SW4210801_Plansheet C-1.4 - Grading_Drainage Plan_20220421

\ STEVE M & PAULETTE MCPHERSON
729604
\ ALAMANCE COUNTY
27771203
\ SIZE. 9.21 AC
USE. VACANT
STEVE M & PAULETTE MCPHERSON
129599
ALAMANCE COUNTY
3291369
SIZE. 37.75 A C
USE. GENERAL FARM
Know what's below.
Call before you dig.
\ HOWARD F COBLE TRUST
729677
\ ALAMANCE COUNTY
D.B. 1682 / 0419
SIZE: 9.73 AC
\ USE. SINGLE FAMILY RESIDENTIAL
/ EP SW OF LINE
17.32'
EX. PEBBLESTONE TRAIL
PRIVATE GRAVEL ROAD
PER P.B. 40 / 9
KELLY D MEADOWS
129616
ALAMANCE COUNTY
17711392
SIZE: 7.48 A C
USE. SINGLE FAMILY RESIDENTIAL
EX. BARN
,
APPROXIMATE
PROPERTY LINES / \ EXSHED
EX. STORAGE
PER D.B. 1771 /392
. \ \
I it I
I I
\ I
EX. GRAVEL DRIVE
� I I
� ' I
EX. PUMP HOUSE \ % �$658 658 I
` 65a 30LF 15" CLASS
\ - i Ill RCP STORM I
PIPE 657
/ 657
Ile
� I
� INV OUT I
EX. ONE
STORY FRAME 1.
DWELLING
i
i
i°e
i
Idle
41,
EX. CARPORT
EX. SHED /
SEPTIC
SOILS AREA
"NOTE. NO MARGINAL LANDS LOCATED ON THE
SUBJECT PROPERTY
NEW SOUTH LUMBER CO INC
129676
ALAMANCE COUNTY
D.B. 15911825
SIZE. 37.87 AC
USE. INDUSTRIAL
� I
653.50 -656i I I EX. GRAVEL DRIVE
656 TO REMAIN UNTIL
1
NEW ROAD IS � BUILT
655 \
—\ INV. IN ARIABLE WIDTH I
653.80 655 PERMANENT
\ \ / 654 DRAINAGE I
\ ASEMEN� 54 I I I
� I
\, 653
\ I
\ 653
65A I
6s2 PD-2 A I I
\ — I
65 ' I
\ 653 657 651-
I
\ � 650
652 �650 I
\ \ 649 649 I
I 64g INV. IN 636.85
� I
\ \ 5 648'
647 I W
PD-1 DRAINAGE EASEMENT
647
4 646 �: PROPOSED PIPE #2: /
645 I 223LF 24 " STORM PIPE /
%\ tea°' / 644 / I INV, OUT 635.70
646 6`43
qb / 642 I
EX. INV. IN 635.42/
64 - -641 5 /
640 I I I
LEGEND & NOMENCLATURE
MARY MCGUIRE & WILLARD ISLEY (TYPICAL)
129615
ALAMANCE COUNTY
n `D
�\ I
I \y
/
°
ary /
�^
644
h
639
641.50 HP 9
I
I
\
�/
SYMBOLS
LINETYPES
D.B.4771834
\
/ /
— 639
I
NC GRID COORDINATES
SIZE. 50.39 AC
USE: VACANT
/ / `\
WIDE STORM q
INV. OUT 639.00
NAD 83(2011)
❑S
O Sanitary Sewer Manhole
Traffic signal box
65� v
/ `\
DR AGE EASEMENT
64�-
i I I
N 811686.93
Ex. iron i e/rod or nail
P�P
—ss ss— Ex. Sanitary Sewer
PD-4
I I
E 1875283.15
❑
Ex. concrete monument
q-P
Iron Rebar Set (D Utility pole
Fire hydrant Light Pole
W w Ex. Waterline
/ \
�9
6
_ -641
/
I '/
O
New iron pipe
LJ
Ex. Overhead Electric
I\
6�9
642— � 5
I k/
r,?
O
Calculated point
>Q
Valve (water or gas) Power Pole
-OHE OHE
\
/ \
INV. IN 639.30
647 43 I
I I /�
I /
A
9LF oo.
©
Cable pedestal
O
Existing Iron Found Guywire
❑
—uce uce— Ex. Underground Electric
g
I 'PROPOSED
/
0 p' —
PIPE #1:
Telephone pedestal
°�
Sanitary sewer c(eanout 0 Calc. Corner
—so so— Ex. Storm Drain
652
/
y,
60LF 24" STORM PIPE
641
540 I
�
/
EX. 24"
Electric pedestal
❑
Storm curb inlet Straw Wattle
—x—x—x—x— Ex. Fence
�
I
/ �
\
\
\
//
RCP ROAD
CULVERT
PD-1
r
642---
'
20' WIDE STORM
NE
k DRAINAGE EASEMENT
� 43 I • � \�i EX. INV. OUT 635.13
\ �'\ 20' WIDE I I i % ` INV. OUT 637.00
STORM
A PD-3 DRAINAGE I I / qq PROPOSED PIPE #3.
b\ 44 SEMENT I I I // �-r 50LF 78" STORM PIPE
7 ' ' �INV. IN 637.25
I I I I V
\ �
O
SONYA HOLT BATEMAN
775377
ALAMANCE COUNTY
I I D.B. 1694 /240
SIZE: 32.07AC
USE. VACANT
GRAPHIC SCALE
50 0 25 50 100 200
(IN FEET )
1 inch = 700 ft.
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C3 PROJECT #:
20-085
REVIEW PROJECT #:
Z�-=
SHEET #:
C-1.4