HomeMy WebLinkAboutGrading & Drainage PlansNOTE
FLOOD ZONE: S
PROJECT DATA: STEEL OR woo
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER 1. SILT FENCE SHALL BE EXTRA STRENGTH FILTER POST
FILE
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FLOOD INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. PLACED ON SLOPE. FABRICNEEDED WITHOUT
CONTOURS TO MAXIMIZE WIRE MESH SUPPORT N
SITE ADDRESS: BENCHMARK NOTES: PONDING EFFICIENCY. ATTACH FILTER FABRIC
7106 PASO ROB ES BOULEVARD THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH 2. INSPECT AND REPAIR SECURELY TO UPSTREAM
LOT 9 FT. PIERCE, FLORIDA 34951 AMERICAN VERTICAL DATUM (NAVD) OF 1988. FENCE AFTER EACHSIDE OF POST ui
FFE-24.43' LOT 8 STORM EVENT AND z
SITE DATA: REMOVE SEDIMENT WHEN y N
NO WELL WITHIN 75' IMPROVED OWNER: REQ'D PROPOSED NECESSARY. 9" MAXIMUM
NO WELL WITHIN 75' WJHFL,LLC. LOT SIZE: 10,000S.F. 10,125S.F. RECOMMENDEDSTORAGE Flp
LOT WIDTH: 75' 75 F.T. HEIGHT. k E E o
75.00`(P& ) 3091 GOVERNO S LAKE DR, STE. 300 \ O
_ . _ 1:.. NORCROSS, GA 30071 3. REMOVED SEDIMENT r o- m
MAX. BUILDING COVERAGE: 301% 1,866 S.F. (18.4%) SHALL BE DEPOSITED TO jar % 10' MAXIMUM SPACING WITH J m
- I MIN. OPEN SPACE: 40% 7,590 S.F. (74.9%) AN AREA THAT WILL NOT ` 4 `-% 1 / WIRE SUPPORT FENCE, 6'- o N E
ENGINEER: (. ") MAXIMUM SPACING WITHOUT ( ] w m L
OTHER IMPERVIOUS AREA N/A 669 S.F. 6 5 /o CONTRIBUTE SEDIMENT v h ' WIRE SUPPORT FENCE `+.� Q It a
OFF -SITE AND CAN BE
1 U.0' P.U.D.E. MILLS, SHORT 3 ASSOCIATES, LLC: PERMANENTLY STABILIZED. t,
21.7 21 so+ STEEL ORWOOD W O
\�l 700 22ND PLACE, SUITE 2C POST- 36 HIGH MAX. O = U)
PONDING HEIGHT _
SETBACKS: REQ'D PROPOSED 0 w w
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VERO BEACH, FLORIDA 32960
772 226 7282 FRONT YARD (S) 25' 30.00' PONDING HEIGHT 6 w = ao m
( ) SIDE YARD (W) 7.5' 11.91
- 15' B.S.L. 06 SIDE YARD (E) 7.5' 26.03' FLOW FLOW N rn
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H&H SURVEY C NSULTANTS ���
REAR YARD N 15' 50.33' 4"X6" TRENCH WITH
O SURVEYOR: t" MIN: DRAIN ROCK .`
! i im COMPACTED BACKFILL tg
ch 131 WEST BROA WAY, SUITE 1001 INSTALLATION WITHOUT TRENCHING
TRENCH DETAIL. v ai
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OVIEDO v G FL I
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OR A 32765
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SILT FENCE INSTALLATION DETAIL - TYPE IV. N
PARCEL 1.D.:to
24.7t SCALE: N.T.S. ; cv
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d P OPOSEDSWALE O N m
W FLOW LINE SINGLE FAMILY RS-4)co
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�j 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. in 2
Tt C] PROPOSED 3k3'
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LAND USE: LL
CONIC EL. =23.23 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE o
23. 7 SINGLE FAMILY IESIDENCE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 0_ U
PROPOSED SWALE 22.35 I I "am cu
26.03 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A N m FLOW LINE
3.07 2210 LEGAL DESCRIPTION: MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. Oo d
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LOT 4, BLOCK 104,LAKEWOOD PARK, UNIT N0. 9, ACCORDING TO THE
F- >
4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
uJ PLAT THEREOFAS RECORDED IN PLAT BOOK 11, PAGE 27A-27D OF THE BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
ro PUBLIC RECORDS OF ST: LUCIE COUNTY, FLORIDA: 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
�r LOT 3 I WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
I IMPROVED 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
° ��
290t ..a '° : I LOT 5 STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER. SE \\ ,//
FFE-23.68 M.E.. ,: IMPROVED SYSTEM. CONTRACTOR SHALL NOTIFY
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ENGINEER SHOULD THE ADJACENT
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` PROPERTY i E GRADES V �Y
ARY FROM THOSE SHOWN ON THE PLAN AND RANGE •�• / C i
FFE 23.57 THE INTENT F �� 5''
O STORM
22.50 M.E. WATER DESIGN.
STORMWATER POLLUTION AND EROSION CONTROL . W C 1
s 22.3o NOTES: viof
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1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
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LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE �i� /' •"' • • �`.�
EROSION AND SEDIMENT CONTROL. J \
x 4 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
= E AREAS.
.:.. p:.. 3. ALL AREAS OUTSIDE'GF 51T r ENCING SHALL UNDISTURBED. TURBED:
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a1.: • ' ' r----1 -� 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
1050 GAL TANK SODDED. O
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( I 5. CONTRACTOR SHALL � I FULLY D SO RETENTION A I REA IMMEDIA
TELY AFTER
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E :°: ,,._; I I CONSTRUCTING.
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6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. Q
6) Ll d 8.1 •5 L 750 SQ-FT, 5.4 O
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I_ 2. t I - - a o- I. AREA 2. t
0 ? M.E. L cl4 r 25' B.S.L.•_ I I M.E. j
r r ----- - --J- --- x 23.23 30.0 w U U) " _ " lA
O PORCH PROPOSEDIV I I I - 24-0-- - MAX. 1%SLOPE
O CONC. DRIVH� I 24. I,. r--.-----.----- _
n 23.8 --- ---- - - --- -- --- 5.0
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25 0
I240 ---------------------------J24.0
-------------- --- - - -0-------------'- 216t'_� 23.0
j O 4 I PROPOSED DRAINFIELD a
23 0 - --- PROP DRAIt�FlEL6 ---
O I 16.0 0 - - --- -------------------- - ---- 4H:IVSLOP 22.Ot
220-- --- --- ---- E.O.P. F
a o ch 23.0 --- � -M:E. --- ---- --- - 22.0
o c�i I 4 M I M 21.0�- ----------- ----------- 19.5t 21.0 W
M n - I I I:. 15.3' EX GRADE '`
I' o I I I I o 20.0L= ----- CiSWALE- _:'�� W
-- --- ---- - -- -- -- __ __ _
O I Io .. -1I - --'I 20.0 fn
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FIR 1/2° 224. SECTION A : C m cn
n 22.4 21s 22.0 SCALE I"=5'
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4 ° PROPOSED 12"X1 8
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F'.F.E. - 23.57
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24.0
24.0 '-----------
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5.0% 22.9t
--- ----- ---------=--------
SLOPE M.E.
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25.0 ---- ------------------------ --
'---- 22'2 --
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21.0, - --- -----
EX. GRADE•C
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SCALE 1"= 5'
SCALE I... 5'
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SITE sNL PROJECT
LEGEND:
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EL: 21.1. 49'
' W
= PROPOSED FINISHED GRADES
PROJ. NO. 19-1380.15
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=PROPOSED DRAINAGE PATTERN
DATE 09.04,2020
HP = HIGH POINT
M.E.
= MATCH EXISTING
SHEET NO.
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= DRAINAGE STRUCTURE
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SHEET OF