HomeMy WebLinkAboutRevision; Grading & Drainage PlanOFFICE USE ONLY:
DATE FILED: PERMIT .# l '
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES Zen BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE St, to Co•
FORT PIERCE, FL 349825652 Date It 41
(772) 462.1553 roved,
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECTINFORM
LOCATION/SITE JW
, ILE C
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGG 16 1 7 �j 54�3 ST. LUCIE CO CERT. #:
BUSINESS NAME: WCS14 R L'
QUALIFIERS NAME: A fDnl 1
ADDRESS: 3CC0 Of-C> InO
CITY: N GyC rC) S !�., STATE: CA ZIP:
PHONE (DAYTIME): 33\1 a —)C) Ix L0 a O) FAX: h yam%
OWNER/BUILDER INFORMATION:
NAME: W J-0 FL LL-C
ADDRESS: 3 p 200
CITY: NSTATE: GA ZIP:
PHONE (DAYTIME: FAX: A ✓�
ARCHITECT/ENGINEER INFORMATION:
NAME: 1✓11 l 15 SY)C(--f ? A 5,s
ADDRESS. ('G{
p�
CITY: TeV-0 STATE: 1 ZIP: q LQ.
PHONE (DAYTIME): p�p1 FAX: A
SLO-CC 9123109 IK
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SCALE:1" = 10'
0 5' 10, 20'
LOT BLOCK138 ` I. BLOCK 38 X 21.66 21,69 T LOT 10 21.30
VACANT VACANT 29.60 13 .93'(C) SN&D
NO WELLS N 89°59'56" E NO WELLS 13 ,OO'(P) SITE BM-1
Ti '
.22.0i � ----- EL.=2i 67 35.0'
rX 21.40 1.8 Q Itini - t� 22,1 ftiw E� 21.62 X
X 22.12
r
71
i ( f 7.5' B.S.L• {
PROJECT DATA:
SITE ADDRESS:
LOT 7 EASTWOOD DRIVE
FT. PIERCE, FLORIDA 34951
OWNER:
WJHFL, LLC.
3300 BATTLEGROUND AVENUE #230
GREENSBORO, NC 27410
ENGINEER:
MILLS, SHORT & ASSOCIATES, LLC.
700 22ND PLACE, SUITE 2C
VERO BEACH, FLORIDA 32960
(772)226-7282
SURVEYOR:
GSS SURVEYING & MAPPING, LLC.
4620 LIPSCOMB STREET NE, SUITE 2
PALM BAY, FLORIDA 32905
(321)914-3978
PARCEL I.D.:
FLOOD ZONE:
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD
INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012.
BENCHMARK NOTES:
THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN
VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS
NGS PID AF7506 BENCHMARK, ELEVATION = 23.51' NAVD88. SITE BENCHMARK IS AS SHOWN.
SITE DATA:
REQ'D PROPOSED
LOT SIZE: 10,000 S.F. 10,595 S.F.
LOT WIDTH: 75' 80 F.T.
MAX. BUILDING COVERAGE: 30% 1,808 S.F. (17.1%)
`MIN. OPEN SPACE: 40% 8,069 S.F. (76.2%)
OTHER IMPERVIOUS AREA N/A 718 S.F. (6.7%)
SETBACKS: REQ'D PROPOSED
FRONT YARD (E) 25' 34.00'
SIDE YARD (N) 7.5' 23.54' REVIEWED FOR
SIDE YARD (S) 7.5' 20.00'
REAR YARD (W) 15, 47.10' CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
PROJECT LEGEND: FILE COPY
-q r
= PROPOSED FINISHED GRADES
1301-613-0042-000-5
= PROPOSED
.
DRAINAGE PATTERN
ZONING:
= HIGH
RMSION
M.E.
=MATCH EXISTING
SINGLE FAMILY (RS-4)
O
=DRAINAGE STRUCTURE
LAND USE'
SINGLE FAMILY RESIDENCE
LEGAL DESCRIPTION:
LOT 7, BLOCK 138, LAKEWOOD PARK UNIT 11, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 11,
PAGE(S) 32, 32A-32D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA. (CONTAINS 0.24 ACRES)
a v /3 Q I NOTES:
24.20 ® d d 1. SILT FENCE SHALL BE
I PLACED ON SLOPE
M i 34.00' CONTOURS TO MAXIMIZE STEEL OR WOOD
ID O 47.10' 2�� PONDING EFFICIENCY. EXTRA STRENGTH FILTER POST
Z 4120 A 24.20 24,20 > .
FABRIC NEEDED WITHOUT
z I - 16pOS 21.67 I I 2. INSPECT AND REPAIR WIRE MESH SUPPORT
O FENCE AFTER EACH
{ ATTACH FILTER FABRIC
If PROPOSED 3'X3' I w ' .
A/C CO C. P D F STORM EVENT AND w
I 23.0 23.18 - 23.0 REMOVE SEDIMENT WHEN SECURELY TO UPSTREAM k
{° ` I SIDE OF POST
' 10.50' I, _ o EL. = 24.7 o 10.00' )
c I N 7.5' B.S.L. w RECOMMENDED STORAGE
2.36' HEIGHT
o 2136 21.14 3. REMOVED SEDIMENT -
21.8 6 �N` 21.80� X " ' SHALL BE DEPOSITED TO
f JV� {3 1.7n J J\/ ® 22.01
AN AREA THAT WILL NOT
n 10' MAXIMUM SPACING WITH
�{- CONTRIBUTE SEDIMENT ^
21.86 1.41 S 89°59'56° W 1 0.00' P 21.67 SITE BM-2 35,0' OFF -SITE AND CAN BE S �,u WIRE SUPPORT FENCE, 6'
SN&b
LOT 6 ( ) PERMANENTLY STABILIZED. f MAXIMUM SPACING WITHOUT
BLOCK 138 EL.=21.41 WIRE SUPPORT FENCE
VACANT 1 9.94 (C)VAN ;
NO WELLS CPONDING
EL 0�3 WOOD " w
I I T- 33" HIGH MAX.P
PONDING HEIGHT
HEIGHT _
OW m m FLOW
X6" TRENCH WITH
21A8 COMPACTED BACKFILL �q" MIN. DRAIN ROCK
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
SILT FENCE INSTALLATION DETAIL - TYPE IV.
SURVEYORS NOTES:
SCALE:
N.T.S.
1.
LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
2.
THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE
ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET.
DRAINAGE
AND GRADING NOTES:
3.
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF
RECORD.
1.
ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
4.
SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
7.
ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED,
3.
FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
5.
THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89056,20" W AND ALL
MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
OTHER BEARINGS ARE RELATIVE THERETO.
4.
IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
6.
ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED,
BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
7.
ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE
5.
CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
REFERENCED TO U.S. SURVEY FEET.
WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
8.
THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS
3.
THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO
STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF
PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
THE INTENT OF STORM WATER DESIGN,
9.
THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS
$TORMWATER
POLLUTION AND EROSION CONTROL
AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS
OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE
NOTES:
STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
1.
ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER
LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS,
EROSION AND SEDIMENT CONTROL.
DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS
SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF
2.
SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN
AREAS.
INTENDED BY THE SIGNING SURVEYOR.
3.
ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
10.
ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88).
4.
CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
SODDED.
11.
THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE
PROVIDED BY THE CLIENT: OSS SURVEYING & MAPPING, LLC TAKES NO RESPONSIBILITY FOR
5.
CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER
THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
CONSTRUCTING.
CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL
( "
GOVERNING MUNICIPALITIES.
6.
ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
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PROJ.NO. 19-1380.12
DATE 09.09.19
SHEET NO.
C®1
SHEET 1 OF