HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: 6 `a"�
REVISION FEE: —I rp .
PERMIT # 1910-0659
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 ----
SICIV -
APPLICATION FOR BUILDING PERMIT REVI IONS JUN 2 9 2020
PROJECT INFORMATION
ST. Lucie County, Permitting
LOCATION/SITE
ADDRESS:
5711 EASTWOOD DR
Ft. Pierce, FL.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised grading plan to match what was showing on the septic permit
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1257700 ST. LUCIE CO CERT. #:
BUSINESS NAME: WJHFL LLC
QUALIFIERS NAME: WADE JURNEY
ADDRESS: 3091 GOVERNORS LAKE DR SUITE 300
CITY: NORCROSS
PHONE (DAYTIME): 321-250-6129
STATE: GA
OWNERBUILDER INFORMATION:
NAME:
I,'/i�:�
ZIP:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME)
SLCCC: 9123109
Revised 06130117
STATE:
REVISION
ZIP:
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SCALE: 1" = 10
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LOT 9 l LOT 10
BLOCK 138 `, BLOCK 138 x 21.66SN&D x 21.fi9 29.30 i
VACANT VACANT 134
NO WELLS N 89°59'56° E NO WELLS 21.60 35 00 (P) SITE BM-1
21'.67 EL.=21.67 35.0'
- .22.02_ i� �T T
Ciic9shlt1e
lle Galls,,
SITE ADDRESS.
LOT 7 EASTWOOD DRIVE
FT. PIERCE, FLORIDA 34951
OWNER:
WJHFL, LLC.
3300 BATTLEGROU D AVENUE #230
GREENSBORO, NC 27410
ENGINEER:
MILLS, SHORT & ASIOCIATES, 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:
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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.
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SITE DATA:
° M
REQ'D
PROPOSED
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LOT SIZE: 10,000 S.F.
10,595 S.F.
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LOT WIDTH: 75'
80 F.T.
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MAX. BUILDING COVERAGE: 30%
1,808 S.F. (17.1%)
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MIN. OPEN SPACE; 40%
8,069 S.F. (76.2%)
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OTHER IMPERVIOUS AREA N/A
718 S.F. (6.7%°)
°
SETBACKS: REQ'D
PROPOSED
W N
FRONT YARD (E) 25'
34.00'
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SIDE YARD (N) 7.5'
23.54':
SIDE YARD (S) 7.5'
20.00'
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REAR YARD (W) 15'
47.10'
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PROJECT LEGEND:
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1301-613-0042-000-5i
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= PROPOSED DRAINAGE PATTERN
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=HIGH POINT
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ZONING
M.E.
= MATCH EXISTING
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SINGLE FAMILY (RS-4)
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= DRAINAGE STRUCTURE
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LAND USE:
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SINGLE FAMILY RESIDENCE
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LEGAL DESCRIPTION:
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LOT 7, BLOCK 138, L KEWOOD PARK UNIT 11, ACCORDING TO THE PLAT
THEREOF AS RECO DED IN PLAT BOOK 11,
PAGE(S) 32, 32A-321), OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA. (CONTAINS 0.24 ACRES)
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NOTES:
1 SILT FENCE SHALL BE
PLACED ON SLOPE "' .
CONTOURS TO MAXIMIZE
PONDING EFFICIENCY.
EXTRA STRENGTH FILTER
STEEL OR WOOD
POST
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FABRIC NEEDED WITHOUT
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2.
INSPECT AND REPAIR
WIRE MESH SUPPORT
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FENCE AFTER EACH
STORM EVENT AND
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
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REMOVE SEDIMENT WHEN
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SIDE OF POSTk
NECESSARY. 9" MAXIMUM '
RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT �, � • '� ' `'O
SHALL BE DEPOSITED TO
AN AREA THAT WILL NOT M"
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CONTRIBUTE SEDIMENT z a , 10' MAXIMUM SPACING WITH
OFF -SITE AND CAN BE
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WIRE SUPPORT FENCE, 6'
PERMANENTLY STABILIZED.
MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
STEEL OR WOOD
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POST- 36" HIGH MAX.
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PONDING HEIGHT
PONDING HEIGHT
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FLOW
`°
FLOW
4"X6" TRENCH WITH
COMPACTED BACKFILL"
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.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF
RECORD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
5. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR `V 89056'20" W AND ALL
OTHER BEARINGS ARE RELATIVE THERETO.
6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE
REFERENCED TO U.S. SURVEY FEET.
8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS
BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO
NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY
OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF
CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS
AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS
OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE
STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER
GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN'HEREON. ADDITIONS,
DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS
SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF
THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN
INTENDED BY THE SIGNING SURVEYOR.
10. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88).
11. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHO N HEREON WERE
PROVIDED BY THE CLIENT. d@S SURVEYING & MAPPING, LLC TAKES NO RESPONSIBILITY FOR
THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE SHOWN ONLY FORTHE
CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL
GOVERNING MUNICIPALITIE@: i
DRAINAGE AND GRADING NOTES:
1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
THE INTENT OF STORM WATER DESIGN.
STORMWATER POLLUTION AND EROSION CONTROL
NOTES:
1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
_
LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
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EROSION AND SEDIMENT CONTROL.
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2 SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
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AREAS.
3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
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4, CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE PROJ. NO. 19-1380.12
SODDED. DATE 09.09.19
5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER SHEET NO.
CONSTRUCTING.
6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. ® 1
R[[ kol _ SHEET 1 OF