HomeMy WebLinkAboutGrading & Drainage PlanPROJECT DATA:
FLOOD ZONE: DRAINAGE AND GRADING NOTES:
BASED UPON REVIEW OF THE "FLOOD INSURANCE RATE MAP" OF SAINT
SITE ADDRESS: LUCIE COUNTY, FLORIDA, COMMUNITY PANEL NO. 01211 IC0070J, EFFECTIVE 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
8307 WINTER GARDEN PARKWAY DATE 2-16-2012, THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE 'X',
SCALE: 1" 10' DEFINED AS AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
FORT PIERCE, FLORIDA 34951 CHANCE FLOODPLAIN. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
OWNER: BENCHMARK NOTES: MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
WJHFL, Li ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
3091 GOVERNORS LAKE DRIVE, SUITE 200 VERTICAL DATUM OF 1988 (1 AND MORE SPECIFICALLY TO THE BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
M) PEACHTREE CORNERS, GEORGIA 30071 FLORIDA PERMANENT REFERENCE NETWORK (FPRN) CONTINUOUSLY
WINTER GARDEM�� PKWY OPERATING REFERENCE STATIONS (CORS) Fi STEW & FLFD 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
71 RIW (P) ENGINEER: SITE DATA: WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
FND NAIL 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
MILLS, SHORT & ASSOCIATES, LLC. Ri PROPOSED STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
700 UND PLACE, SUITE 2C LOT SIZE: 10,000.0 S.F. 10,480 S.F. SYSTEM, CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
LOT WIDTH: 75.0' 80.0' PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
VERO BEACH, FLORIDA 32960 THE INTENT OF STORM WATER DESIGN.
MAX. BUILDING COVERAGE: 30.0% 1,664 S.F. (15.9%)
IN, 4W (772) 226-7282
. . ........
.. .... MIN. OPEN SPACE: 40% 8,098 S.F. (77%) EL, p ��_ STORMWATER POLLUTION AND EROSION CONTROL
OTHER IMPERVIOUS AREA N/A 718 S.F. (i
n-El I'D 6"M NOTES:
SURVEYOR:
bo H&H SURVEY CONSULTANTS 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
ri PROP. 12 x 17 C.M.P. u)
Lo m 131 WEST BROADWAY, SUITE 1001 SETBACKS: REQ'D PROPOSED LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
_25 0' 35.0- EROSION AND SEDIMENT CONTROL.
(W) INV. 18.5 FRONT YARD (N)
(E) INV. = 18.4 SIDE YARD (W) 7.5' 10.01
OVIEDO, FLORIDA 32765
60
(407) 542-4977 SIDE YARD (E) 75 35.33' 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
as 4,b SWALE-4- SCALE- SWALE- SWALE SWALE'
41/- NA WALE- REAR YARD (S) 15.01 41.0' AREAS.
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12X1711 Cmp
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PARCELI.D.: 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
130160503480005
4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
S89047'3 I'E M -8 0. 0 Q'(p 6, ZONING: SODDED.
5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER
FIR \LO.56± �132 19 J/ SIR 5/8" RS-4 CONSTRUCTING,
5/8" M.E. "LB 7821"
16.00, 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
N 0.82'
LAND USE:
142 SINGLE FAMILY RESIDENCE
L 12:.00l NOTES: STEEL OR WOOD
351,7 EXTRA STRENGTH FILTER
LEGAL DESCRIPTION:. 1. SILT FENCE SHALL EL POST
PLACED ON SLOPE FABRIC NEEDED WITHOUT
ST DRAINFIELD, LOT 26, BLOCK 54, LAKEWOOD PARK UNIT 5, AS RECORDED IN PLAT CONTOURS TO MAXIMIZE WIRE MESH SUPPORT
ZAINFIELD
BOOK 11, PAGE 5, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. PONDING EFFICIENCY,
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
6 2. INSPECT AND REPAIR SIDE OF POST
FENCE AFTER EACH
21-6- STORM EVENT AND
F
REMOVE SEDIMENT WHEN PROJECT LEGEND:
CONC NECESSARY. 9" MAXIMUM
LLI PROPOSED FINISHED GRADES RECOMMENDED STORAGE
L) o \X�X HEIGHT.
PROPOSED DRAINAGE PATTERN
z HP =HIGH POINT 3. REMOVED SEDIMENT 10' MAXIMUM SPACING WITH
0
M.E. = MATCH EXISTING SHALL BE DEPOSITED TO r WIRE SUPPORT FENCE, 6'
AN AREA THAT WILL NOT MAXIMUM SPACING WITHOUT
x1p 0 = DRAINAGE STRUCTURE CONTRIBUTE SEDIMENT WIRE SUPPORT FENCE
21.44 10.00. 1 \2 IQ OFF -SITE AND CAN BE L STEEL OR WOOb w
PERMANENTLY STABILIZED. � POST- 36" HIGH MAX. Z: PONDING HEIGHT
_j z 0
PONDING HEIGHT Om
co
b Mt. 12.29" FLOW FLOW
lui
;7J5
45X6"i RENCHIVViTH
L " MIN. DRAIN ROCK
CCOMPACTEDBACKFILL 4
2
UNOBSTRUCTED
750 SOFT FT womi
co LOT 25 INSTALLATION WITHOUT TRENCHING
AREA 0 TRENCH DETAIL
PROP. CONC.
LOT 27 A/C PAD m 01�91 BLOCK 54
co VACANT
10
FFE-22.56' EL. 222.101.60 21.60 NO WELLS FOUND SILT FENCE INSTALLATION DETAIL - TYPE IV.
c mi
SCALE: N.T.S.
C-1
T
35.0'
M CD w
x z
25.0 --- 22.35 ---------------------------------------------------------------------------- ----- ---------------------------- 125.0
co R Lo 12.0'
24.01-- --PORCH ----------------------------------- ------------ Im
10 i -i- -------------------------- tur----- ----------------- ------------ 240
2 21.6 21.46 10- r I ,
----------------------
1 0 1.23.0
4bo� ---- ------- ------- -- ---1 22.0
c) 21.8i. z 22.0 - -- ----- ------------------------------- -------------------------------------- n
-------- -------------- 19,5*
--- 22.0 --- F��6�-. DRAIN-TF4ELD ---- ----------- --------------- M-
z 21.0:-----22.0 --- E.---j ------ ----------------
---- 21.0
PERIME 20.0L_ ---------- --- ------ 18.5:t
___E5CGRADff ---- --------- 20.0
21 \22.1
9 0-1= 21.3 TER 77�� - - - - - - v"L__
2-S \22-10 ----------- CL SWALE
BERM --------- 19.0
PROP, TXT
CONC. STOOP ------------------ ------------ ---- 18.0
A
SCALE I"= 5' z
EL. 22.35' SECTION A
�21 60 \21 60 w
z
35.3't I w i 0
10.01 PERIMETER F.F.E. 22.6 10.01
F.F.S. 22.6 5.0, 24.0- ----------- -------
24 1 ----- ---- ------ -------- -- ------- BERM ----------- 2 22-.f ------ --- ---
23.01 ----- - --- 21.6 -- ---- - Z7 -22A --------------- I- SLOPE 22.0 21.6
-- ---- ---- 3.
22.0 -------------- 1/_ -2- -6 --- -- -- ---- ----- - --- �_ X� ------------
PROP 20.0± M.E. 21.0'---T ----------
ELL* 21.0 ---------- --- i ± 5% SLOPE EX.GRADE
I -------- 20.0 --- ----
20.10: ------- --------------
i----------------- ---- PROP, G ------------ 19.0 L -- --------- ----- -
19.0 L ------------------ \ -------------------------------
21.0 x 21.0 EX. GRADE SECTION C
x SCALE 1"= 5'
SECTION B
Xlfl ,I;, SCALE 1"= 5'
x w
z
Z
SIR 5/8 80.00'(P&M)
S89047'30"E(M) SIR 5 8" 33.01±
0
"LB "LB 7821" 22.6 10.01 1- 10'DR/il I
7821 STOOP - 24.0-1 ---- ----------------- ----------------------------------
i 71 .24.0
23.023.0
: �±_q"LOPE ----------- PROP.GRADE 1
------ /� - 21.6 - -- ------------- I -------------- ----- 11
22.1 -------------- /� ------ --------- ------- - 21-.0 t ------ ------ 122.0
.ot'----= ---- 77 ---------
LOT 5 21 --------- :21.0
LOT 4 FFE-24.1 1' LOT 6 2111 ------------------------
\ -----------------
--------
lq�o L --------------------------------- Ex. GRADE ----------
FFE-23,98' FFE-22,53' _Er SWALE ---- 1,19.0
0@ SECTION D ------------------- 18.0
SCALE 1 5'
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i NO, 19-1380.20
DATE 01.25.2021
SHEET NO.
C-1
SHEET 1 OF