20220435 Ver 1_More Info Received_20220804 (3)

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30,286 SF
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30,368 SF
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44,856 SF
1.03 AC
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38,383 SF
0.88 AC
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33,766 SF
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43,160 SF
0.99 AC
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35,544 SF
0.82 AC
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35,183 SF
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34,650 SF
0.80 AC
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30,820 SF
0.71 AC
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30,776 SF
0.71 AC
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30,732 SF
0.71 AC
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30,144 SF
0.69 AC
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DATE:03-28-2022
SCALE:AS SHOWN
DESIGNED BY:FLM
APPROVED BY:FLM
PROJECT NO.:21024
ORIGINAL PLAN SIZE: 24'' X 36''
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
#DESCRIPTION DATE BY
SHEET OF 18
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
0 1"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
CONSTRUCTION PLANS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
GRADING & DRAINAGE PLAN
C-5
5
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE-CALL CENTER
1-800-632-4949
INSET B - MAIL KIOSK DETAIL
SCALE: 1" = 20'
11'
6'
N
060 6030
SCALE: 1 INCH = 60 FEET
N
SR
.

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16'15'
PROP. 5'X10'X4"-THICK
CONCRETE PAD FOR
MAIL KIOSK (SUBJECT
TO CHANGE BASED ON
SELECTED KIOSK)
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. ADJACENT OWNERS
EX. PROPERTY LINE
EX. CHANNEL/STREAM
EX. FENCE
EX. ROAD CENTERLINE
EX. STORM SEWER
LEGEND
EX. RIGHT-OF-WAY
EX. STREAM BUFFER
EX. WETLAND
PROP. EASEMENT
PROP. RIGHT-OF-WAY
PROP. LOT LINES
EX. UNSUITABLE SOILS
EX. SHALLOW SUITABLE SOILS
PROPOSED SWALE 1
PROPOSED STORMWATER WETLAND
SW-2 (SEE INSET ON SHEET C-2)
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PROP. 30' X 50' SIGN
EASEMENT (TYP.)
PROP. 50'
LANDSCAPE BUFFER
EX. CHANNEL
(NON-JURISDICTIONAL)
EX. UNSUITABLE
SOILS (TYP.)
EX. SHALLOW SUITABLE
SOILS (TYP.)
EX. 30' UTILITY
EASEMENT
N/F
SONYA WILSON
D.B.2000, PAGE 165
PIN #1824-67-3669
N/F
RACHEL Q NINE
D.B. 1665, PAGE 486
PIN# 1824-66-5722
N/F
ROBERT GARNER
D.B.1126, PAGE 244
PIN #1824-46-7935
EX. DRIVEWAY TO
BE ABANDONED
EX. 15' UTILITY
EASEMENT
EX. BUILDINGS TO
REMAIN
EX. WELL
EX. TELECOM
BOX
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PROP. MAIL KIOSK
SEE INSET B
PROP. 10' X 70 SIGHT
TRIANGLE (TYP.)
SITE AREA (25.06 AC) IS WITHIN FALLS
LAKE WATERSHED; DEVELOPMENT IS
LIMITED TO 24% IMPERVIOUS COVER;
PROPOSED IMPERVIOUS COVER = 3.20 AC
(12.75%) WITH A MAXIMUM OF 6,500 SF/LOT
PROP. TEMP.
TURNAROUND
PROP. VARIABLE WIDTH
SCM ACCESS &
MAINTENANCE ESMT.
PROP. 20 FT.
DRAINAGE ESMT
PROP. 20 FT.
DRAINAGE ESMT
PROP. 20 FT.
DRAINAGE ESMT
PROP. 20 FT.
DRAINAGE ESMT
PROP. 25 FT.
TURNAROUND ESMT
R28'
R28'
PROP. 15 FT.
DRAINAGE ESMT
PROP. 15 FT.
DRAINAGE ESMT
PROP. VARIABLE WIDTH
SCM ACCESS &
MAINTENANCE ESMT.
50' PUBLIC R/W (TYP.)
EX. STREAM
TOP-OF-BANK (TYP.)
EX. 50' FALLS LAKE
WATERSHED BUFFER
EX. STREAM "SB"EX. STREAM "SA"
EX. WETLAND "WB-1"
EX. WETLAND "WB-2"
EX. WETLAND "WA-2"
EX. WETLAND "WA-3"
EX. WETLAND "WA-1"
20' EOP-EOP (TYP.)
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EX. STREAM "SD"
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PROPOSED STORMWATER WETLANDS
SW-1 (SEE INSET ON SHEET C-2)
INV. = 402.84'
INV. = 404.38'
PROPOSED 64 LF OF 54"
RCP SLOPED @ 2.41%
INV. = 397.25'
INV. = 398.67'
PROPOSED 80 LF OF 60"
RCP SLOPED @ 1.78%
INV. = 426.85'
INV. = 429.75'
PROPOSED 80 LF OF 18"
RCP SLOPED @ 3.62%
INV. = 405.00'
INV. = 405.80'
PROPOSED 64 LF OF 18"
RCP SLOPED @ 1.25%
INV. = 423.00'
INV. = 423.75'
PROPOSED 72 LF OF 18"
RCP SLOPED @ 1.04%
EX. WETLAND "WD-1"
EX. WETLAND "WD-2"
R50'
R35'
R40'R25'
FES 1
FES 2
HW 1
HW 2HW 3
HW 4
FES 5
FES 6
FES 4
FES 3
PROPOSED SWALE 3A
PROPOSED SWALE 3B
PROPOSED SWALE 2
PROPOSED SWALE 5A
PROPOSED SWALE 5B PROPOSED SWALE 4B
PROPOSED SWALE 4A
PROPOSED SWALE 6A
PROPOSED SWALE 6B
PROPOSED SWALE 6C
PROPOSED SWALE 6D
PROPOSED SWALE 6E
RSD-201
RSD-202
RSD-203
RSD-204
RSD-101
RSD-102
RSD-103
RSD-104
RSD-105
RSD-106
RSD-107
RSD-108
RSD-109
RSD-110
PROPOSED CD 1
PROPOSED CD 2
PROPOSED CD 3
PROPOSED CD 4
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GRADING AND DRAINAGE NOTES
1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C. ON JULY 7,
2021.
2. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
3. CUT AND FILL SLOPES SHALL BE AT 2.5H:1V UNLESS OTHERWISE NOTED.
4. SEE SHEET C-2 FOR STORM DRAINAGE CALCULATIONS.
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
325
PROP. CLEARWATER DIVERSION
PROP. LIMIT OF DISTURBANCE
PROP. TREE LINE
EX. STREAM TOP OF BANK
EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
325
OT 2
FES 8
OT 1
FES 8
KEY
RSD = ROADSIDE DITCHES
FES = FLARED END SECTIONS
HW = HEADWALL
CD = CLEARWATER DIVERSION DIKE
SB = RISER SEDIMENT BASIN
OT = OUTLET STRUCTURE
PROPOSED
RIP-RAP PAD
PROPOSED
RIP-RAP PAD
PROPOSED
RIP-RAP PAD
PROPOSED
RIP-RAP PAD
PROP. FENCE
PROP. GATE