HomeMy WebLinkAboutSURVEYS�� I "10
__ 0��l k
"PSM
LOT 8
BLOCK 37
z
IS
29.96'
r)
NO WELLS
WITHIN 75'
"PSM 6376"
&WT 18
BLOCK 37
N58011
LOT 7
BLOCK 37
9 1
SITE BENCH MARK
FD NAIL&DISC
NO ID
EL 17.02
OCT 181019
PerMitting.DepEI'tlllent
St. LU", County
LOT 19
BLOCK 37
LOT 6
BLOCK 37
1A
FORMBOARDS ONLY
ELEVATION = 19.76
TOP OF FORMS
28.7'
b 54.T
*Aj,,,49
100-1E
PROPOSED
CULVERT
INVEFrr=15.3
C.L. MIDWAY RD.
10D- R/W (p) 3tr PAVED
FOUNDATION FORMBOARD 10-14-19
ABBREVIATION LEGEND: LEGAL DESCRIPTION:
CONC CONCRETE LOTS 6 AND 7, BLOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO
WUP. WOOD UTILITY POLE THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 49, OF THE PUBLIC
5
FO FOUND RECORDS OF ST. LUCIE COUNTY. FLORIDA.
LOT 20 cOR CORNER
BLOCK 37 LB LICENSED BUSINESS
IR 5/8"IRON ROD LOTAREA: 44,000.00 SQ. FT.; 1.010 ACRES±
IR/C 5/8"IRON ROD & CAP
WM WATER METER STREET ADDRESS: 504 E. MIDWAY RD, FORT PIERCE, FLORIDA.
SET 1/2"IR/C TYP- TYPICAL
VSM 6376-
DE DRAINAGE EASEMENT SURVEYORS'NOTES:
---------- Uf------CMUTY EASEMENT 1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO
> (P) PLAT DIMENSION
(C) CALCULATED PER FIELD CONDITIONS THE LINE LABELED (BEARING BASIS) AND ARE GIVEN FOR THE PURPOSE OF
00 MEASURED DIMENSION DELINEAMN-GLANGUES -ONLY.
C.L. CENTIRLINE 2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN
R/W RIGH OF -WAY FEET. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE
PSM PROFLSSIONAL SURVEYOR & MAPPER ARE INTENDED FOR CONSTRUCTION AND/OR DESIGN PURPOSES.
1170 DENCTES SPOT ELEVATIONS
LOT 5 80 BUILDING DEPARTMENT 3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WTH "PLAr AND
BLOCK 37 TYP TYPICAL DESCRIPTON DATA UNLESS OTHERWISE NOTED.
FFE FINISHED FLOOR ELEVATION
a 4. ELEVATIONS SHOWN -HEREON ARE BASED ON THE NATIONAL ADJUSTED VERTICAL
DATUM OF 1988 (NAVD88). THE ORIGINATNG BENCHMARK IS PORT ST. LUCIE
BENCHMARK DESIGNAT10N "TROY" WTH A PUBLISHED ELEVATION OF 15.654 FEET. THE
EXPECTED ACCURACY OF THE FIFVAT16NS SHOWN HEREON IS 0.02 FEET, FOR THE
HARD SURFACE ELEVATIONS AND 0.1 FEET. FOR THE SOFT SURFACE ELEVATIONS.
5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X, PER F.E.M.A. FLOOD
INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012.
SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE NTH A F.E.M.A. ELEVATION
CERTIFICATE.
6. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE
NOT LOCATED AS PART OF THIS SURVEY.
7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE
HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.'
9. 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.
10. PARCEL ID NO. 3402-605-0096-000-9.
ELL 11.LAST DATE OF FIELD SURVEY WAS 7-28-2019
sET 112"IRt FD S/8-IR/C_ CERTIFICATION
SI go �C
"PSM 6376 100.00,(p) loo.29IM) "AS' 7903" 1 HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED
(Wj .29il"(M)
UNDER My SUPERVISION AND IT COMPLIES WTH THE MINIMUM TECHNICAL
NSB*11'00"E 500.00'(P)(MV)
>j j� SYANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS
IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA ADMINISTRATIVE CODE,
b PURSUANT TO SECTION 472.027, FLORIDA STATUTES, 4ND' NRTHE!R THAT THERE
ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS (.1144St,SWOWN-OR-NIOTED.
SCANNED
�Iy BY A
N58'11'00"E 530.OW(P)(M)
St. LmieCouriltv STEVEND. PSM
ispo FDNAILIN�w PSM #6376-,--
CUT OUT
4 d aVyl' §grvey. -
NO ID I - oun
MARSHALL Trepored_ork," 009r, of'.
IVIATT�E- J4 CALLAHAN
CERTIFIED TO: Surveying & Mapping j , , ,
MATTHEW J. CALLAHAN F 321 HOLLY AVE Field: SM & LM Ijob No.: 19:0728
Port Saint Lucie, Florida 34952
Drawn: RAH I Date: 07/23/2019
LOT 17
BLOCK37
SET 1,
"PSM
LOT 9
BLOCK 37
11 =
w
.4
Uo .... id.6,
6
C*)
30.0'- 1
LOT 18
BLOCK37
N58011'00"
LOT 19
BLOCK 37
a __�
LOT 6
LOT 7
BLOCK 37 BLOCK 37
(VACANT) (VACANT)
'A
.............. NOTE- SLOPE TO MIN 6" BELOW
ADJXCENT BUILDING GRADE
' . . /.� z
................ LU
PATIO
PROPOSED 3
BEDROOM 2 1/2 BATH
FRAME RESIDENCE A '116
FFE = 19.00
28.67'
f_fri _71
S4.17'
NO WELLs
.....................
WITHIN 76'
PROPOSED
OS
i
DRIVEWAY
I
�IROPCISED 900 GAL.
S �PT
EPTICTANK
375 SF. DRAIN FIELD
_j
1170 SF. UNOBSTRUCTED
AREA
SETI/2"IR/Cl
"PSM 6376"
N.58,611'00"E 200.00'(P).f
T==.
��VCONCWALK
1> % 114,11.
.06-
.
\-ADJACENT
......................
71.71
CD
BUILDING
GRADE
(TYP)
...........................
71.T
LOT 20
BLOCK 37
1/Z'IR/C
A 6376"
"PSM
N58*11'00"E 200.00'(P)(C)
16
4>� SITE BETCH MARK
'Ay FID NAIL&DISC 7;7C.L. MIDWAY RD. eb
NO ID 100' R/W (p) 30'PAVED
EL 17.02
*A 7&49,
REVISIONS:
PER BD COMMENTS B-16-19
LOT 5
BLOCK 37
) ABBREVIATION LEGEND:
CONC CONCRETE
WUP WOOD UTILITY POLE
FD FOUND
CDR CORNER
LB LICENSED BUSINESS
IR 5/8-IRON ROD
IR/C 5/8"IRON ROD & CAP
WM WATER METER
TYP. TYPICAL
DE DRAINAGE EASEMENT
--U1E-----"UTY EASEMENT
(P) PLAT DIMENSION
(C) CALCULATED PER FIELD CONDITIONS
(M) MEASURED DIMENSION
C.L.. CEN RUNE
,R/W RIGHT—OF—WAY
PSM PROF-SSIONAL SURVEYOR & MAPPER
DEN%TES SPOT ELEVATIONS
BD BUILI ING DEPARTMENT
TYP TYPICAL
FFE FINISHED FLOOR ELEVATION
-A
MIN . S�T�ACK REQ.
CNR
TECH
MELL
FD 5/8"IR/C '
ASI 7903"
100.00'(P) 100.29'(M) 0
N58*11'00"E 500.00'(P)('1)—
M)
b
NS$'11'00"E 530.00'(P)(M)
FD NAIL IN
CUT OUT
NO ID
CERTIFIED TO"
MATTHEW J. CALLAHAN
LEGAL DESCRIPTION:
LOTS 6 AND 7, 13LOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO
THE PLAT THEREOF, RECORDED IN PLAT 800K 10, PAGE 49, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LOT AREA: 44,000.00 SQ. FT.; 1.010 ACRES±
STREET ADDRESS: 504 E. MIDWAY RD, FORT PIERCE. FLORIDA.
SURVEYORS'NOTES:
1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO
THE UNE LABELED (BEARING BASIS) AND ARE GIVEN FOR THE PURPOSE OF
DELINEATING ANGLES ONLY.
2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN
FEET. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE
ARE INTENDED FOR CONSTRUCTION AND/OR DESIGN PURPOSES.
3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WITH "PLAT" AND
DESCRIPTION DATA UNLESS OTHERWISE NOTED.
4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NAT10NAL ADJUSTED VERTICAL
DATUM OF 1968 (NAVD88). THE ORIGINATING BENCHMARK IS PORT ST. WCIE
BENCHMARK DESIGNATION OTROY" WITH A PUBLISHED ELEVATION OF 15.654 FEET, THE
EXPECTED ACCURACY OF THE ELEVATIONS SHOWN HEREON IS 0.02 FEET, FOR THE
HARD SURFACE ELEVATIONS AND 0.1 FEET, FOR THE SOFT SURFACE ELEVATIONS.
5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X, PER F.E.M.A. FLOOD
INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012.
SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE WITH A F.E.M.A. ELEVATION
CERTIFICATE.
6. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE
NOT LOCATED AS PART OF THIS SURVEY.
7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE
HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT wRiTrEN CONSENT OF
THE SIGNING PARTY OR PARTIES.
10. PARCEL ID NO. 3402-605-0096-000-9.
11.LAST DATE OF FIELD SURVEY WAS 7-28-2019
,CERTIFICATION
I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED
UNDER MY SUPERVISION AND IT COMPLIES NTH THE MINIMUM TECHNICAL
STANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS
IN CHAPTER 5J-17.050(10)(A)—(K) OF THE FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE
ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED.
SCANNED
BY STiVEN' D. MARSHALL PSM
Q4�
MARSHALL
Surveying & Mapping
321 HOLLY AVE
Port Saint Lucie, Florida 34952
Boundary Survey
�repared on fhe order of:
MATTHEW J. CALLAHAN
Field: SM & 728
Drawn: Rk '2019
Scale: 1" = 40' 1 Sheef: 1 of I
LOT ff
BLOCK 37
SET I
11PSM
LOT 8
BLOCK 37
NO WELLS
WITHIN 76
"PSM
LOT 18
BLOCK37
N58*11
LOT 7
is BLOCK 37
CS
I
*Ajqe
z
26.0'
29.01'
98.3'
(D
FORIVIBOARDS ONLY
ELEVATION = 29.76
TOP OF FORMS
0
28.7'
29.96-
54.2'
*A 11-149
NJ8011'00"E 20(
6'CONCWALK
q,
-:;
L 7L _Iky
-A
N58-Ii-00-E 200.0
7> �-SITE BENCH IVIARK
"Lt FD NAIL&DISP
NO ID
EL 17.02
-A7&
.6�
ABBREVIATION LEGEND: LEGAL DESCRIPTION:
CONC CONCRETE LOTS 6 AND 7, BLOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO
WUP WOOD UTILITY POLE THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 49, OF THE PUBLIC
FD FOUND RECORDS OF ST. LUCIE COUNTY. FLORIDA.
LOT 19 LOT 20 COR CORNER
LB LICENSED BUSINESS
\BLOCK 37 BLOCK 37 IR , 5/8-IRON ROD LOT AREA: 44,000.00 so. FT.; 1.010 ACRES±
IR/C 5/8-IRON ROD & CAP
WIVI WATER METER STREET ADDRESS: 504 1- MIDWAY RD, FORT PIERCE, FLORIDA.
ET 1/211IR/C TYP. TYPICAL
I
1(p)(C) M 6376" DE DRAINAGE EASEMENT SURVEYORS'NOTES:
bE-----(JfflUTY EASEMENT 1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO
(P) PLAT DIMENSION THE LINE LABELED (BEARING BASIS) -AND ARE GIVEN FOR THE PURPOSE OF
(C) CALCULATED PER FIELD CONDITIONS DEUNEATING-ANCLES ONLY.
(M) MEASURED DIMENSION
C.L. CENTERUNE 2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN
R/W RIGHT-OF-WAY FEET. WRIrrEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE
PSM PROF-SSIONAL SURVEYOR & MAPPER ARE INTENDED FOR CONsTRuc-noN AND/OR DESIGN PURPOSES.
LOT 6 *4 DEN S SPOT ELEVATIONS
BLOCK 37 LOT 5 Oq.�- [Bull ING DEPARTMENT
3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WITH "PLAT" AND
BLOCK 37 TYP TYPICAL DESCRIPT10N DATA UNLESS OTHERWISE NOTED.
zea FIFE FINISHED FLOOR ELEVATION 4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL ADJUSTED VERTICAL
DATUM OF 1988 (NAVD88). THE ORIGINATING BENCHMARK IS PORT ST. LUCIE
z FDOH'In St Lucie �Dounty BENCHMARK DESIGNATION "TROY" WITH A PUBLISHED ELEVATION OF 15.654 FEET, THE
EXPECTED ACCURACY OF THE ELEVATIONS SHOWN HEREON IS 0.02 FEET, FOR THE
EnVionyriefital H aal�n HARD SURFACE ELEVATIONS AND 0.1 FEET. FOR THE SOFT SURFACE ELEVATIONS.
716W
UD Site Plan Approved for �onstrucfion 5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X. PER F.E.M.A. FLOOD
Supersecles All Previous Site Plans for INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012.
I I SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE NTH A F.E.M.A. ELEVATION
0STDS#f(,-Sr--Iq1f(5Q &�fflell# CERTIFICATE.
,�30 Date: 101,1001
6. UNDERGROUND UTILITIES, UTILITY SERVICES. FOUNDATIONS AND IMPROVEMENTS WERE
Revieliver 0, NOT LOCATED AS PART OF THIS SURVEY.
71.51V Ci
7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
r)
8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE
HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.
9. 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.
10. PARCEL ID NO. 3402-605-0096-000-9.
PROPOSED
CULV ST
INVERT ! 15.3
C.L. MIDWAY RD.
100- R/W (p) 30-PAVED
REVISIONS _<
PER BID COMMENTS 8-16-19
ADD WATER SERVICE 8-27-19
FOUNDATION FORMBOARD 10-14-19
LL 11.LAST DATE OF FIELD SURVEY WAS 7-28-2019
CERTIFICATION
ASI 7903"
FD 5/8'IR/ I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED
30.29'(M) 0 UNDER MY SUPERVISION AND IT COMPLIES WITH THE MINIMUM TECHNICAL
W11'00'E 500.00'(P)(M) STANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS
IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA ADMINISTRATIVE CODE,
b PURSUANT TO SECTION 472.027, FLORIDA STATUTES, ANDIFURIHEk THAT THERE
EL ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS UNLESS� SHOWN "OR NOTED.
SCANNtu
"Y By
N58'11'00"E 530.OW(P)(M) Luciecoulltv P
S N Q', ARSHALL SM
FV I
FD NAIL IN PSM #6376
CUT OUT
NOID Roundqr�' Surve�
ared,, . on fhe,ori:we of:
MARSHALL- -"I .,.
MATTHEW J4)CALLAHAN
CERTIFIED TO: ..Surveying & Mapping . I k
321 HOLLY AVE ��9�1d-SM & �LM Job No.: 19:0728
MATTHEW J. CALLAHAN Port Saint Lucie, Florida 34952
Drawn: RAH Date: 07/23/2019
Snnla- I = An' I qk..*- I �f I
jr