30'
FLORIDA LICENSED BUSINESS NUMBER 7903
DRAWN BY: CA
4688 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951
REVIEWED BY: CA
24 VERDE VISTA, FORT PIERCE, FLORIDA 34951
(772) 460-8211 SURVEY®ASI-SURVEY.COM