HomeMy WebLinkAboutX Survey - Site plan for Pereira 20-227 SITE PLAN-rev2(esign)-1 A PORTION OF LOT 62 (WHITE CITY SUBDIVISION, P.B. 1, PG. 23) T_
(OCCUPIED) N
FFE:8.76 SET 5/8 IRC FOUND 5/8" 1 ROD
NWRTH 1/4LINE OF TOF THE SOUTH RE SW 1/4 O�rxSECTI0NT OF 4/36TH N89'4T42"E 104.00' (C)(P) (LB8998)
• • & CAP (LB 820) SITE ~ cp M
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X ORTH LIMITS OF PLAT
x FND /8"IRC— 6.00' WIDE D.E. -�O = C� o
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STORM MAN L 3 E x`�' a " " a °as Q J E o
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UTILITIES a,.. m,.` `; e ° „R Y 6
w 1\ 00 °� GRAPHIC SCALE - = g V 0
CITY WATER AVAILABLE. Gj 1 X Q W LL
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CONTRACTOR TO VERIFY \ �' 30 0 15 30 d J 3 H W
TIE IN LOCATIONS P w "" N 3 U Q
LOT 1
14.98' w (VACANT) O IN FEET ) a � ~ U-
SETBACKS 1 �O 27.46' rn 1 inch = 30 ft. SAINT LUCIE COUNTY, FLORIDA Q v
�° VICINITY MAP � w
SIDE: 10.0' I Y
FRONT: 25.00 Z ���' X "� 19.15' N LOT 2 0 a m
REAR: 15.00' m h O (VACANT) NO SCALE c a m J
TRACT "Al o N m \ LEGAL: c
0 2% X" FLOOD ZONE \
� PROPOSED / LOT 1, ACCORDING TO THE PLAT OF NOBLE OAKS ESTATES, AS RECORDED IN �
o00M SINGLIE STORY r \ PLAT BOOK 86, PAGE 38, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY,
~ I M RESIDENCE u'i � / FLORIDA. Cn
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CO.
- FFE TO BE DETERMINED BY ``� \ O
POND o, N SLC BUILDLING DEPARTMENT I 0 "AE FLOOD ZONE LEGEND W a
^ PROPOSED GENERATOR PAD (P) PLAT DATA CONC CONCRETE ? z
(F) FIELD DATA TOB TOP OF BANK W
g Y O \<? 2.29 (' (C) CALCULATED FROM FIELD MEASUREMENTS (RAD) RADIAL LINE N m
a z I Q x J `� FND. FOUND No. NUMBER Z
co Q �� P.A.C. POINT OF COMPOUND CURVE PC POINT OF CURVE Cn O
�M' — <\ I� 'r- W "AE" FLOOD ZONE P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY [r
o r� 'I Y105' `� - P.L.S. PROFESSIONAL LAND SURVEYOR CENTERLINE W Z
o O n 2.0 '" I` 16.46' UC A TACHED L.B. LICENSED BUSINESS
❑W WATER METER Z_ W
co Ld 4.25' N 12.42' O GARAGE WITH BREEZEWAY IRC IRON ROD & CAP
a LAND CLEARING ITEMS: O0 i \ I�20.82'" A DELTA (CENTRAL ANGLE) CATV❑ CABLE TELEVISION RISER W11
Z
\I `� N N R ARC LENGTH RADIUS CO 0 SANITARY CLEANOUT 1 , 1 I 1 JI W
a 1. SILT FENCE SHALL BE INSTALLED PER /� r- PROP. o — HAND HOLE
a MANUFACTURES SPECIFICATIONS PRIOR TO �/ - o CB CHORD BEARING
N CONC. 10.17' / N.A.V.D. NORTH AMERICAN VERTICAL DATUM TELE❑ TELEPHONE BOX
> THE START OF CONSTRUCTION AND SHALL I CO N DRIVE 6.00' . / TYP TYPICAL
W NOT BE REMOVED UNTIL CONSTRUCTION 6.
14.83 EL. ELEVATION D.E. DRAINAGE EASEMENT
�i IS COMPLETE. I 10.36' PROP. PROPOSED U.E. UTILITY EASEMENT
a 2. THE CONTRACTOR SHALL INSPECT AND 17.77' 0 1� S GAL. GALLON W
X
�' CONC. CONCRETE W Q
a REPAIR THE SILT FENCE AFTER EACH RAIN N 9 W
w EVENT AND REMOVE SEDIMENT WHEN SET 8 IRC FPL FLORIDA POWER & LIGHT
REFER TO SEPTIC URB � O
NECESSARY. S B8098) Q,G / � Q z
r� 3. REMOVED SEDIMENT SHALL BE DEPOSITED PERMIT FOR 8 FPL • Z
N IN AN AREA THAT WILL NOT CONTRIBUTE EXACT LOCATION �S' W '
� ' QU) ZLuz
SEDIMENT OFFSITE AND CAN BE I I AND DESIGN � nX �s � ����� NOTES:
m
PERMANENTLY STABILIZED. • ND PCP / } U J _M ~
L 4. THE SILT FENCE SHALL BE PLACED ON 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A — 0-Q ? a 5
c'n SLOPE CONTOUR TO MAXIMIZE ITS o� I LB 5I�/ FLORIDA LICENSED SURVEYOR AND MAPPER. Q = J r =
PONDING EFFICIENCY 0 2. ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE C) 0 LLI J G z
a 5. SILT FENCE TO BE INSTALLED 1 FOOT
/ �1 VRB _ SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. Z Q � z 3 w
INSIDE OF PROPERTY LINES PRIOR TO I I I Q' ��• r' '� �,G _ 3. THE LAST DATE OF FIELD WORK WAS AUGUST 21, 2020. D (n� O
o CONSTRUCTION. / �� 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR O O v
RIGHT-OF-WAYS,
7 RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. m z0 z
HEM "" I SET 5/8 IRC / L= .14' 6.00' SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH a N
Da0BlE STITCHED ?,P_ E ❑a
APPROPRIATE TITLE VERIFICATION. O v
P��TER FpeR�D ttN (LB8098) I /
I; J ��� �/ -023'39'10" 5. THE NORTH LIMITS OF THE PLAT OF NOBLE OAKS ESTATES IS THE BEARING uWi
I _ � // BASIS. ALL OTHER BEARING ARE RELATIVE THERETO.
A--2339'17" (P) 6. SUBSURFACE UTILITIES WERE NOT LOCATED AS A PART OF THIS SURVEY.
O RE1NFORO / / 00 • / h� / S 4�4T4Z"W Z4.93' �',, P ELEVATIONS SHOWN HEREON ARE BASED ON CONSTRUCTION AS-BUILT DRAWINGS
LAND CLEARING C )C ) PROVIDED BY DEVELOPER AND ENGINEER, BASED ON GPS RTK INFORMATION AND
/ IS RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. TO DRAWN BY:FS
ITEMS: / / �0 / CONVERT: NGVD -1.5' = NAVD. CHECKED BY:VITO
z / / L=57.60' (P 7. NORTHING AND EASTING COORDINATES ARE BASED ON NAD 83 STATE PLANE PROJECT:20-227
@ 1. NO PRESENCE OF ON-SITE OR / L=57.49' =60.00� DATUM (FLORIDA EAST) ZONE. DATE:8/21/2020
ADJACENT WETLANDS NOTED. /
m 2. NO CONSTRUCTION BARRICADES WILL • BEN ARK / • w 8. THE PROPERTY LIES IN FLOOD ZONES "AE" AND "0.2% X" ACCORDING TO THE SCALE:AS SHOWN
BE NECESSARY. SET 5/8 IRC F PCP �054 54 07 FEMA FLOODMAP 12111CO276K, EFFECTIVE ON FEBRUARY 19, 2020. REV 1 HOUSE REV
> » REV 2 HOUSE REV
3. A HEAVY DUTY REINFORCED SILT ry (L�098 5547 � �55°00 00 (P)
N FENCE WITH POLYPROPYLENE FILTER ____ O' k L:6.9 ) g y g y
N FABRIC TO BE INSTALLED AS PER O _ ; Michael T Owen Digitally signed b Michael T.Owen
o MANUFACTURES SPECS, LOCATED 1' T. Date:2020.12.23 16:34:27-05 00
o INSIDE THE BOUNDARY PERIMETER. / MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE: SHEET
4. PERMIT BOXED TO PLACED NEAR�j
w SOUTHEAST CORNER OF LOT. FLORIDA REGISTRATION #5556
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