HomeMy WebLinkAboutGrading & Drainage PlanPROJECT DATA:
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NOTES:
FLOOD ZONE; STEEL OR WOOD
N 1. SILT FENCE SHALL EXTRA STRENGTH FILTER POST
SITE ADDRESS: THE BASED UPON MY REVIEW OF THE "FLOOD INSURANCE RATE MAP" OF ST. LUCIE COUNTY, PLACED ON SLOPE FABRIC NEEDED WITHOUT
FLORIDA, COMMUNITY PANEL NO. 12111C0070J, EFFECTIVE DATE 2/16/2012, THIS PROPERTY IS CONTOURS TO MAXIMIZE WIRE MESH SUPPORT
7801 JAMES ROAD LOCATED WITHIN FLOOD ZONE "X", DEFINED AS AREAS DETERMINED TO'BE OUTSIDE OF THE PONDING EFFICIENCY.
FT. PIERCE, FLOItIDA 34951 0.2% ANNUAL CHANCE FLOODPLAIN. ATTACH FILTER FABRIC
2. INSPECT AND REPAIR SECURELY TO UPSTREAM
BENCHMARK NOTES; FENCE AFTER EACH SIDE OF POST
SCALE:1" = 10' ) VERTICAL DATUM OF STORM EVENT AND
OWNER: 11988 NTAOVD88 ,, AND MORESPECIFICALLY TO THE FLORIDA PERMANENT REFERENCE REMOVE SEDIMENT WHEN
0 5' 10, 20' l ) CARPENTER COMPANIES FLORIDA, LLC. ( ) ( ) NECESSARY. 9" MAXIMUM
C� NETWORK FPRN CONTINUOUSLY OPERATING REFERENCE STATIONS CORS STEW, SBST &
)" �a �C�" 1302 2ND STREET STE. 200 FLFD. RECOMMENDED STORAGE
y n n ^ ROAD
o n ® TAMPA, FLORIDA 33605 HEIGHT.
/-11V' fl F1 Ex. coNc.APR SITE DATA: s
N TO 3. REMOVED SEDIMENT k
REQ'D PROPOSED 10' MAXIMUM SPACING WITH
SHALL BE DEPOSITED TO
70.0' R/W (PAVED) BE REMOVED AND ENGINEER: LOT SIZE: 10,000 S.F. 10,000 S.F. n < WIRE SUPPORT FENCE, 6'
AN AREA THAT WILL NOT k + s MAXIMUM SPACING WITHOU'
7 REGRADE TO MATCH LOT WIDTH: 75' 80 F.T. „
MILLS, SHORT & ASSOCIATES, LLC. CONTRIBUTE SED ENT
s
' . a EX SWALE OFF -SITE AND CA BE 1 * WIRE SUPPORT FENCE
700 22ND PLACE, SUITE 2C
::. __ - a-:. .._. _. - _ .._.,_ FOUND NAIL PERMANENTLY STABILIZED: STEEL OR WOOD w
h 19.9t BM EL.=20.83 VERO BEACH, FLORIDA 32960 MAX. BUILDING COVERAGE: 30% 1,867 S.F. (18.7%) 0
POST- 36" HIGH MAX. = PONDING HEIGHT
M.E. 1 MIN. OPEN SPACE: 40% 7,536 S.F. (75.4%) g 9 C0
q \ (772) 226-7282 ( ) PONDING HEIGHT en F- _
' OTHER IMPERVIOUS AREA N/A 597 S.F. 5.9% O w
m zo FLOW
q d x SURVEYOR. Plow
' REQ'D 15" 0 CMP q 7j 1
EX. 12x17 CMP - j'' � EX. 12x17 CMP H&H SURVEY CONSULTANTS SETBACKS: REQ'D PROPOSED g Q
r W. INV = 18.8 I <-
1� 1� E. INV. = 18:7 x `K FRONT YARD (N) 25' 25.5' 4"X6" TRENCH WITH
j t� p U hlb. taJ. 131 WEST BROADWAY; SUITE 1001 SIDE YARD W 7.5' 21.45'" MIN. DRAIN ROCK
( ) COMPACTED BACKFILL
x p OVIEDO, FLORIDA, 32765 SIDE YARD (E) 7.5' 21,32' INSTALLATION WITHOUT TRENCHING
lb I e I99€ ill 1119 191ii 0 REAR YARD (S) 15, 44.85' TRENCH DETAIL
(407)542-4977
Oj• rl EX. 12x17 MP C�
AND MES TO
x S89°35'26"E(M) °r_ 20.82 BE REMOVED X /� PARCEL I.D._
® q � -/ SILT FENCE INSTALLATION DETAIL -TYPE IV.
. - 1301-603-0020-000-4
20.4± 80.03'(M) 80.00'(P) PROPOSED 0.4t SCALE: N.T.S.
16:00'
M.E. WELL M.E.
o �, ZONING:
SINGLE FAMILY (RS-4)
L� DRAINAGE AND GRADING NOTES:
PROPOSED �OQ LAND USE: 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
Q
11 q o Q
i 16' CONC N Od I SINGLE FAMILY RESIDENCE 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
` DRIVEWAY, "+ f��/ BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
°21.5 I LEGAL DESCRIPTION: 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
LOT 20, BLOCK 17, LAKEWOOD PARK, MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
AS RECORDER IN PLAT BOOK 10, PAGE 63, 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
� 25' B.S.L_i I PUBLIC RECORDS OF ST. LUCIE COUNTY COUNTY, FLORIDA. BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
q 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
1 521.45' 22 21 94 c D 22.0 ( I� EXISTING WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
20.8 __ ... WELL
6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
J STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
\ ro ( 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.
g STORMWATER POLLUTION AND EROSION CONTROL
NOTES:
IL 1 ojl'lC 1 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
s , y O LUCIE COUNTY LAD DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
oS 2L5 • t • - {. N EROSION AND SEDIMENT CONTROL.
4 _. '• Y•-t ,,�+ �x • a
215 20.90 2. SILT FEN
CING SHALL BE INSTALLED AROUND THE PER
IMETER OF DISTURBED
- _0 22.0
22.0 1I
Lj PROPOSED 3X3AREAS.
ICONICPADft _
21.3 -._ F c �_ EL. 22 5 ''. +""»` �. , , . `�..„ .„ -�.' � " s � ""•-`" `"-``r="'-'" .•`-",. � 3. F.IL �?E-'iS OUT.>IDF. OF SILT FENCING SF'ALL R-M,4,�- �.ND.,:TNR.BED, �^'
LOT 21,- y 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
FFE-23.58' �_�� ( SODDED.
LT"'' 0 4 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER
+. CONSTRUCTING.
41qO
o�. 1050 oo l LOT 19
� \ GAL �' �� �h FFE-21.46' 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
N 1 Q TANK 5.3 'µ
o I \ 22 .0
Z 21.5 ` 22.0 21.5 22.17 25.50'
' 20.65 PORCH 10.0'
0.7
jj ,
i ,
- - - PROPOSEDTX3' 24.0 ----------------------- -- -IO - ----- - `-------------- 24.0
- r- O _ -- ---- -----
'I CONC. PAD ,
EL.22.3' io 23.0 22.0------ ---- =- ---------Ia--------- -- ---a 23.0
N 22.0 ------ 4:1AX.SLOPE 20.4t 19.9t---I 22.0
21.5
-_ - --- -- ---- ---- --- ----
o - W 18.6t E.O.P.
_--_-- -- ---- --- ----
21.25 0 -- ---- - -- -- __
21.5 O 21:0 F- -- ----- --- CL SWALE 21.0
Z 20.0 - t 5 -SLOPE --- Ex.--- --- ---
f------- --- ---- -- ---------
I GRADE -- -__� 20.0
L---- - ---- 19.0
��Ilg I
SECTION A
1,350 SF {
vi UNOBSTRUTED i
WW m AREA I SCALE1 5'
IZ
15' B.S.L. RAINFIELD 900 S.F.
_ _ -- - - - -- - - y- - - - - - - w I�
20.2t 21.05 - - 21.0 20.35± I z 21.45' IL
j w
M.E. 10.0' D.U.E. M.E. 21.42 FFE=22.5
10.00 F.F.E 23,58__
-,y�e -^ J FFE=22.5 10.00 a.
2 .2 - ----- ------ -- a ------------- -- r--------
�e - ----- ----- 23.0 22.0 ---- - - -- --
Lu
ro,
22.0 O -I ----------
20:2 --- - - ---- - ___ 21s5
c721.0 IN:5:�% ---- ---- MIIv.5.0% 21.3t
M
20.0 - ----------.--.---� �-i'. 20.0 i�-.-----
- .. _ .. 19.0 L- --- ----- ----------- -----� ! 19.0 _._ _:. --------------
S890 35 26n E(M) 80.03 (M)'
° SECTION B 1 SECTION C
U ! /
- „o-,., - _ ,y n er,w .4._ ,yv . _..---- = 5' SCALE 1 - 5
�` SCALE 1„
LOT 10 � � LOT 12 -
VACANT NO WELLS LOCATED I - VACANT NO WELLS LOCATED
LOT 19 i J
IMPROVED Jp
NO WELLS LOCATED i c
44.85' Ld w
a
it
6.63' i 10.00' n•
FFE=22.5 4.00, 4.00`
23.0 -- =-- _- - ---- -- - - ---- -
-_-- - 23.0
22.0 r- -- --- - 21 25 ---- - --- -- - �- 21 ---99.fit_-
------ MAX 1,0°/u EX. SWALE 22.0
PROJECT LEGEND: 21.0 - - ---- --- - - -- 21.0
f -- -_
- PROPOSED FINISHED GRADES - L MIN 5.®% PROP DRAINFIELD--��
i -PROPOSED DRAINAGE PATTERN 20.0 --- ---- - --- ---- ---- `_ __ -
20A
--- "
f / HP = HIGH POINT -- - ---- --- 20.E 1
I M.E. =MATCH EXISTING SECTION D 1 � 0 z
0 = DRAINAGE STRUCTURE SCALE 1 "= 5'
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PROJ.NO. 19-1380.16
DATE 09.04.2020
SHEET NO.
-1
SHEET 1 OF 1