05_MCCrary Mine - Asphalt Plant Site Plan

RIP -RAP FOR \
ENERGY DISSIPATOR
OUTFALL FOR 2 -
\ ACRE PLANT SITE
I / /
I � /
I I
� I I
I I I
I I I
4' CONCRETE MANHOLE
/ WATER QUALITY SAMPLINC
/ TOP = 1979.6C
\ I \ INV IN = 1974.72
I / OUT = 1974.62
\
PIN 9716527165
P.B. 6 PG 905
McCrary Stone Sdrviises Ins:
D t � 5( I \ \\ �\
PSG 1' 3 I
I I \ \
f I I I I
I I I I I I \
DITCH OUTFALL
FOR DRAINAGE
— AREAS 1, 2, & 3
INV OUT = 1974.26
7
r
00, 10' B. ..
00
/
�a7�r
TEMPORARY
AGGREGATE
STOCKPILE'-7
AREA
RIP -RAP LINED VEE DITCH #3
Z_
0
OUTLET CONTROL STRUCTURE
SEE DTL-1 SHEET C7
INV IN. = 1975.00
INV OUT = 1975.00
OPEN THROAT TOP = 1978.50
9 TRACT "E"
J
2.00 AC.
I — — — — — P.B. 6 PG 905
I ,�Q
COLD FEED BIN RAMP
HOPPER RAMP APPROXIMATELY
I 60'60'. SEE PLANT
I SPECIFICATIONS FOR DETAILS.
CONVEYOR
J
9 I
0
PROPOSED 30' R/V OVER EXISTING ROAD I / /
15' EACH SIDE OF DESCRIBED CENTER / I \\ I I
� I� A l i i i I I I
�' / ! / / /
� 11
I _
I I X \ I I\ I —, \ / \ \ 1 1 I► c I
� ► � I l� � \\� '\ I � I I 1 1\ I\ I
I I I I I \ /J
/ I I I , I ICI
EMPLOYEE PARKING
N.C. GIND NORTH NAD 83 2011
McCrary Stone Services Inc.
D.B. 154 PG 103
LEGEND:
....POINT NOT SET
6C....#5 REBAR WITH CAP SET
p ....SPIKE OR NAIL SET
E.I.P. = EXISTING IRON PIPE OR PIN
x IN FENCE LINE
C= CURVE (SEE CURVE TABLE)
L= LINE (SEE LINE TABLE)
• U.P.= UTILITY POLE
0 M.H.= MANHOLE
0 .... CONCRETE MONUMENT
— — — I.P. SET
N=762608.07
— L48
E=915126.72
NAD 83 2011
1 J
�198
O TRUCK HOLDING AREA 8•S•L. — I.P. SET, LOCATED:
3 S 43' 35' 04" W
O _
— _ 19� FROM NCGS "SHELTON" j / / /
N 763981.44 E 91 W2.44 > ��
ASPHALT R0— I NAD 83 --$6 1 /
BAG HOUSE
CONTROL ROOM
L45
OFF -SITE GRADING AND
REMOVAL OF EXISTING
STOCKPILE BY McCRAY
STONE.
0
z
0
U
McCrary Stone Services Inc.
P.B. 6 PG 905
PIN 9716527165
TRACT"D11
TEMPORARY RECYCLED
ASPHALT PRODUCT r' do\
OCKPILE AREA 'p \--1
�v/ \ J
RECYCLED ASPHALT RAMP \\ // // / /
loo, 10
/
J//
z FOR ALL PLANT o McCrary Stone Services Inc.
o FOUNDATION DESIGNS
`) SEE STRUCTURAL PIN 9716527165
PLANS (TYP.) TRACT "Ell\ ► / // // //
RIP -RAP LINED VEE DITCH #2Nq
m GO
30,000 GAL \ I I I I \ \ \ 1 / // /
LIQUID ASPHALT TANK W I PROPOSED j— — I I \ I I / / //
WELL /
LOCATION
/ 1 /
15,000 GAL `\ \\���
DIESEL TANK / \ 1�1\\ \( / // // /,�
(2X) 100 TON 1g\\\\ \\ // / //
HMA SILOS LAB
IIIII//// I /� 1
198 100,
PARKING IIIIII�(` ; 1,
\ \
- -- -- 10' B.S.L./�
RIP -RAP LINED VEE DITCH #1
1
L45 N 00 03 28 E 3 .
L46 S 890 11' 50" W 134.72'
L47 , N 86 50 46 W 61.73
L48 / S T 2701 " W 198.57'
L49 S 21 01 15 W 16 7.13 1 ►</;,� I , ► \
\
_
L50 S 79 39 34 E 175
L51 S 800 50' 32" E 110.22'
\
L52 N 00 03' 28" E 40.22'
N.
i / / .000,
/ \—
0 10' 20' 40'
— _ SCALE: 1 " = 20'
Q)
0
0
U)
C
0
U)
F1J
1 1
m D
m
m �,
m
m
0
p
m —0
N
—0
C C,
N
U
[n
� 0
-C 0
(n
0 C)
0 U 0
• �i CO N
V
� cv rn I
O LLJ
w cD^�
c~n
> �oCD
� cn � `r' �
0j�
KJ m '1)
U) Y Q
n O
L
+1 w
}' z
cd
0
z
4Ld
z
0
z
0
z
Q
CL
U
J
C
U)
z
Q
U
J
�
J
p
_
�
U
CL
�
z
Q
Z
J
J
Q
0
LLI
F_
Q
U
a
Vertical Scale:
NA
Horizontal Scale:
1 "=20'
Commission Number:
4106
Sheet No.: