HomeMy WebLinkAboutGrading & Drainage PlanPROJECT DATA:
FLOOD ZONE:
NOTES
STEEL OR WOOD
1SILT FENCE SHALL BE
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER .
EXTRA STRENGTH FILTER
FLOOD INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. PLACED ON SLOPE
POST
FABRIC NEEDED WITHOUT
CONTOURS TO MAXIMIZE
WIRE MESH SUPPORT
SITE ADDRESS:
BENCHMARK NOTES: PONDING EFFICIENCY.
7004 PENNY LANE
ATTACH FILTER FABRIC
THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH 2• INSPECT AND REPAIR SECURELY TO UPSTREAM
FT. PIERCE, FLORIDA 34951
AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK FENCE AFTER EACH
SIDE OF POST
UTILIZED FOR THIS SURVEY
IS NGS PIDDI4002, ELEVATION = 21.33' NAVD88. STORM EVENT AND
SITE BENCHMARK IS AS SHOWN. REMOVE SEDIMENT WHEN
OWNER:
NECESSARY. 9" MAXIMUM
WJHFL, LLC.
SITE DATA:
RECOMMENDED STORAGE
';Lp�
3300 BATTLEGROUND AVENUE #230
REQ'D PROPOSED HEIGHT.
LOT SIZE:
10,000 S.F. 11,700 S.F.
GREENSBORO, NC 27410
LOT WIDTH:
75' 90 F.T. 3. REMOVED SEDIMENT
SHALL BE DEPOSITED TO
a
10' MAXIMUM SPACING WITH
AN AREA THAT WILL NOT
WIRE SUPPORT FENCE, 6'
ENGINEER:
MAX. BUILDING COVERAGE:
30% 1,989 S.F. (17.0%) CONTRIBUTE SEDIMENT
MAXIMUM SPACING WITHOUT
MIN. OPEN SPACE:
40% 8,952 S.F. (76.5%) OFF -SITE AND CAN BE
WIRE SUPPORT FENCE
MILLS, SHORT & ASSOCIATES, LLC.
OTHER IMPERVIOUS AREA
N/A 759 S.F. (6.5%) PERMANENTLY STABILIZED.
STEEL OR WOOD w
700 22ND PLACE, SUITE 2C
F
POST- 36" HIGH MAX. O =
PONDING HEIGHT
VERO BEACH, FLORIDA 32960
OD
PONDING HEIGHT m 00 _
(772) 226-7282
SETBACKS:
REQ'D PROPOSED
FLOW
co
FLOW
FRONT YARD (8)
25'` 40.0"
f_ -
SIDE YARD (W)
7.5' 21.80' Z
e Z
SURVEYOR:
SIDE YARD (E)
7.5' 30.53'
H&H SURVEY CONSULTANTS
REAR YARD (N)
15` 36.0'
4"X6" TRENCH WITH
COMPACTED BACKFWITH L
t" MIN. DRAIN ROCK
131 WEST BROADWAY, SUITE 1001
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
OVIEDO, FLORIDA 32765
(407)542-4977
SILT
FENCE INSTALLATION DETAIL
- TYPE IV.
PARCELI.D.:
SCALE:
N.T.S.
1301-611-0187-000-7
ZONING:
DRAINAGE AND GRADING NOTES:
4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
SINGLE FAMILY (RS-4)
SODDED.
1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.
5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER
LAND USE:
2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
CONSTRUCTING.
SINGLE FAMILY RESIDENCE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.
3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDA'.^,ON A
LEGAL DESCRIPTION:
MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.
LOT 9, BLOCK 109, LAKEWOOD PARK,
UNIT NO. 9, ACCORDING TO THE
4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 27D OF THE
BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
(CONTAINS 0.29 ACRES)
WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
6. 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 AD IACENT
PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
THE INTENT OF STORM WATER DESIGN.
STORMWATER_ POLLUTION AND EROSION CONTROL
NOTES:
1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
.•
EROSION AND SEDIMENT CONTROL.
2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
AREAS.
3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
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SECTION D
Ex. swALE
ocn
PROJECT
LEGEND:
o�
°
SCALE 1"= 5'
10
4jv\r
= PROPOSED FINISHED GRADES
PROD. NO.
19-1380.
55
=PROPOSED DRAINAGE PATTERN
DATE
09.04.2020
HP
=HIGH POINT
SHEETNNO.
M.E. = MATCH EXISTING
0
=DRAINAGE STRUCTURE
,
01