HomeMy WebLinkAboutSP 2 A PORTION OF LOT 62 ( WHITE CITY SUBDIVISION , P . B . 1 , PG. 23) _ t_ � r
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NORTH LINE OF THE SOUTH 983 FEET OF THE FFE : 8 . 76� » SET 5 /8 IR FOUND 5/8 " IRON ROD La, _ ,, s . LO
NW 1 /4 OF THE SW 1 /4 OF SECTION 4/36/40 N89 47 42 E 104. 00 ( C) � P ) ( LB8098 ) & CAP (LB 4820) E r� L ~
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X p ' �, NORTH LIMITS OF PLAT _ o z
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STORM MAN L ®�43 ' E `� _ -� E O N
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UTILITIES N v, Y ui c�
N 1` 00 � 6 . 4' GRAPHIC SCALE E U N ) o <
CITY WATER AVAILABLE. 1 X1 ' rp Q °I w o
CONTRACTOR TO VERIFY O ' 00 J N 3D 0 15 30 $ w s, = n. ,J a w
TIE IN LOCATIONS P N 7 . 43 ' °q 7 . 43 ' W ¢ Q
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SETBACKS 1 �O 27 . 46 7 . 43 ' o O 1 inch = 30 ft. SAINT LUCIE COUNTY, FLORIDA ~ w w
s VICINITY MAP alieJ� W
SIDE: 10. 0' Z 20. 79 ' IIIIIIIIIIIIIIIIF
FRONT: 25, 00' I z � X ;� 15 . 95 jljh" LOT 2o NO SCALE > a m mREAR: 15. 00' TRACT AI CD LOT 1
O ( VACANT) ( VACANT) LEGAL : ZNO L. N " 0 . 2% X " FLOOD ZONE C
LOT 1 , ACCORDING TO THE PLAT OF NOBLE OAKS ESTATES, AS RECORDED INo c PROPOSED PLAT BOOK 86 , PAGE 38, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY,
SINGLE STORY 00� 7 . 0' RESIDENCE FLORIDA. 0o MINIMUM 00
" AE " FLOOD ZONELEGENDw cb FFE : 8 . 10 ' >
" 0 . 2 % X " I ( SEE NOTE 10 ) PROPOSED GENERATOR PAD (P) PLAT DATA CONC CONCRETE z
FLOOD ZONE I 4j 2 . 29 ' 7 1 (F) FIELD DATA TOB TOP OF BANK � W
I I O X1 J FND. FOUND No.
FROM FIELD MEASUREMENTS No. NUMBER AL
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P.A. C. POINT OF COMPOUND CURVE PC POINT OF CURVE to O
v iD 10 . 44"D 00 " AE " FLOOD ZONE P.R. C. POINT OF REVERSE CURVE PT POINT OF TANGENCY w
�- 11 . 00 ' �D - 1 . 31 ' � / - P.L. S. PROFESSIONAL LAND SURVEYOR CENTERLINE W >
C7 2 . 00 ' r 16 . 46eeeeeeeee - GAGE WITH BREEZEWAY L. B. LICENSED BUSINESS w z
C I v . 25 N 12 , 42' � IRC IRON ROD & CAP OW WATER METER 1 wil
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FLOOD I \ r7 20 82 ' A DELTA ( CENTRAL ANGLE) CAN ❑ CABLE TELEVISION RISER O
\ ZONE " X " I `/ e- N r o R RADIUS C00 SANITARY CLEANOUT w
m L ARC LENGTH
r r PROP . O N + 6 . 8 ( SEE CROSS SECTION ) CB CHORD BEARING ® HAND HOLE
N CONC . N.A. V. D. NORTH AMERICAN VERTICAL DATUM
r 10 . 43 ' / TELE ❑ TELEPHONE BOX
/ I 10 . 10� TYPICAL
N 6 , 00 DRIVE 6 . 00 14. 83 ' ' / _ EL, ELEVATION D.E. DRAINAGE EASEMENT
ae" 0 . 2 % X " PROP, PROPOSED U . E. UTILITY EASEMENT w
z I o GAL. GALLON }-
g FLOOD ZONE nj hX i 7 OO ' his / CONC. CONCRETE j , g ' PROPOSED ELEVATION LU
F POND I 7 . 43 ' 1 cP. SET 8 IRC URB _ FPL FLORIDA POWER & LIGHT �� EXISTING ELEVATION � �
N I S9os FPL W 8098 ) p � C + Z IQ- z 00
c� X C� / i NOTES 5 . 8' PROPOSED GRADDES J � J
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I 1il/ I l/ ll �l 1 . NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CD M �
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SEPTIC DESIGN / z z
z � FLORIDA LICENSED SURVEYOR AND MAPPER . � - Q _ a
BY OTHERS ;,<� Ii1 �1/i : / /lll�ll- ll�l�
�, l� , r / �llli - 2 . ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS , BY OTHER THAN THE Q = J = o
/„ /
ro , r / / SIGNING SURVEYOR IS PROHIBITED WITHOUT CONSENT OF THE SIGNING SURVEYOR . � o z
= 1�1I�1/ ul/ F- > z 3p w
3 . THE LAST DATE OF FIELD WORK WAS AUGUST 21 , 2020 . ZIr ¢ O U
/�� / p � 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR � U) W ►- 5
RIGHT- OF- WAYS , RESERVATIONS , AGREEMENTS , AND /OR EASEMENTS OF RECORD , O O �
w • // /�/ L= 56 . 1 `a ' P SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH CD �- zo z
. CROSS / I SE 5 /8 IRC , li� J/l�l -Val' �� _ APPROPRIATE TITLE VERIFICATION . n- p <
/ , ii1i /! L- • 14 136 . 00 5 . THE NORTH LIMITS OF THE PLAT OF NOBLE OAKS ESTATES IS THE BEARING v
N SECTION ( L88098 ) / _
/ / 023 *39910» BASIS , ALL OTHER BEARING ARE RELATIVE THERETO . � "- uW)
� O / /
/// / _ , » 6 . SUBSURFACE UTILITIES WERE NOT LOCATED AS A PART OF THIS SURVEY.
I I h . ,, / ' ,/ / / � 23 39 17 ( P ) 7 , ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988
w O
N o ' / NAVD88' . THEY ARE BASED ON CONSTRUCTION AS- BUILT DRAWINGS
.Al7. 5' (PROP OSED) / �0 J / /•
o S 4 47 42 W 24» . 93 ( C) ( P ) PROVIDED BY DEVELOPER AND ENGINEER RELATIVE TO THE NATIONAL GEODETIC
I
DRAWN BY : FS
a) � � r /, Irll VERTICAL DATUM OF 1929 . TO CONVERT: NGVD - 1 . 5' = NAVD .
/ CHECKED BY: MTO
////// . ,, � 8 . NORTHING AND FASTING COORDINATES ARE BASED 'ON "NAD, 83 STATE PLANE
i ' i \ !J r PROJECT: 20-227
PROPER FLOOR
RED _ I / / / /// / L= 57 . 60 ( P DATUM ( FLORIDA EAST) ZONE . � ''',-,
SyFT/ 5 /8 IRC " / / L= 57. 49 ' � � 60. 00I 9 . THE PROPERTY LIES IN FLOOD ZONES " AE'F� �J� '0. 2.% ', iCj •A�46RDING TO THE
( LB8098 ) ea
DATE: 8/21 /2020
ICU ELEV. = 8. 1 ' • ARK / • >' » EMA OODMAP 12111 C 276K , EFFECTIVE;% QN , v3 Lawj Y 1:9; . IO2D . SCALE : AS SHOWN
5 o cNii CURB INLET PCP � 054 54 07 1 MI M F SHE LEVATION P BY CONTRACTOR = REV E REV
FOOTER PROPOSED
o EL: 6 . 62 ' // 5547 / � 55 -00 ' 00 " ( P ) = = REV 2 HOUSE REV
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T. Fff� l�//n , _ ,�,. ,o`6. 8 ( PROPOSED)
MICHAEL POSED) ' 111 - / n „ un ���FLORIDA REGISTRATION #5556 1 OF 1
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