NCC222851_Site Plan or Location Map_20220816

I o 7 4 2.2' 0 I,
Lp � II
64.4' 26.0' N I I I
I
'� CONDUIT I I
I I
CONNECT TO EX. CURB
_ &GUTTER. REPLACE TO I I I I
Y \ S 60'33'33" W I I
>o.00' NEAREST JOINT.
LP
3' WIDE CONCRETE ( s 603333" w i--_______
VALLEY GUTTER I I
= 283.24'
o I r(( R15' --- ------------- �1
0 _G--o
1 7
i � � ❑ I �I � I I
3' WIDE
30' 20' /
CONCRETE FLUME I I I
u 6' TALL PRIVACY FENCE PER I I
MANUFACTURERS SPECS PROPOSED TOP OF
< SEE SHEET CL101 FOR
LANDSCAPING. I I BANK OF BB&T POND /
/ / 4 TALL WOODEN FENCE
W/ (2) 4' GATES BY WAWA
FIBER
II
\ 10' LANDSCAPE BUFFER I WITNESS
E _ I POST I CONNECT TO
Y \ I R15' _ _ i — — —EX. SIDEWALK
— — � ) 22K GAL. & (1) 20K GAL.
rl-NDERGROUNDU STORAGE TANKS
0 R45' +� —(SEE FUEL PLANS)
*I
30' /,�"1 DUMPSTER ENCLOSURE
o\ DIRECTIONAL SIGNAGE (TYP) I (SEE ARCH PLANS)
(SEE SIGNAGE PLANS) I Q (SEE NOTE 11) INFILTRATION ,� — — VENT STACK
N I �POND �� g \ 6 X6 CONCRETE PAD W/ 2
o BOLLARDS (SEE FUEL PLANS)
CPk� R50.;...
t
+!' * R20' R5' I
o SITE LIGHTING (TYP) © II
Q (PER PHOTOMETRIC PLANS)
— E RNER 10' 5' �\ �� \1�•�
30' IC
R50' +L 4" WHITE
o
• 24' o I
MINI SKIPS
E STORM STRUCTURE (TYP) R8' R8' „❑ °� a
p R 5'
(SEE SHEET CG101) ❑ o` ®� 150'
❑ i i 10, 11' 5' ° °
20' ° p 10' LANDSCAPE BUFFER
BIKE RACK BUILDING SETBAC13
Q 6' TALL PRIVACY FENCE PER
Q MANUFACTURERS SPECS oI R8' - R15'
0
°
r
SEE SHEET CL101 FOR
r° I
l a LANDSCAPING. � zzs' CONC. STATION PAD W
3:BOLLARDS
II AIR PARKING ONLY SIGN REMOTE E—STOP DIRECTIONAL ARROW
II R15' R15' (SEE FUEL PLANS)
° \ r
0 10' LANDSCAPE BUFFER
L ch o \ 20' a
I
. . . . . . . . . . .
*
0 I� 10' 10' (TYP)
� Q I ❑ ` ° 210'
12'
o
� `N: 848528.40
5 E: 2982808.79
II 30' 20' •10' 14' 20' 30' a 30'" 29' � 5 WIDE CONCRETE
o u I SIDEWALK
FIRE LANE PAVEMENT
NO LIT SIGNAGE ON
WEST ELEVATION. FUEL DISPENSER �I
;o o MARKING (TYP) -5' ° 8'�
Z RELOCATED MILE
Y , pv (SEE FUEL PLANS) MARKER SIGN
3 ° ° k
I
Q N 4" WHITE
I�0� SOLID STRIPE
z
o 8' � ° �
o ADA STRIPING & s; ,� 150'
SIGNAGE 3 r F %H
FUEL CANOPY
BUILDING DOOR (TYP) (SEE FUEL PLANS)
MOUNTABLE CURB W/ s', a r"
STAMPED CONCRETE . o— (SEE ARCH PLANS) ` ° 26,
LOADING ZONE r ° N: 848478.28 ° J 4' BLACK VINYL COATED CHAIN
(SEE NOTE 3) E: 2982909.77 I LINK FENCE W/ 4' GATE
� ° I °,12'
' 14'
OH
°
r
10'X70' SIGHT TRIA14GLE
a
II
R10'
5' WIDE PAINTED
R10'
I 1
PYLON SIGN
a
CROSSWALK (TYP)
CONCRETE
20 FT TALL, 59 SF
3' WIDE CONCRETE
VALLEY GUTTER
30'
NCDOT DIRECTIONAL
BOLLARD (TYP) 30'
R20
I 1
(SEE SIGNAGE PLANS)
:\
CURB RAMP
1
R10
NO PARKING FIRE LANE
R10 R5'
I I I
DIRECTIONAL
OW
a)STOP
24" WHITE STOP BAR
`40' _
70'
°
1
SIGN
35' °, ° °
r °
�
20' 5' WIDE CONCRETE
. ,
NCDOT I'—'�
1
1
RELOCATED NO U—TURN SIGN
5
DIRECTIONAL SIGNAGE (TYP)
i
°
SIDEWALK
DIRECTIONAL
�l
& FOURTH STREET SIGN
L)
SEE SIGNAGE PLANS
( )
_
s>5s4a" w 2�2.3t'
R20'
CURB RAMP -
■ ° ■
R4o'
10' WIDE PAINTED
o
B
r
Rao'
10'
CROSSWALK
°a
O
R20' R20'
J
12'
30 BUILDING
SETBACK
NCDOT DIRECTIONAL
n
100
CURB RAMP
10'
LANDSCAPE BUFFER
= o
Q 4 DOUBLE SOLID 4" WH9ITE MINI SKIPS
Y "YELLOW STRIPE 90.86' — -
o
Q DIRECTIONAL ARROWS
< a RELOCATED SPEED
LIMIT SIGN
n Q
0
C
� o
2 u
o�
a L
z
f
s
� o
0
TE
I o
u
�a
0
24" WHITE STOP BAR
STOP SIGN
1'
NCDOT DIRECTIONAL
CURB RAMP
200'
-4" SOLID WHITE DIRECTIONAL ARROWS)
STRIPE 24" WHITE STOP BAR
RELOCATED STOP SIGN
RELOCATED NO
U—TURN SIGN
i I PARALLEL
CURB RAMPS
/ R 40'
5' WIDE CONCRETE
SIDEWALK
I
I CONNECT TO
EX. SIDEWALK
I
I
2p-
I I
� I _
I
0
SITE NOTES
1. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE
AT 2'-0" O.C. 45• TO THE DRIVE AISLE.
4. TWO COATS YELLOW TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR
ONSITE PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT
SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT
STROKE).
5. ALL STRIPING IN RIGHT—OF—WAY TO BE THERMOPLASTIC IN ACCORDANCE
WITH NCDOT STANDARDS.
6. PROPOSED CONCRETE PADS TO HAVE 2 FT X 2 FT CHAMFERED CORNERS.
7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON
PAVEMENT STRIPING UNLESS OTHERWISE NOTED.
8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE
NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'-0" FROM THE
FACE OF CURB AND 2'-0" FROM THE EDGE OF CURB AND GUTTER AND
THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW
PRODUCTS.
9. REFER TO SHEETS CS501 — CS502 FOR WAWA STANDARD DETAILS. SEE
SHEETS CS503 — CS507 FOR CONSTRUCTION DETAILS.
10. PROVIDE MILLED BUTT JOINTS ON EXISTING PAVEMENTS AT OVERLAY
TRANSITIONS.
11. DUMPSTER SHALL BE SERVICED BY A PRIVATE HAULER.
SITE LEGEND
WAWA ASPHALT PAVEMENT
(SEE SHEET CS506)
STANDARD DUTY CONCRETE PAVEMENT a
(SEE SHEET CS506)
HEAVY DUTY CONCRETE PAVEMENT
(SEE SHEET CS506)
CONCRETE SIDEWALK
(SEE SHEET CS502 FOR ONSITE, CS506 FOR
OFFSITE)
PERVIOUS CONCRETE PAVEMENT
(SEE SHEET CS506)
ASPHALT PAVEMENT IN RIGHT—OF—WAY
(SEE SHEET CS506)
FOURTH ST IMPROVEMENTS
(SEE SHEET CS506 FOR SECTIONS)
2'-6" CURB & GUTTER
(SEE SHEET CG101 FOR REVERSE VS REGULAR)
6" CURB
PROPERTY LINE — —
PRIVACY FENCE —_—_—_—_—_—_—_—_—_—_—
GRAPHIC SCALE IN FEET
0 15 30 60
Cn
z
O
Fn
w
OIz
N
c9
CV
U Q
z >
O
'o
00
=
O
vi U
rq
w
� W
CV
Q m
o<�o
0
z
cn
Q
X z
>
o
o
<0
O
o
�_
co J
\V
L �
CV �
�w�
w
CV �
CV ~
0 Y
W
N z
z
o
■�
pQ=
CN
Ln
C Aft
2Q:�FQSS4••:�q
0975 '
6/14/2022 —
%,��NEB �
z
m
m
U
NO
ILLJ CD
D CDC
CD
Q
Q
Ord
�
L'JN
-
m
m
�DO
o
o
m
o
Q
Z
Q0
w
__j
z
z
3:
Y
U
Y
O
Q
U
Q
w
cn
c�
c�
U
z
Q
J
W
MJ
U)
Q
z
J
o
J
z
Q
=
W
J
z
00
O
z
W
LL
D0wULu
_j
J
w
>
W J
i
d
Qcn
Q
z
W
Q
Q
w
J
J
SHEET
NUMBER
CS101