HomeMy WebLinkAboutSurveyTYPE OF SURVEY.1
BOUNDARY
I PLOT PLAN
U C TIE IN
FOUNDATION
FINAL
COMPLETED ON:
1 12-11-19
7-15-20
LEGAL DESCRIPTION:
o
SURVEYOR'S REPORT:
LOTS 19 AND 20 IN BLOCK 3 OF
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
RUHLMAN SUBDIVISION, ACCORDING
SHOWN HEREON.
TO THE PLAT THEREOF AS RECORDED
W,
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
.IN PLAT BOOK 9, PAGE 55, OF THE
O
LOCATED UNLESS OTHERWISE SHOWN.
PUBLIC RECORDS OF ST. LUCIE
Z
3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
COUNTY, FLORIDA.
II
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
lip
12111CO177 J, EFFECTIVE DATE FEBRUARY 16, 2012.
.,
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
DBESVERIFIED
ABBREVIATIONS:
SAA Y. E
SURVFLOOD
ESHOULD YOR
(C) = CALCULATED
V) i; j
J
BYVIDED
ZONE DETERMINATION
I NAT I ONAGENCY
(M) =MEASURED
0
�
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
=
OF LOT 19 ASSUMED TO BEAR S00'15'21"W.
(P) = PLATTED
CL V)
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS =CONCRETE BLOCK STRUCTURE
.-
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CMP = CORRUGATED METAL PIPE
FEET.
CLF = CHAIN LINK FENCE
7. ALL MAPPED FEATURES -SHOWN HEREON ARE UNDER THE
CNS = COULD NOT SET
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
CONC = CONCRETE
M
J. PIAZZA PSM, INC.
FFE = FINISHED FLOOR ELEVATION
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
FND = FOUND 5/8" IRON REBAR
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
IRC = 5/8" IRON REBAR WITH PLASTIC
CAP
FLORIDA LICENSED SURVEYOR AND MAPPER.
IR = 5/8" IRON REBAR
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PCOR = PROPERTY CORNER
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PL = PROPERTY LINE
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
PARTIES.
R/W = RIGHT -OF --WAY
0 = SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
LOT 5
'LOT 6
BLOCK 3
BLOCK 3
LOT 4 BLOCK 3
VACANT
VACANT
FFE= 16.48
LOT 7
WELL & SEPTIC
BLOCK 3
>75' NO INTERFERENCE
01 .00, P VACANT
FN° 3�4" N89-52'53" 99.87'.(C)
IRON PIPE
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COMPLETED ON:
vvv,vvi,,. ,
12-11-19
7-15-20
- 'LEGAL DESCRIPTION:
o
SURVEYOR'S REPORT:
LOTS 19 AND 20 IN BLOCK 3 OF
M
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
RUHLMAN SUBDIVISION, ACCORDING
SHOWN HEREON.
- TO THE PLAT THEREOF AS RECORDED
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
IN PLAT BOOK 9, PAGE 55, OF THE
O
LOCATED UNLESS OTHERWISE SHOWN.
PUBLIC RECORDS OF ST. LUCIE
Z M
3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
COUNTY, FLORIDA.
II
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
LU
12111CO177 J, EFFECTIVE DATE FEBRUARY.16, 2012.
.�
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS:
O U ,
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
(C) = CALCULATED
U
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE
(M) =MEASURED
2 U
OF LOT 19 ASSUMED TO BEAR S00'15.21"W.
(P) = PLATTED
6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
CBS =CONCRETE BLOCK STRUCTURE
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
CMP = CORRUGATED METAL PIPE
O
FEET.
CLF = CHAIN LINK FENCE
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
CNS = COULD NOT SET
T
DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER
CONC = CONCRETE
J. PIAZZA PSM, INC.
FFE = FINISHED FLOOR ELEVATION
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
FND = FOUND 5/8" IRON REBAR
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A
IRC = 5/8" IRON REBAR WITH PLASTIC
CAP
FLORIDA LICENSED SURVEYOR AND MAPPER.
IR = 5/8" IRON REBAR
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
PCOR = PROPERTY CORNER
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PL = PROPERTY LINE
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PUDE = PUBLIC UTILITIES AND DRAINAGE
EASEMENT
PARTIES.
R/W = RIGHT-OF-WAY
0 = SET 5/8" IRON REBAR WITH
PLASTIC
CAP "AJP PSM 6330"
LOT 5
LOT 6
BLOCK 3
BLOCK 3
LOT 4 BLOCK 3
VACANT
VACANT
FFE= 16.48
LOT 7
WELL & SEPTIC
BLOCK 3
>75' NO INTERFERENCE
,�, 1400, P VACANT
FND
3'
4" �� N89-52'53" 99�C�
IRON
PIPE
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ENTRY
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S89'52'53"W 610.19:(C)
611.00 P
MELTON DRIVE SITE BENCHMARK
SET NAIL
50' R/W — MILLINGS ROAD ELEV= 17.24 NAVD 1988
MELTON DRIVE LAST FIELD DATE: 5-01-20
SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0:
THE OUTDOORS QUALITY, LLC.
DATE: 7-15-20 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: AJP*LEB#7
Port St. Lucie, Florida 34983 ®®09
JOB NO.: Phone: (772) 340-7770 !;V!Se 20-5834280 Fox: (772) 340-2250c' . oe� 6•
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nnu
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K:\BUILDERS\DWG2020\20-5834.dwg, 7/16/2020 11:56:46 AM