SW4210801_Plansheet - Grading/Drainage Plan_20210811

Know what's below.
Call before you dig.
\ HOWARD F COBLE TRUST
729617
\ ALAMANCE COUNTY
D.B. 1682 / 0479
SIZE. 9.13 AC
\ USE. SINGLE FAMILY RESIDENTIAL
_A�_, /Zz
\ STEVE M & PAULETTE MCPHERSON
129604
\ ALAMANCE COUNTY
27771203
SIZE. 9.21 AC
USE. VACANT
lee
STEVE M & PAULETTE MCPHERSON
129599
ALAMANCE COUNTY
3291369
SIZE. 31.15 AC
USE. GENERAL FARM
/
/
/
/ EP SW OF LINE
/ 11.32'
/
/
/
/
i
LEGEND & NOMENCLATURE
/
SYMBOLS
LINETYPES
Ex. iron pipe/rod or nail
❑
Trabox
Traffic signalO
Sanitary Sewer Manhole
_SS_SS_
Ex. Sanitary
Y Sewer
Ex. concrete monument
Iron Rebar Set
(D
Utility pole
Ex. Waterline
New iron pipe
V
Fire hydrant
A
Light Pole
W W
Calculated point
�Q
Valve (water or gas)
�
Power Pole
—o"e o"e—
Ex. Overhead Electric
©
Cable pedestal
Q
Existing Iron Found
g
❑
Guy wire
—uce uce—
Ex. Underground Electric
❑
Telephone pedestal
0
Sanitary sewer cleanout
Q
Calc. Corner
—so so—
Ex. Storm Drain
❑E
Electric pedestal
E:1
Storm curb inlet
)
Straw Wattle
-x—x—x—x-
Ex. Fence
❑F
Fiber-optic marker
E�]
Drainage inlet (w/grate)
Silt Fence Outlet
Ex. Treeline
ABBREVIATIONS
NOTES SYMBOLS
Outlet Protection/
SS
Sanitary Sewer
Plunge Pool Riprap
DB
Deed Book
CE
Construction Entrance/Exit
o
000000o
Inlet Protection
W/
Waterline
PB or BM Plat or Map Book
DD
Temporary Diversion Ditch
0 0
°00000°
(Block & Gravel or
Hardware Cloth)
OHE
Overhead Electric
N/F
Now or formerly
pp
Permanent Diversion Ditch
UGE
Underground Electric
P9.
Page
IP
Inlet Protection
- so — so — so -
Storm Drain
SF
Square feet
SB
Slope Blanket
- x x x-
Fence
Ac.
Acres
R/W
Right-of-way
SF
Silt Fence
Treeline
NCSR
NC State Route
FO
Silt Fence Outlet
—/HHHHHH/—
Baffles
NCDOT
NC Dept. of Trans.
SW
Straw Wattle (72" see details)
Diversion
R/W
Right-of-way
TS
Temporary Seeding
Temporary Slope Drain
EX.
Existing
RCP
Reinforced concrete pipe
PS
Permanent Seeding
— SF SF —
Silt Fence
PVC
Polyvinyl chloride pipe
TP
Tree Protection Fence
— LD `D —
Limit of Disturbance
(M)
Measured
CW
Concrete Washout Area
— TP TP —
Tree Protection
AG
Above ground
Silt Bag Dewatering
BG
Below ground
BM
Blanket Matting
OP
Outlet Protection/Plunge Pool
EX. PEBBLESTONE TRAIL
PRIVATE GRAVEL ROAD
PER P.B. 40/9
KELLY D MEADOWS
129616
ALAMANCE COUNTY
17711392
SIZE. 1.48 A C
USE. SINGLE FAMILY RESIDENTIAL
EX. BARN
i
/
APPROXIMATE \
PROPERTY LINES / \ EX. STORAGE
PER D.B. 17711392
EX. SHED \
EX. PUMP HOUSE
Ile
MARY MCGUIRE & WILLARD ISLEY
729615
ALAMANCE COUNTY
D.B. 4171834
SIZE. 50.39 AC
USE. VACANT
EX. ONE
STORY FRAME
DWELLING
**NOTE. NO MARGINAL LANDS LOCATED ON THE
SUBJECT PROPERTY
NEW SOUTH LUMBER CO INC
729676
ALAMANCE COUNTY
D.B. 15911825
SIZE. 37.81 AC
USE. INDUSTRIAL
/_
EX. GRAVEL DRIVE
656 30LF 15" CLASS
III RCP STORK
PIPE 657- / I
657-
/ / / / I I I EX. GRAVEL DRIVE
1IV�6UT \ -/ / I I TO REMAIN UNTIL
653.50 NEW ROAD IS
/ / I BUILT
ININ
\� 65V.
654
-654-
v 653 -653-�
¢Y^CARPORT \ � / / � \ 6 \65
652-
657
EX. SHED \\ / \ �/ / i —
SEPTIC
SOILS AREA
(TYPICAL)
652� �650 650
-649-\/// /
649
-647,�
' _646-
INV. IN 636.85
- - - I
645— /"I I
V — -644—
646----643---'\_
�6 co / / / � — — -642— —
�a`O �!/// \64S----641—
i640Qb
644 / 641.50HP
20' WIDE STORM
DRAINAGE EASEMENT /
PROPOSED PIPE #2:
223LF24" STORM PIPE /
INV. OUT 635.70 /
EX. INV. IN 635.421
INV OUT-6.39,0
� G 0' WIDE STOR
CDR%NAEASEM T
INV. IN 9.30
-642— �� \
647
PROPOSED PIPE # : A A/(\ 6'I I I •
OLF 24" STORM P / 640 A I I
r0 52'/ /\ I I� //l l// / // / -641�
</ 643 26' WID�T RM
655 IAINAGE EASEMENT I I I
654 / �/\ \
v / / / I v I✓I / �Iv I I Iv / / i 44- I
654.SOSW 654 653 �� I �� I I I ��� /
1f1
654.35 SW 654 \ v \ \� \� , - / �� \ I I I I / /i (y • V \
\ - - - - - -
655.50 EOP
654.45 EOP/SW
654.85 EOP/SW411,
654
CBU INSET
SCALE: 1" = 10'
NC GRID COORDINATES
NAD 83(2011)
N 811686.93
E 1875283.75
A
00,
EX. 24„
"y RCP ROAD
20' WIDE STORM CULVERT
DRAINAGE EASEMENT EX. INV. OUT 635.13
INV. OUT 637.00
PROPOSED PIPE #3:
50LF 18" STORM PIPE
INV. IN 637.25
SONYA HOLT BATEMAN
175371
ALAMANCE COUNTY
D.B. 16941240
SIZE. 32.07 A C
USE. VACANT
GRAPHIC SCALE
50 0 25 50 700 200
(IN FEET)
1 inch = 100 ft.
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C3 PROJECT #:
20-085
REVjIEEW PROJECT #:
-Y=
SHEET #:
C-1.4