HomeMy WebLinkAboutX SP1 A PORTION OF LOT 62 (WHITE CITY SUBDIVISION, P.B. 1, PG. 23)
(OCCUPIED) O
NORTH LINE OF THE SOUTH 983 FEET OF THE FFE:8.769 » SET 5/8 IRCFOUND 5/8" IRON ROD � M
NW 1/4 OF THE SW 1/4 OF SECTION 4/36/40 N89 47 42 E 104.00 (C)(P) (LB8998) & CAP (LB 4820)
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TIE IN LOCATIONS \ a P 7.43 ° _ N 3 U a
14.71' U) M (D
\ 27.46' 1 rrr FEET SAINT LUCIE COUNTY, FLORIDA Q
p 1 inch = 30 ft. W
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SIDE: 10.0' Y Z 20.79' 7 43' ° N LOT 2 VICINITY MAP � w
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FRONT: 25.00' z x 15.95 19.41' NO SCALE d m J
REAR: 15.00' Q O D O (VACANT) z O LL
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TRACT "A"� N (VACANT) LEGAL: N
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PROPOSED / LOT 1, ACCORDING TO THE PLAT OF NOBLE OAKS ESTATES, AS RECORDED IN
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/ 8 \ PLAT BOOK 86, PAGE 38, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY,
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LL I[TOT) ::g RESIDENCE LO ((0 / FLORIDA. it
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w °� FFE:8.10' (1 .31'
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1 "0 2% X" I- (SEE O _01 (SEE NOTE 10) PROPOSED GENERATOR PAD (P) PLAT DATA CONC CONCRETE z
FLOOD ZONE I O Uj 2.29' 7 1' (F) FIELD DATA TOB TOP OF BANK W
a I I Q X� J FND. FOUND No.
FROM FIELD MEASUREMENTS (RAD) RADIAL No. NUMBER LINE Z
_ P.A.C. POINT OF COMPOUND CURVE PC POINT OF CURVE 0
11.00'CO 10.44'CO 00 "AE" FLOOD ZONE P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY fr -
C7 2.00' 16.46 GAGE WITH BREEZEWAY P.L.S. PROFESSIONAL LAND SURVEYOR CENTERLINE W Z
N I L.B. LICENSED BUSINESS
� I .25' N 12.42' IRC IRON ROD & CAP ❑W WATER METER Z W
o FLOOD I \ p DELTA (CENTRAL ANGLE) CATV❑ CABLE TELEVISION RISER z
\ ZONE "X" I `/ N2O.82' O R RADIUS COO SANITARY CLEANOUT W
r N p 6.8(SEE CROSS SECTION) L ARC LENGTH
PROP. p HAND HOLE
3 CB CHORD BEARING
\ I� N CONC. N.A.V.D. NORTH AMERICAN VERTICAL DATUM
.I� 1043' / TELE❑ TELEPHONE BOX
> N DRIVE 6.00 / TYP TYPICAL
W -� 10.10' 6.00', 14.83' / _ _ EL. ELEVATION D.E. DRAINAGE EASEMENT
"0.2% X" PROP. PROPOSED U.E. UTILITY EASEMENT W
aal I 17.77 O GAL. GALLON c
FLOOD ZONE N x 7,0Q S CONC. CONCRETE 5,8 PROPOSED ELEVATION w
POND I 7.43' 1 cP. SET 8 IRC RB _ FPL FLORIDA POWER & LIGHT
00 EXISTING ELEVATION � 0 9
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S9 8098) p-G + 0 � Q z W
clino I �S FP XW�s //- NOTES: 5.8' PROPOSED GRADDES Q Z J Ix OJ
N I I REFER TO / // 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A Q c0
z I I SEPTIC DESIGN `O �•� U J z a_ z
`ND PCP FLORIDA LICENSED SURVEYOR AND MAPPER. = a J J = =O
BY OTHERS ;'o LB 5 2. ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE Q CO
0 ✓ SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. a LLI- a z v
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CV 3. THE LAST DATE OF FIELD WORK WAS AUGUST 21, 2020. a
4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR D U)W O m
RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. O O a
SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH 00 0 z z
w / • / �/� L=56.1�' ��P APPROPRIATE TITLE VERIFICATION. 0- 0 a
D CROSS // I SE1� 5/8 IRC J /% �� i L=�.14 =136.00 5. THE NORTH LIMITS OF THE PLAT OF NOBLE OAKS ESTATES IS THE BEARING 0 W N
N SECTION (LB8098) �� �� O ,�023-39�10� BASIS. ALL OTHER BEARING ARE RELATIVE THERETO. uWi
/ I �� 6. SUBSURFACE UTILITIES WERE NOT LOCATED AS A PART OF THIS SURVEY.
�23°39 17 (P) 7, ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988
N O
� (NAVD88'). THEY ARE BASED ON CONSTRUCTION AS-BUILT DRAWINGS
0 7.5' (PROPOSED) / I �00 • / ! �rj '� / S 4*47�42�W 24.93� (C)(P) PROVIDED BY DEVELOPER AND ENGINEER, RELATIVE TO THE NATIONAL GEODETIC
o
Q / VERTICAL DATUM OF 1929. TO CONVERT: NGVD -1.5' = NAVD. DRAWN BY:FS
8. NORTHING AND EASTING COORDINATES ARE BASED ON NAD 83 STATE PLANE CHECKED BY:VITO
z I� / L=57.60' P DATUMEAST ZONE. PROJECT:20-227
@ PROPERTY FINISHED SE 5/8 IRC / \ (FLORIDA( )
Q) LINE FLOOR - (LB8098) 1 / L=57.49� �=60.00' 9. THE PROPERTY LIES IN FLOOD ZONES "AE" AND "0.2% X" ACCORDING TO THE DATE:8/21/2020
m �10.00' ELEV.= 8.1' N• BENG ARK / • >t a FEMA FLOODMAP 12111 CO276K, EFFECTIVE ON FEBRUARY 19, 2020. SCALE:AS SHOWN
o cn CURB INLET F PCP �054 54 07 10. MINIMUM FINISHED FLOOR ELEVATION PROVIDED BY CONTRACTOR. REV 1 HOUSE REV
I PROPOSED p / ' " REV 2 HOUSE REV
cw FOOTER p EL-6.62' k 5547) �55°00 00 (P)
a - --- �L/ .93'(N D88) Digitally signed by Michael T. Owen
Michael T. Owen Date: 2021.04.26 10:55:08 -04'00'
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CENTERLINE SWALE % MICHAEL T. OWEN, PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE SHEET
w 6.$' (PROPOSED) FLORIDA REGISTRATION #5556 1 OF 1
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