SW5220103_Plansheet C401 - Proposed Conditions_Site Plan_20220124

/�,EFORE YO
9
CO
c��0� INA oNE OP��
SCHAAF FAMILY ENTERPRISES LLC
Deed Book 2249 Page 1107
CONCRETE FLUME ON
TOP OF WALL.
9'x20' STACKING SPACE
SCHAAF FAMILY ENTERPRISES LLC
Deed Book 2249 Page 1107
N 86"06'35" E 8. 19'(R)
N 86"14'15" E
208. 19
� d .
d V d
' - d
8.4
1 d
1 F-
98"x104" CONC. PAD
FOR 500kVA TRANSFORMER
I
a,
1 �
1 �
JI
ml
LI
1
1
O
� 1 0
IZ
o
� 1
MODULAR BLOCK
RETAINING WALL W/ 1
CONCRETE FLUME.
e
d
1
1 v
48" SAFETY FENCE
AMERISTAR MONTAGE 8
a
d
o � a
a
� d d
v>
o l
cn
0
�7
Sp,
O d
a
Cj6 ,
o R3 0
CONCRETE CURB
STOPS, TYP.
=
d
�r 29.5'
IJ
C/) ^
Q (!)
o
X
co W_
�xo
N
MN
Q o 0
N
0
� -
r
11
D
LL I
p
o
W
p
V In
W
U W
�ILL
0C:'Iz
(n
�
W W U
QU �
W Ln
W°' ~
W Q — U)
� �
U
Q
a
Z) Q Q
U
— ->
> 06 r`
4
4
s a 20.0'
OR EQUIVALENT ;
8
a
1 d s
O d V
--- — — — —
TOP: 274.31
lE. 265.01 ' �' SS
HANDICAP ACCESS
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible
for determining the exact utility locations
and elevations prior to the start of construction
10'x70' SIGHT DISTANCE
TRIANGLE
- SS
CONCRETE SIDEWALK
AND RAMP.
"0
SS SS
24" STOP BAR WITH R-5 STOP SIGN. TYP.
O-
O
.0,
!'ME-
SS
B/CKETT BLVD.
100' 45UBLIC RIGHT OF WAY
a
N
O �
O
Top 268. 1'
210.71 '(R) S 86°06'35 W
NOW->� imFo
T T
Vy
_ _ v
TO 5,
�. Out: 262.2'
-TOF261 1 ' SS SS SS SS
i
RAISED CONCRETE
ISLAND, TYP.
CARWASH
PAYSTATIONS
d
10'x20' HD CONCRETE PAD IN FRONT
OF DUMPSTER PAD
41 — — — — — — — — — — —
20' BSL
a
o�
I
i
rri
a 1
d d O
d
O
�
1
ml
O-
�I
I
1�
N
o
ih
o0
1E.' 258.6'
29.5'
U)
LILI
1
CONCRETE
U PAVING
>
_
I
�.9' 12'
m RCP
18.0'
3
I
� 1
30' BSL
—o — J
— — — — — —
PAVEMENT SECTION
5"B25.00
4"i 19.00
3"S9.5B
C&G SHALL SIT ON
5"B25.00C
00
I
SS
REPLACE CONCRETE
SIDEWALK BACK
TO ITS ORIGINAL
CONDITION.
FRANKLIN COUNTY NATIONAL GUARD
Deed Book 695 Page 371
TOP: 263.8'
1E.• 254.7'
TOP: 263. 0'
1E.• 253.8 ,
S®
N
W/ E
s
0
o�
0 0
d p U
O
z H w
a d
�O
� o o M
M C�
U N "to i
W w � Ln O
W�w0,0,—
OwH�o�
p"a�WO
U
a � U
>
x
F z z
O
U
pa
o
00
a,
THESE DRAWINGS ARE THE
PROPERTY OF ONSITE CIVIL
GROUP, LLC AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN
PART WITHOUT THE EXPRESS
WRITTEN PERMISSION OF
ONSITE CIVIL GROUP, LLC.
REVISIONS
No. DATE DESCRIPTION
0 20 40
Feet
0-4
a o
W A c/)
Detail for Commercial Drive Turnout N wN
Standard W
30" C&C �.1' Public Street
1 O Gutter /'--1 .. Lo
Gutter Face of E.✓. I I 1 _g 2 F�
E.J. Curb-- ---- -�---- '-+---'o S
E.✓. Y--ICl) Cq
y Z Transition �1 � i ��N O8 ! ~�
;L" a Sidewalk from ! (�
p1 Back of o Ramp I
Curb at Flar
3:1 to I E.J. I E.✓. ( J/ O o
r^/ �.
p � i
og.o
• ri I
0: 1 h Concrete ^ rrTT � PTO�T
y W h ��E.J. . ,o,o � h'v i (Min.) F'�'1 F"�y
10 $ ,o,o (Varies)
6" Min.2'
2' Curb ��J m U� q
� ��./U
Right -of -Ways Transition ~ W
Detectable Warning Surface q ti u J
ONOTES: Face of ? g
1. 6" Curb Turns Down to Flush Curb `�-U
with Sidewalk in 2' Transition.
2'-•R8dius =-.r,• or ea -Shown
on Plan ra
3. Refer to City of Burlington & Gutter as E.J. = Expansion Joint
Standard Details R-4 & R-5 Specified by Site Control Joints as Necessary
for Wheelchair Ramp Details. Designer
4. Where no Utility Strip Exists,
Taper Sidewalk to Back of Ramp. SECTION A —A
5. Plndicas Recommended
equente
ce of Construction.
30" Drop
C&G
Right -of- Ways`
6" (Min.) _ SECTION B—B
5 Varies -
4 Min
------- �%- ----------
2%
2"
E.J.
6" Concrete E.✓.
DATE REVISED SCALE DETAIL
1/31/07 7/17/08 NOT TO SCALE
COMMERCIAL DRIVE TURNOUT
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
24 HOUR CONTACT:
FORREST PETERS
850-225-0072
N
�Uj
O
�4
CA
O
�O
O
SITE PLAN
DATE: 1/18/22
PROJECT: 21-051
SHEET: C 401