HomeMy WebLinkAboutGrading & Drainage PlanN
SCALE:1" = 20'
0 10, 20' 40'
NO WELLS IN RANGE
x e* x-- FRB AfcBM--�I I R6 S'_I-ARK_1SJ� RD__ _Fm&NAILBM --
F ELF✓=21.95' 70.0' R W (P) ELV=21.87 "
lip, 1p
l $-.�hi�........
FT� "WATCH FOR CHILDREN" SIGN I
Y� x£„ 270.00'(P&M)
16.00' < N89°57'00"E(P&M)
N89°57'00"E(P&M) 114.00'(P&M) FIR5/6
® 113 4286"
c A " 22. 21.4 SIR 5/8'
N "LB 782
CONC SWi1"
22. W 9tl
1
°
',,22.0;--
w
� ��22.2 I THI(K
z o_ I DRAINFIELD
N CONc N
.� DRIVE , 22.B
SEPTIC O j i_ w --- - 0 ¢ b f-
DRAINFIELD J W M o LL 20.�'
w d' ti' � € I � .zi 900 GP L 3� � v", � �„0" s 3.0 x 21.7
ox
O i
Q7'
22.0 ( 22.2 a 1 14.0' rJ ( LOT 25
IMPROVED
Z 750 SOFT 06 FFE-23.41'
o £ UNOBSTRUCTED a
Q AREA p
W I PROP. A/C PAD to B CD
J I I EL.=23.5
22.4
W x Yob I Ye !" I q
I 22.0 nnr --b 23 01"'"" ' r ` 23.0
od
I
S /
PR P. NC w
W
_ S1 OOP EL. 23.17
O
12.5
d
s
I m
O
o m
al 22.0.0 I ~ w
- - -F - - - - - - - - - - - - - - - - - - I
c,
10.0' U.E. PROPOSED WELL - -
`o
OHE -. ME ..-^:_ MF •• ME Mf-.-...... ME .-...^. ME ME -..... Mf. • !...... OHi�y� M{[:- all -:-..••• F CI,: x�R --- ME--•-
® ��p N1`57'00"E(P&M) - --114.'0,q"(P&M) b \
---I, ----------- -----
I \
LOT 1
BLOCK 118 LOT 2'
VACANT IMPROVED
LL
FLOOD ZONE:
PROJECT DATA:. BASED UPON MY REVIEW OF THE "FLOOD INSURANCE RATE MAP" OF ST. LUCIE COUNTY
UNINCORPORATED AREAS, FLORIDA, COMMUNITY PANEL NO. 12111 C0070J, EFFECTIVE DATE
FEBRUARY 16, 2012, THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X", DEFINED AS
SITE ADDRESS: AREAS DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN.
6805 CITRUS PARK
FORT FIERCE, FLORIDA 34951 BENCHMARK NOTES:
ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF
OWNER: 1988 (NAVD88), AND MORE SPECIFICALLY TO THE FLORIDA PERMANENT REFERENCE
NETWORK (FPRN) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) FLFR, STEW &
WJHFL'y LLC. SBST.
3300 BATTLEGROUND AVENUE #230
GREENSBORO, NC 27410 SITE DATA:
O
REQ'D PROPOSED
N
�p
LOT SIZE: 10,000 S.F. 14,820 S.F.
d�
(w N
ENGINEER: LOT WIDTH: 75' 114 F.T.
co
Cu
MILLS, IISHORT & ASSOCIATES, LLC
® o
700 22ND PLACE, SUITE 2C MAX. BUILDING COVERAGE: 30% 2,052 S.F. (82.3%)
( } LL
MIN. OPEN SPACE: 40% 12,210 S.F. (74%)
�✓ d v
VERO BEACH, FLORIDA 32960 OTHER IMPERVIOUS AREA N/A 558 S.F. (3.7%)
(772)26-7282
ca m
9a
O 2
o
SURVEYOR: SETBACKS: REO'D PROPOSED
H&H SURVEY CONSULTANTS FRONT YARD (W) 25' 55.42'
131 WEST BROADWAY, SUITE 1001 SIDE YARD (E) 7.5' 20.25'
OVIEDO, FLORIDA 32765 REAR YARD (S) 15, 47.89'
co
(407)542-4977
M 0
PARCEL I.D.:
q
T .
y
1301-611-0409-000-0 PROJECT LEGEND:
9 nnr = PROPOSED FINISHED GRADES
N
ZONING; X:X = PROPOSED DRAINAGE PATTERN
(
° NN
SINGLE FAMILY (RS4) HP = HIGH POINT
(6 �3
M.E. = MATCH EXISTING
c 3
LAN[ USE; Q = DRAINAGE STRUCTURE
r 3
SINGLE FAMILY RESIDENCE
1=
z m
>:
Ow
LEGAL DESCRIPTION:
T
EL
LOT 26, BLOCK 54, LAKEWOOD PARK UNIT 5, AS
RECORDED IN PLAT BOOK II, PAGE 5, PUBLIC
RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
I
t11Y
DRAINAGE AND GRADING NOTES: : NOTES:
`S` p 6�
1. SILT FENCE SHALL BE EXTRA STRENGTH FILTER STEEL OR WOOD
�: Z.} e;
POST
1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88: PLACED ON SLOPE FABRIC NEEDED WITHOUT
CONTOURS TO MAXIMIZE WIRE MESH SUPPORT
ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE PONDING EFFICIENCY.
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. ATTACH FILTER FABRIC
2. INSPECT AND REPAIR SECURELY TO UPSTREAM
. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A FENCE AFTER EACH SIDE OF POST
II��
MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. STORM EVENT AND
REMOVE SEDIMENT WHEN
IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
NECESSARY. 9" MAXIMUM
BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
RECOMMENDED STORAGE
"
SLOB
SUN I t.AC I U12 ai-r.4LL. rcEdlEr'Vr`'R'UPUuaD uRNvL-6 YU EiN.,Grd= UUMPAIi131LITY
HEIGHT.
,M
-
WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
3. REMOVED SEDIMENT
r o
SHALL BE DEPOSITED TO
x}
10' MAXIMUM SPACING WITH
6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
AN AREA THAT WILL NOT
WIRE SUPPORT FENCE, 6'
STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
CONTRIBUTE SEDIMENT
`�
MAXIMUM SPACING WITHOUT
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
OFF -SITE AND CAN BE
V: r
WIRE SUPPORT FENCE
PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
PERMANENTLY STABILIZED.
STEEL OR WOOD
w
THE INTENT OF STORM WATER DESIGN.
� POST- 36" HIGH MAX.
PONDING HEIGHT
STORMWATER POLLUTION AND EROSION CONTROL
PONDING HEIGHT
_
NOTES:
FLOW
°°
Flow
1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
z
LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
4"X6" TRENCH WITH
42„ MIN. DRAIN ROCK
EROSION AND SEDIMENT CONTROL.
COMPACTED BACKFILL
a
2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED BENCH DETAIL INSTALLATION WITHOUT TRENCHING
AREAS.
3. ALL ARF_rcSOUTSIDE OFSILT FENCING SHALL REMAIN UNDISTURBED. SILT FENCE INSTALLATION DETAIL _TYPE IV.
4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE SCALE: N.T.S.
SODDED.
m
z:
W
O
U
w
O
w
iu
J
5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER V m U
CONSTRUCTING.
6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
cn
m
w
O
a
Q. -
C
LI_
z
N
g
C
Lu
m
Cn
¢
W
_,
z
=
o
Q D-
z
o
Q
O"
z
U�
o
L
(D
Q� p
w
3
U CO
a f
PROJ. NO. 19-1380.19
icofatt��`®
DATE 01.25.2021
COPY
SHEET NO.
C-1
1 1
SHEET OF