HomeMy WebLinkAboutShed Site Plan Survey19tl
20
302.9
P.O.C.
FND. 2" I.P.
N.W. CORNER
SECTION 29
J
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Im N88'59'40"E
D. 100.00' (D) I
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Proftessf6h-bI' �iii�rWor & Mapper
Florida 'Certifed1b No. 6199
LEGAL DESCRIPTION
Aon as Sect 29, Township 36 South, Range 38 East, being more particularly
described
Commence at the Northwest comer of said Section 29. thence South 010112W East
along the West line of Section 29. 1706.53 feet; thence North 88'59'46' EaaL 100 feet
to the East right of way of Germany Canal Road and the Point of Beginning; thence
continue North 88'5940' East, 660.00 feet; thence South 01*CW20' East. 330.00 feet;
thence South 88'59'40' West. 660.00 feet to the East right of way line of Germany
Canal Road; thence North 0100'20" West along the East right of way line of Germany
Canal Road, 330.00 feet to the Point of Beginning.
Containing f 5.0 acres, more or lose.
P.O.B.
NOT FOUND
FALLS IN IFExCE 03,
CANAL /-'aN PROPERTY
FND.
5/8" I.R.C.
"QV L8494,'
10.1' EAST
0.4' SOUTH
rUPLANDS
X
I
APPRM=WATE
19 w
e!
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20 Lx>u+
--- AODH�ErE n
YE1L *C n AC PAD�/'i
1e13e �rai
3W FNBERGLASS
SLEDS an
— 97.10 FF.E.
31.Op•
10 c'
w rA i 6 t\
58.67 AW ��•
ADDITION
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1 W*%DR
fr
�4e
f
41N
N
OFFPPRorO ERTY
` 12--7 <
PARCEL W 3278-223-011011-080-3
RONALD Arm TERESA 7URBA
5 ACRES - VACANT
GENERAL NOTES
1)IR
of�Florida Licensed Suructions of this vare not valid eyor and Mapper.out the signature and original raised Beal
2) 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. This
information should be obtained through appropriate title verification. The legal description
was provided by the owner.
3) AU above ground flied improvements, if any. have been located and shown hereon.
4) Underground foundations and improvements were not located as part of this survey.
5) The last date of field work was May 26. 2010.
6) The bearings shown hereon are referenced to the West line of the NW 1/4 of Section
29-36E-38S having an assumed bearing of S011OW20'E
7) Flood Note: By graphic plotting only. this property is in Zone 'r. according to the
Flood Insurance Rate Map. Community Panel No. 12111CO250 F. last revised June
30, 1999. The exact designation can only be determined by an elevation catlficata
8) Additions or deletions to survey maps or reports by other than the Signing party or
parties to prohibited without written consent of the Signing party or parties.
9) The project elevations are based on St. Lucie County Benchmorlt 'MARS' and are
in NAVD 88 Datum.
NSS'59'400E 660.00' (D)
12. ° by 20' Sim .sue 4 iiLtx,-% 4kiCK
tag c. I IN by fZ11 tawu-p Wi'LL f, 16
R
12 0
r--Iw i1A
PROPOW
ELEVATION a 2W
(e ABOW MaSIM GRADE)
WETLAND
DEUWA70 BY RLVEDT
ONYOraRENTAL CommTAN75, IN
ON MAY 4% 2010
/
OULAR RESIDENCE
Ilds S RBERGI ASS
ff,
TAM • UPLANDS
BARB
`L.
S88'59'400W
4
`i 490M
t � °IMCA
qD
a i
FND.
1/2" I.R.C.
"LB 4441"-
0.4' SOUTH
FENCE I& -�
ON PROPETm
MIN. SETBACK REQ.
FRONT r
I
SIDES —I
CNR SIDES
REARya
ZNG.
TECH.
UPLANDS
A nui Ro,- be-exfo-f`o 4 ff
2D DITCH
660.00' (D) PARCEL HD� PIERCE
e AGES - OCCUPIED
Shed Site Plan Survey
for
JTC Construction
ONPROM
LEGEND & ABBREVIATIONS
CONC.
DENOTES CONCRETE
P.C.P.
DENOTES PERMANENT CONTROL POINT
DENOTES PLAT DATA
DENOTES CALCULATEDFROM HELD MEAtiURIEMI lTS
�FPJ
DENOTES CENTER UNE OF RIGHT OF WAY
)
DENOTES MEASURED DATA
U)
DENOTES MEM FICA71ON NUMBER
4tt*
DEN07ES FLOW LINE
709
DEN07ES TOP OF BANK
TYP.
DENOTES TYPICAL
FND.
DENOTES FOUND
Le
DENOTES LICENSED BUSINESS
O.H.U.
DENOTES OVERHEAD UTILITIES
W.M.T.
DEN07ES WATER MANAGEMENT TRACT
(R)
0E407M RADIAL
0
DENOTES MONUYENTED CORNER
P.B.
DEN07ES PLAT BOOK
C.M.
'DENOTES CONCRETE MONUMENT
O.R.
DENOTES OFFlCIAL RECORDS BOOK
I.R.C.
DENOTES IRON ROD e: CAP
PG.
DEN07ES PACE
COR.
DENOTES CORNER
P.O.B.
DEN07ES POINT OF BEGINNING
P.O.C.
DEN07ES POINT OF COMMENCEMENT
I.P.
DEN07ES IRON PIPE
I.R.
DEN07ES IRON ROD
UZ
0007ES UTILITY EASEMENT
P.J.
DENOTES POINT OF RN7ERSl=ON
DENOTES PROFESSIONAL LAND SURVEYOR
DENOTES 8"AMON (TYPICAL)
.M.E
DENOTES WATER MANAGEMENT EASBIEuT
N.G.V.D.
DEN07ES NA71ONAL GEODETIC VERTICAL DATUM
cn
o_
0
C
0
a
rrI
9. DENOTES CENiER LINE
PARCEL m 3229-224-4=-O00-7
JOHN AND DE130M NORVEU.
20 ACRES - OCCUPIED
3
GRAPHIC SCALE IN FEET
1'=60'
FND.
1 /2" I.R-.C.
*LB 4441"
0.3" SOW ®r}_ V
File•10-530 CULPEPPER & TERPENING, INC
8-9-2017 CONSULTING ENGINEERS I LAND SURVEYORS
FB 1001-17 2980 SOUTH 25Th STREET
10-530 Shed Stplan.dwg FORT PIERCE, FLORIDA 34981
.SCALE 1'=60' PHONE 772-464-3537 FAX 772-464-9497
DRAWN BY: SB/TM '-a-'g.CO'
STATE OF FLOIUDA CERTIFICATION Na LB 4286
.4
4)
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1.1r. V EXPANSION AKHOR
THROUGH BASE RAIL WITHIN 67 OF EACH
RAFTER POST ALOMA SIDES
kW%IUM 24 EMBEDMENT
1.10NMIT'.Y CONC. FOOTYG (25p7 P61 I.LN.1
REW'DRCEDWITH 2 As$ MITR:JWS
CONCRETE MONO, SLAB BASE RAIL ANCHORAGE
3A Nct To Sall
CONCRETE:
Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days.
COVER OVER REINFORCING STEEL
For foundations, minimum concrete cover over reinforcing bars shag be:
3 inches in foundations where the concrete Is cast against and permanently in cantacl with the earth or exposed to the earth
or weather. and 1-1/2 Inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum dear distance of
1;4 Lich for fine grout or 12 inch for coarse grout between reinforcing bars and any face of a cell. Reinforcing bars used In
masonywalls shag have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to
earth or weather 1.112 inches for masonry unrs not exposed to earth orweathec
REINFORCING STEEL:
The reinforcing steel shall be minimum Grade 40.
GALVANIZATION:
Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be Galvanized in
accordance with ASTM A 153, Class 8-2. Metal plate connectors, screws, bolts and nags exposed directly, tote weather
shag be stainless steel 01 hot dippe4 galvanized.
REINFORCEMENT MAY 8E BENT IN THE SHOP OR THE FIELD PROVIDED: w
1. All reinforcement is bent cold;
2. The diameter of the bend, measured on the inside of the bar, Is not less than six -Dar diameters: and
3. Reinforcement partially embedded in concrete shall not be field bent.
EXCEPTION:
Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded In concrete shag be
Permitted to be bent et a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length.
eSTALL 112' A V EXPANBIQNANCHOR
THROUGH BASE RILL %MTHW S' OF EACH
RAFTER POST ALCNG SIDES
F MINRAUl,1(Note: For Opon Carp= on slats
cntf, slab may to Bosh run base raj on eras)
'` I �M:nMNA I•VA'(nAEEDL!Eh7
CONCREr EPsrriENT
*_2���RETU�n��lU��,L,,ANCHOP,AGELANCHORAGE
I)
rwASHERS
TOP OF ASPHALT PAVEMENT
ORGRW`:DSURFACE
TS WMIUCUS BASE RAIL
Cn'EL 6'B'HDLE THROUGH THE
BASE RAIL AND SECLr- TO
.tr,I-OREYEMTH1Q DMETER
THROUGH BMT
EYE AN CH 06R II
VE'ROD'TLCNG u
WITH OSL 4'REUK
ISEE NOTE 8, PAGE t, FOR
SPAGNG REOUIREVENTS)
GROUND BASE RAIL ANCHORAGE
J V tilt To San (CAN BE USED FORASPHALT)
BECHTOL ENGINEERING c (( �+
AND TESTING, inc. J& B BUILDING S E R IICE ,� T C.
;
CONSULTING GEOTECHNICAL. ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS
Ce-Acale of AuNc1L kn No. 502 _
FELa _ CHECKED: JP DATE; 03-07-16 PROJ.NO., G16003
D.RAINN: RR • APPROVED: TB SCALE' NOTED SHEET 4 OF 11