HomeMy WebLinkAboutGrading & Drainage PlanD
PROJECT DATA:
--- - - .# -
SITE ADDRESS: FLOOD ZONE: A New Residence
116 HARRIS STREET THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES'X' for:
PER FLOOD INSURANCE RATE MAP 120286-o -G• DATED NOVEMBER 4,
FORT PIERCE, FLORIDA 34982 1992
SCALE:1 '=10'
BENCHMARK NOTES: jl
D s' te' zri' OWNER' THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE K i \�
k § t I
MARK & KELLY McELWEE ;NEEDED BY SURVEYOR). THE ORIGINAL BENCHMARK IS (NEEDED BY
El
111 W ARBOR AVEUNE SURVEYOR).
PORT ST. LUCIE, FLORIDA 34%2 MARK
SITE DATA:
REO'D PROPOSED
ENGINEER. LOT SIZE: 10.000s.F. 7,963.36 S.F.
LOT WIDTH: 76 100, McELWEE
MILLS SHORT & ASSOCIATES, LLC-
800 EIGHTH STREET FRONT SETBACK. 25' 29,74'
_ STREET SETBACK: 20' 20.75• 116 Harris Street Ft.
VERO BEACH, FLORIDA 32962 REAR SETBACK: 15' 15.26'
T P F L (772) 226.7282 SIDE YARD 7.5' 8.4T Pierce, St. Lucie
- ' MAX. LOT COVERAGE: 30'.6 9,667 S:F. (67.7%)
Cp o dv ,. P F AL o a County, Florida
Q N89 57 07 W 101.82 (M �,' �k= e8 e 4
SURVEYOR:
34982-7802
�i FENCE (2.4' OVER)
.... .... .-.. .,..,>.".�.. «. -. ,.. .,., --' ... .- BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC.
T 791 NORTHEAST DIXIE HIGHWAY
JENSEN BEACH, FLORIDA 34957
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A
�f v ✓' �a �c �n „ . ;a '_;T 4 F, FENCE (I.T OVER) (772) 334-0868
EL,=so.o PARCEL I.D.:
C� \ Copyright02m(5, Gregory John Burke I ARCHITECT, PA
29.83 15' REAR SE 3532-503-0041.000.E 0
wIN,.:< ,.: •sa ;' x y , ., �k; ZONING.
` ` (}PET RESIDENTIAL FAMILY R
.1 Na 17 ,y OCT 1 Q4< jig
t FAM 6 4
;I DRAIN 4r ' fl
Q, 1r. SLOPE TO DRAIN 17 f LAND USE:
r k I SINGLE FAMILY RESIDENCE ` u i Il l i r �L
CARPORT M rFxx, r( Greo John Burke ARCHITECT PA
LEGAL DESCRIPTION: 9 �'
r P
`t YE t-�- ; 333 17'"Street: Suite Vero Beach. Florida 32960
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.I? PH: 772.299.6999 EM: gbu+ko@bu"a"ftw[S com
THE SOUTH 100 FEET OF LOTS 13 AND 14 AND THE WEST 22 FEET OF THE SOUTH
y i i r Cart. of Author. No. AA26001974
CTt 100 FEET OF LOT 15, BLOCK 3 OF HARRIS SUBDIVISION, ACCORDING TO THE PLAT
All
t5 t Z THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 5, OF THE PUBLIC RECORDS OF
Ci t ST. LUGIE COUNTY, FLORIDA,
p Ci1Vl1 COn5Uiiant:
CoMi11S, Short
-4 it
�.0
HARRIS STREET
ASPHALT PAVEMENT
GRADING AND DRAINAGE PLAN
SCALE: 1" = 10'
SURVEYORS CER77FICA17(JN.'
1HERESYCERIVY TOASSUILTPOOL DECK AND ?'OPOFWOOD REMINIWALL
ELEVATIONSOAKYWASPREPAREDUNDERmyRESPONSIBLECHARCE WETSTNE
STANDARDS OFPPAC77CEASSETFORTHByTHEFLORIDABOARD0 OFESSIONAL
SURVEYORSANDMAPPERSINCHAP7ER&I-17,FL000AADMINIS VE CODEAND 7HA T
ITISIRUEANDCORRECTTOTHEBESTOFMYKNOWLEDGEAND EF.SURVEY MAPANO
REPORTORTHE COPIESTHEREOFARENOTVAUDWITHOUTTH GNATUREAND THE
ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR MAPPER.
D. WA
SSI L SURVEYOR 8 MAPPER
A7EOFFLORIDA
NOTES
I. SILT FENCE SHALL BE
PLACED ON SLOPE
CONTOURS TO MAXIMIZE
PONDING EFFICIENCY,
2. INSPECT AND REPAIR
FENCE AFTER EACH
STORM EVENT AND
REMOVE SEDIMENT WHEN
NECESSARY. 9" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT
SMALL BE DEPOSITED TO
AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT
OFF -SITE AND CAN BE
PERMANENTLY STABILIZED,.
Associates
DRAINAGE AND GRADING NOTES.
Stre
Vero 6e0aoh,, Ftlor et,
1, ELEVATIONS SHOWN HEREON ARE 1N FEET, REFERENCED TONAVD 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.--
o...
5. IMPERVIOUS SURFACES WITHIN 10 FEET OFTHE BUILDING FOUNDATION SHALL BE
SLOPED A MINIMUM OF 2PERCENT AWAY FROM THE BUILDING.
No. Date Description
6. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY WITH -
-
CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
00 09:27,16 Permit, Pricing & Construction Package
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 OFSTORM WATER
DESIGN.
STORMWATER POLLUTION AND EROSION CONTROL NOTES:
t - -ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY
LAND DEVELOPMENT ORDINANCE, CONSTRUCTION SITE EROSION AND SEDIMENT
CONTROL.
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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.
to
< ¢ PONDING HEIGHT
.Ow
EXTRA STRENGTH FILTER STEEL OR WOOD o
FABRIC NEEDED WITHOUT POST ( FLOW
WIRE MESH SUPPORT
ATTACH FILTER FABRIC
- 'J" MIN. DRAIN ROCK
SECURELY TO UPSTREAM g'r;
SIDE OF POST INSTALLATION'WITHOWT TRENCHING
' 10' MAXIMUM SPACING WITH
WIRE SUPPORT FENCE; 6'
MAXIMUM SPACING WITHOUT
6 " WIRE SUPPORT FENCE
SILT FENCE INSTALLATION DETAIL - TYPE IV.
SCALE: N.T.S.
STEEL OR WOOD
POST- 36" HIGH MAX,
PONDING I DOHT
1 m FLOW
4 +li
4"X6"TRENCH WITH
COMPACTED BACKFILL
THE CH DETAIL
m
GRADING AND DRAINAGE PLAN!
North Arrow,
Drawn. Pro), No.:
JWM 1290.00
Ct*cked:
JWM€Ja. 7414
SA.,
_ N/A _ yS`EF
CDate: <5Y 'Zosio�"-\N
TR TOR cap `' .
Shee: No
A 74145
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27 SEP 16 DateSigrwd