HomeMy WebLinkAboutSURVEY -PLANSFOUND
CONCRETE
MONUMENT
FOUND
CONCRETE
MONUMENT
FOUND
CONCRETE
SET R/C
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NAIL
200'
FOUND
CONCRETE 2667.47' (S) _ FOUND
MONUMENT 11 1 /2•'s
2650,79' (TAX MAP) IRON PIPE
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NORTHEAST CORNER OF
THE WEST 978.85
OF THE EAST 3/4 OF POINT OF
THE SOUTH 1/2 OF THE -. COMMENCEMENT
NORTHEAST 1/4.
13'0.3" W (D) 675.81' (D')
291 43' -
330.93(D)
N 88° 5'37" E (C) 673.15' !l
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FOUND
RON RG
43.`,.8, �D
_ - 264389' (TAX MAP) 2619,91' (S) FOUND PK
40FOUND
NAIL & TIN TAB
PROPOSED BUILDING
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377,455 S.F
8.67 ACRES
SET R/C.
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S 88°53'07" W (C)
80,00' (C)(U'
KEY MAP
1 " = 500'
LEGAL DESCRIPTION:
,ECTION 7. TOWNSHIP 35 SOUTH, RANGE 39 EAST, FROM THe NE CORNER
OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 RUNS SOUTH 89', 13
MINUTES, 3 SEC,ONDS, WEST 3:0.93' FOR POINT OF BEGINNING THENCE
CONTINUING; SAME BRG e,75.81' MORE OR LESS TO THE NORTHEAST
! ORNER OF WEST 978.85 OF THE: EAST 3/4 OF THE SOUTH 1/2 OF THE
NORTHEAST 1/4 THENCE SOUTH 0', 14 MINUTES, 48 SECONDS EAST,
ALONG THE EAST LINE (IF THE WEST 978.85•, 441.13 THENCE NORTH 09'
13 MINUTES, 23 SECOMrS EAST. 595.09' THENCE SOUTH 0', 9 MINUTES.
' 'E(ONDS EAST 905' 10 THE SOUTH LINE OF NORTHEAST 1/4 THENCE
NORTH 89', 13 MINUTES. 18 SECONDS EAST 80'. THENCE NORTH 0', 9
MINUTES, 7 SECONDS WEST 1346.19'.MORE OR LESS TO POINT OF
BEGINNING, LESS RIGHT OF WAY AS IN PLAT BOOK 22, PAGE 16, ST.
LLIr IE COUNTY.,
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8.50 ACRES x TAr
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,k�M 6�ljll SCi TG AN) APPLI, ABLE EASEMENTS, RIGHTS -OF -WA,, OR OTHER
'10'E$TRICTIONi OF RECOkO
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A SEARCH C,F 'HE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS
#�WOFFICE
BEARINGS SHOWN ARE uELATED TG THE SOUTH LINE OF THE
NORTHEAST 1 i 4, AS Sr,,)WN HEREON.
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LEGAL DESCRIPTION PROVIDED Br r-LIENT.
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PROPERTY LIES IN F : P M. ZONE "X". AS SHOWN ON PANE1.
1 21 1 I C _01 75F, DATED
IN ACCORDAN;E WITH CHAPTER BE ADVISED THAT THE
SURVEY Di TEE) HERE IS NOT COHERED BY PROFESSIONAL LIABILITr
INSURANCE.
IN ACCORDANCE WITH CHAPTER 61GI'-6.003, ADDITIONS OR DELETIONS
TO SURVEY' MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS
PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY.
'.:FRT!FL( Tr:'', r•.'.IEHNE. JOHN; REYCRAFT, ANNE B_ATTORNEYS TITLE
N't.FAWE F }ND, 'Nt:.. ROBERT A. BURSON, P A ;COMMUNITY SAVINGS, F.A.,
LSUCCESSORS AND OR ASSIGNS
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SCANNED
BY
St. Lucie County
SURVEYORS CERTIFICATE
r HEREB) CERTIFY THAT 'bE PLAT SHOWN HEREON fS A TRUE AND CORRL-T
REPRESENTATION OF A SCRV£Y "ADE UNDER MY aRECTION AND T44T SAID
SURVEY MEETS THE MINIMUM TECHN" STANDARDS OF CHAPTER 61GI,',
rLORIDA ADMNNISTRATNE :'ODE AND THAT THERE ARE NO ABOVE GROUND
ENCRQ4CHM£N7 UNLESS 0"' ISE SHOWN. NOT VALID WITHOt�T Ti4
SIGNA TURF C RAISED SEAL A FLOR/CA LICENSED SURVEYOR AND MAPPEF
PROFE-SSIONALNSURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)/ 3954
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FOUNDATION NOTES:
FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF
2500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO
VERIFY SAME.
FOUNDATION SCHEDULE:
S-1 4" THICK 3000 PSI POURED CONCRETE SLAB
WITH 6" x 6", 110/10 GA. WELDED WIRE
MESH ON .006" VAPOR BARRIER OVER
COMPACTED, CLEAN FILL.
F-1 21-4" WIDE x 18" DEEP 3000 PSI POURED
CONCRETE MONOLITHIC FOOTING WITH (4) 15
BARS CONTINOUS AND 2 1 3 BARS IN CURB
WITH 1 3 TIES @ 24" O.C.
F-2 21-4" WIDE x 14" DEEP 3000 PSI POURED
CONCRETE MONOLITHIC FOOTING WITH (4) 15
BARS CONTINUOUS WITH 1 3 TIES @ 24" O.C.
F-3 12" WIDE x 12" DEEP 3000 PSI POURED
CONCRETE MONOLITHIC FOOTING WITH (2) 15
BARS CONTINUOUS INTO F-1 FOOTING AND
TIED TO 1 5 BARS.
4o 1- 9 1'
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IS•X 12 5L. PK. I -
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—� THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
f_z F') REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH All APPLICABLE CODES.
111 I 777 l
REVIEWED
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i I MUST6EKEPT WILL
JOB OR
NOINSPEGTIgN W{LL BE MADE
r PAUL WELCH INC.
C]{ i Mechanical Eleckrical • Civil Engineering p
1984 SW E)Itmore SL I 0"
Phone ,f"'
Suite114 (561) 785-Wit
Port St. Lucie, Florida 34984 Pax (561) 785- 9933