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- _ r N89057r 7W 53.10' M) BENCHMARK
% { C SET MAG NAIL & DISC (LB 6018)
l i s ELEVATION 31,38'
IZ
32.3' J
M. E.
CENTERLINE OF 30' RIGHT OF WAY
HARRIS STREET
ASPHALT PAVEMENT
,EYOR'S CERTIFICA770N
16YCERTIFY TO ASBUILT POOL DECKAND TOP OFWOC
PIONS ONLY WAS PREPARED UNDER MY RESPONSIBLE
LARDS OF PA407CE ASSET FORTH BY THE FLORIDA B(
'YORSAND MAPPERS IN CHAPTER 54-11, FLORIDA AOM
RUEAND CORRECT TO THE BEST OF MY0014tEDGE)
IT OR THE COPIES TTIEREOFARENOTVAUD K'THOUT
OIL RAISED SEAL OF FLORIDA LICENSED SURVEYOR,
ID MEET'S THE
OPESSIONAL
'CODE AND THAT
SURVEYMAPAND
UREAND THE
rS"SURVEYOR & MAPPER
- - ATEOFFLORDA
o 0
SITE ADDRESS:
FLOOD ZONE:
116 HARRIS STREET
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES'X'
PER FLOOD INSURANCE RATE MAP 120285-0292-G, DATED NOVEMBER 4,
FORT PIERCE, FLORIDA 34982
1992,
OWNER:
BENCHMARK NOTES:
THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE
MARK 8 KELI_Y McELWEE
(NEEDED BY SURVEYOR). THE ORIGINAL BENCHMARK IS (NEEDED BY
111 W ARBOR AVEUNE
SURVEYOR),
PORT ST. LUCIE, FLORIDA 34952
SITE DATA:
REQ'D PROPOSED
ENGINEER:
LOT SIZE: 10,000 S.F. 7,963.36 S.F.
LOT WIDTH_ 75' 100,
MILLS, SHORT & ASSOCIATES, LLC.
800 EIGHTH STREET
FRONT SETBACK: 25' 29.74'
VERO BEACH, FLORIDA 32982
STREET SETBACK: 20, 20,75'
REAR SETBACK: 15, 15,26,
(772) 226.7282
SIDE YARD; 7.5' 8AT
MAX. LOT COVERAGE: 30% 9,667 S.F. (67.7%)
SURVEYOR:
BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC.
791 NORTHEAST DIXIE HIGHWAY
JENSEN BEACH, FLORIDA 34957
(772) 334-0868
PARCEL I.D.:
NOTES
I. SIFT FENCE SHALL BE
PLACED ON SLOPE
CONTOURS TO MAX IVIIZE
PONDING EFF ICiENCY.
2. !NSPECT AND REPAIR
FENCE AFTER EACH
STORM EVENT AND
REMOVE SEDIMENT WHEN
NECESSARY, 9" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT
SHALL BE DEPOSITED TO
A, AREA THAT WILL NOT
CONTRIBUTE SEDIMENT
OFF -SITE AND CAN BE
PERMANENTLY STABILIZED,
3532-503-0041-000.6
ZONING:
RESIDENTIAL SINGLE FAMILY - RS-4
LAND USE:
SINGLE FAMILY RESIDENCE
LEGAL DESCRIPTION:
THE SOUTH 100 FEET OF LOTS 13 AND 14 AND THE WEST 2.2 FEET OF THE SOUTH
100 FEET OF LOT 15, BLOCK 3 OF HARRIS SUBDIVISION, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 5, OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA,
DRAINAGE AND GRADING NOTES:
1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
2, ALL DRAIN PIPE SHALL HAVE A MINIMUM COVER OF 2 FEET,
3. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
4. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MINIMUM OF 6
INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
5. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE
SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
6. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPA71BILITY WITH
CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN,
7, 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 ST. LUCIE COUNTY
LAND DEVELOPMENT ORDINANCE, CONSTRUCTION SITE EROSION AND SEDIMENT
CONTROL.
2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED AREAS.
3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
4, CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE SODDED.
5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONSTRUCTING.
6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
STEEL OR WOOD
EXTRA STRENGTH FILTER POST
FABRIC NEEDED WITHOUT
WIRE MESH SUPPORT
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
j 10'MAXIMUM SPACING WITH
WIRE SUPPORT FENCE,. 6'
�'� rr MAXIMUM SPACING WITHOUT
a ri WIRE SUPPORT FENCE
SILT FENCE INSTALLATION DETAIL - TYPE IV.
SCALE: N.T.S.
E, , o
OCT 10 7018
Permitting Department
St. Lucie County, FL
r
PONDING HEIGHT
�0Cu
r1,OW
;" MIN. DRAIN ROCK
INSTALLATION WITHOUT TRENCHING
0IEEL OR WOOD
POST- 36" HIGH MAX.
FKINDING HEIGHT
FLOW
r
4"X6" TRENCH WITH
COMPACTED BACKFILL
TRENCH DETAIL
A New Residence
for:
116 Harris Street Ft.
Pierce , St. Lucie
County, Florida
34982-7802
Copyright Co2oz6, Gregory John Burke i ARCHITECT, P,
a IIIIINIIIINI
Gregory John Burke ( ARCHITECT, PA
333 1 r Street Suite J Vera Beach, Florida 32960
PH, 772,299,6999 EM: gpurke@b rtkearchitects.com
Cent. of Author- No. AA26MI974
Civil Consultant:
Mills, Short &
Associates
800 8th Street
Vero Beach, Florida 32962
0
No. Date: Description
00 0927.16 Permit, Prxing & Construction Package
0
GRADING AND DRAINAGE PL/
North Arrow'
Drawn. Prol. No.: `tiititlit/tff
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JWM 1290.00 ��`� ��sr�,, 44e ff',
Checked:
JWM No 7414�/
Scale _
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N/A e
Date '� 4` ' ` (}18lCip
C94TRACMR COPY 't g05.
Sheet No.
74145 cmi
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27 rtSEP 16 Date S
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