SW4220801_Plansheet C-1.3 - Proposed Conditions_Site Plan_20220825

��EVE3T
° CREGULARLY
ETLANDS ARE LOCATED WITHIN THE
PROPOSED DEVELOPMENT AS THE
° ° a OF PROPOSED IMPROVEMENTS IS
DO AN AGRICULTURAL FIELD THAT IS
cD Q' ISTURBED. THE FLOODPLAIN AREA HASALUATED FOR SUCH FEATURES
\ IV N
0
0 0
MARK WAYNE & DONNA T SHARPE
161903
ALAMANCE COUNTY
DB 3518 / 277
Q `�Q SIZE: 86.73 AC
FIRE n USE. GENERAL FARM
APPARATUS
ACCESS °
EASEMENT ,
4
" i " APPARATUS TURNAROUND WESTERN BOUNDARYTESCREEK"
PER
DEFINED BY THE
CENTERLINE OF "MOTES CREEK" PER EXISTING
SCALE: 1 " = 30' BOUNDARY SURVEY BY BOSWELL SURVEYORS,
INC. JOB NO.20-101-400 DATED 4/1612020
moo CONCRETE PAD
t FOR CBU (PER
p Z USPS)
v
v p
p p
A
v p 4 Q o
R5.00' 0 P,
v p
v
p
4 00
CBU (ACCESS
4 p 0 FROM PAD)
p�
0
v
v p v
p p CONCRETE
p ADA RAMP
CBU ACCESS PER p 0 a V
ALAMANCE V 0
COUNTY 5 00'
REQUIREMENTS 9.0
4
NOTE: PARKING SPACE SHALL BE A 2%
MAIL KIOSK (CBU) INSET MAX. SLOPE (ALL DIRECTIONS). RAMP
SCALE: V = 5' SHALL BE ADA COMPLIANT.
TYPICAL CROSS SECTION
6'
SHOULDER
1" PER FT.
8" ABC
60' NCDOT RIGHT OF WAY
26'-0"
PAVEMENT
2"SF9.5B-
1/4' /FT
NATURAL
GAS LINE TO
BE LOCATED
IN THE
SHOULDER
6'
SHOULDER
1/4' /FT I 1 " PER FT.
STREET LIGHT
TYP.
ELECTRIC, CABLE, AND
TELEPHONE TO BE
LOCATED IN THE
SHOULDER
LEGEND & NOMENCLATURE
SYMBOLS
Ex. iron pipe/rod or nail
❑S
Traffic signal box
O
Sanitary Sewer Manhole
Ex. concrete monument
Iron Rebar Set
(D
Utility pole
•
New iron pipe
Fire hydrant
Lamp post
•
Calculated point
Valve (water or gas)
Signal pole
©
Cable pedestal
O
Existing Iron Found
Guy wire
❑T
Telephone pedestal
°@
Sanitary sewer cleanout
0
Calc. Corner
❑E
Electric pedestal
❑
Storm curb inlet
Straw Wattle
❑i
Fiber-optic marker
P
Diilt
Drainage inlet (w/grate)
Silt Fence Outlet
ABBREVIATIONS
NOTES SYMBOLS
Outlet Protection/
Plunge Pool Riprap
DB
Deed Book
CE
Construction Entrance/Exit
60,000000
Inlet Protection
PB or BM Plat or Map Book
DD
Temporary Diversion Ditch
o°o o°
0000do
(Block &Grave( or
Hardware Cloth)
N/F
Now or formerly
PD
Permanent Diversion Ditch
Pg.
Page
IP
Inlet Protection
SF
Square feet
SB
Slope Blanket
AC.
Acres
R/W
Right-of-way
SF
Silt Fence
NCSR
NC State Route
F�
Silt Fence Outlet
NCDOT NC Dept. of Trans.
SW
Straw Wattle (72" see details)
R/W
Right-of-way
TS
Temporary Seeding
EX.
Existing
PS
Permanent Seeding
RCP
Reinforced concrete pipe
PVC
Polyvinyl chloride pipe
TP
Tree Protection Fence
(M)
Measured
CW
Concrete Washout Area
AG
Above ground
DW
Silt Bag Dewatering
BG
Below ground
BM
Blanket Matting
OP
Outlet Protection/Plunge Pool
LINETYPES
SS
Ex. Sanitary Sewer
W
Ex. Waterline
OHE
Ex. Overhead Electric
UGE
Ex. Underground Electric
Sp
Ex. Storm Drain
- X X -
Ex.Fence
Ex. Treeline
SS
Sanitary Sewer
W
Waterline
OHE
Overhead Electric
UGE
Underground Electric
SD
Storm Drain
X
Fence
Treeline
�','
Baffles
Diversion
Temporary Slope Drain
SF
Silt Fence
LD
Limit of Disturbance
TP
Tree Protection
\
JERALINE M CURTIS
167902
ALAMANCE COUNTY
DB 30571993
SIZE: 39.89 AC
USE. GENERAL FARM
MELVIN DENTON
761953
ALAMANCE COUNTY
DB 4134 / 478
SIZE: 12.17 AC
USE. VACANT
NC GRID COORDINATES
NAD 83(2011)
N 809532.69
E 1912877.73
I
I
( I
a 22 M N I
/ 34769 SF N N N N N
0.80 AC
25 w I
Na 23 24 N 30269 SF 26
0 31475 SF 31621 SF o 0.69 AC - (_ 33360 SF
z _0.�AC z V73-AC- -
Z z _0. 77 AC 27 I
Z 43676 SF
100AC I
21
95641 SF \
2.20 AC /\ \
JI �
EX. TREELINE
R35.00'
S7g°53, L=23.11'
ZONEAE (100 YEAR) 26.00' RIBBON PAVEMENT 54"E 13638'
R=15.00'-\
FLOODPLAIN
R35.00' ,
• a . GOSHAWK LANE o
\ _ 60' PUBLIC R/W) S78° o � 53'S4"E 146.33'l _` S� 00'
5 f---- L=25.01' i
20 �ti MAIL KIOSK (CBU) R=15.00'
\ 65820 SF SEE INSET
7.57 AC I
f
10' X 70' SIGHT
\ / \ ci � TRIANGLE (TYP)
18 W w M
\ "M O
W 30854 SF 0 1 16 N 15 O
I �2 N 0_71 AC 30444 C 32078 SF LU L
32507 SF
V
o 8 0.74 AC 0.75 AC o 14f cV
N 19 M
\ I m �9137-S-F z o 36726 SF !�
N 1.36 AC � 0.84 AC
I f / 2
I J 41)
-
/ N8 ° 35' I /
LOCAL STREET LOT
ROW
r /
/
W O
U �
O
N
C
UUO o
M
M
N
V
ts.th' I b MARVIN MORROW NEWLIN REV
1y99e \ as° 1$' oo° --PHA-4 // I ~ TRUST
3� \ PHASE I N84° 37' 47"W g ALAMANCE COUNTY
\ N840 37' 47"w 1 ts. DB 2212 1146
\ \ \ \ USE: GENERAL FARM
LOT BREAKDOWN
1\ Q \ SF OUTSIDE OF
13 f LOT FLOOD PLAIN TOTALSF
LOT21OFFSITE Q \ \ \ \ \ 44419SF 1 35,904 93,429
/SEPTIC SOIL 1.02 AC
/ SUPPLYLINE \ \ \ f 2 34,426 57,815
EASEMENT \ \ \ f 3 38,811 45,170
\ \ \ 4 41,415 45,779
\ \ \ f 5 42,958 48,891
EX. EOP 6 41,679 59,557
\ \ 12 \ f 7 43,643 64,467
\ 44247 SF
\ \ \ 1.02 AC \ f 8 49,547 69,230
\ \ \ \ \ \ f 9 47,580 47,580
f 10 47,580 47,580
\ \ 11 47,580 47,580
\ \ \ f 12 44,247 44,247
\ 11 \ f PHASE 1 13 44,419 44,419
LOT 21 \ \ 47580 SF \ f PHASE ll 14 36,726 36,726
OFFSITE \ PHASE 1 \ 7.09 AC jr
SEPTIC \ \ f 15 32,501 32,501
LOTS 1-13
AREA \ SUBMITTED \ f 16 32,078 32,078
SEPARATELYAS 17 30,444 30,444
\ PRELIMINARY PLAT \ f
\ \ \ ON 11102121 10 \ !' 18 30,854 30,854
\ \ \ 47580 SF \ f 19 44,818 59,137
\ \ \ \ \ \ 1.09 AC \f / 20 30,807 65,820
21 30,448 95,641
22 31,156 34,769
23 31,475 31,475
24 31,621 31,621
25 30,269 30,269
26 33,360 33,360
27 43,676 43,676
30,000 SF MIN.
60' MIN. LOT WIDTH
30' MIN. STREET SETBACK
20' MIN. REAR SETBACK
10' MIN. SIDE SETBACK
20' MIN.
10' 10'
MIN MIN
L
60' 30' MIN.
MIN.
GOSHAWK LANE
TYP. LOT DIAGRAM/LA
CORNERLOT
60' MIN. LOT WIDTH
30' MIN. STREET SETBACK (LOCAL)
25' MIN. SIDE STREET SETBACK
20' MIN. REAR SETBACK
10' MIN. SIDE SETBACK
10'
C
MIN
T)
25' MIN.
z
30' MIN.
J
60'
Q
MIN.
lLJ
GOSHAWK LANE
POUT
ZONE AE (700 YEAR)
FLOODPLAIN
LINE TABLE
LINE
BEARING
DISTANCE
L1
S44° 03' 16"W
18.33'
L2
S22° 45' 38"W
21.34'
L3
S2° 03' 49"E
60.37'
L4
S 28' 46' 04" E
52. 82'
L5
S26° 58' 49"W
39.46'
L6
S10° 41' 47"W
23.62'
L7
S25° 51' 52"W
18.78'
L8
S 15' 21' 27" E
41.35'
L9
S42° 270T E
26.77'
L10
NO* 54' 42" E
29.56'
L11
NO' 54' 42" E
33.77'
L12
S8° 07' 40"W
52.29'
L13
S 10° 52' 19" E
20.62'
L14
S19' 48' 19"E
34.05'
L15
S10° 23' 47"W
109.82'
L16
S21° 25' 06"W
97.95'
L17
SO* 01' 20" E
23.70'
Know what's below.
Call before you dig.
GRAPHIC SCALE
30 0 15 30 60 120
(IN FEET)
1 inch = 60 ft.
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C3 PROJECT #:
21-026
REVIEW PROJECT #:
XX-=
SHEET #:
C-1.3