WSC Plan Set

M W,
USGS
WiORCC ifor 8 chm?" world
78'52'30"
35'52
38}2Ir
47'
730.
FI
�t!5'45'
7tF-oc ,yLr
Produced by the United States Geological Survey
"oitIrAme, Ican Dal um of 1903 INAD63]
World Geodetic System of 1984 {WG58-0I. Projection and
1 000-meter grid: Universal Transverse Mercator, Zane 175
W 000-faat ticks: Narth farolina Coordinate System of 1993
This map Is not a legal document. Sounda rift may be
generaltrxd far thls map scate. Private lands within g0vernm{nt
reservatians may not he strewn- Obtain permission before
entering private lani�s-
Imagery. ... - - .................................. _....NAIP. Jto* Z014
Roads------------------•-•-,---,--.- U-5- Census bureau. 2015 2016
flatnee............................ GN1S, 2016
Hydrograph.y................. Natidreal kfydmgraphy Data9et, 2014
Contours........ ....................
Hational Elevation Dauset, 2008
Bwndartes------------ MUEtiple sources; see metadata file 14T2 - �016
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
50'
..:., USTopo
47`30*
PV QV
CARY QUADRANGLE
NORTH CAROLINA
7.5-MI NUTE SERIES
78'45'
35052,30,
72
TO 000
:ET
71
70
59
WAIF STONE
CORPORATION
0
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inin 9 %'_-2 0 @
ID r ED
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a�__ _A_ o cL i _,_ i c a 10
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ir-', a i o _7:�a
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-7, r —I P(
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For the expansion of Trim le
+ ,,f .,,� J,fr
'I MIN
Rp
[ I g � REEF# �} +tF I � •�, 4i Quarry,
V 4 � e � r *'
RDU Property mineral lease
�rr 5
Wetlands ......... FWS National Wetiaeds Inventory 13T7 • 2014
I
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� II
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tliru MD AND 2M 6 MAGNRTIC WWI
6EOLn IpnATCENSEROFSHEET
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175
ora ar su PV ❑V
SCALE 1:24 000
1 0.5 0 KILOrhETERS 1 2
1000 50D O METERS ip00 2I)m
1 0.5 0 1
RULES
1wo U 10D0 20M 3000 4000 5000 6C= 7000 0000 9CC0 10wo
141
CONTOUR INTERVAL 10 FEET
NORTH AMERI CAN V[rRTICAL DATi Ak GF 1988
Th15 amp was produced t4 Conform with the
National Geospatial Program US Topa Product Standard, 2011.
A rnetadata file associated with this product is draft version 0-6-19
66
65
64
47'30-
63
52
61
60
591WMN
35°45'
ra-4o
ROAD CLASSIFICATION
Expressway ter.
LxalConne€tor
rH CAR4iINA
Setandary Hwy
LOCAL ROAD
Wn 1:10
Ramp
4WD _
i m-1�
Interstate Route
U5 Route State Route
v
i
4u�0A+wCl{t44�T�OX
�� ry
ca �
�r
1 Southwest Durham
1�
1 2 3 2 Southeast Durham
3 BaAeaf
4 Green Level
�co C1
4 5 5 Raleigh Wes#
b New Hill
6 7 is Apex
CARY, NC
+
8 Lake Wheeler
ADJO"ING QUA6R kGLES
y��ygp
2016
(approximately 106 acres),
IM
and modification of
existing Triangle Quarry
perimeter moat
Contents (Separated by Plan Set)
Wake Stone Site Plan Set
Sheet # Contents
1 Cover/ Contents/ USGS Vicinity Map
2 Site Plan Overview
3 Odd Fellows (Phase I Site Prep)
4 Odd Fellows (Phase II Site Prep)
5 Conceptual Mine Plan
6 Existing Triangle Pit (Conceptual Pit Depletion)
7 Existing Triangle Perimeter Road Improvements
8 Conceptual Overburden Storage
9 Details and Cross Sections
10 Conceptual Reclamation Plan
E&SC Plan Set - Piedmont Land Design, LLP
Sheet # Contents
1
PLD
E8vSC
SITE
1 -Cover
Sheet
2
PLD
E8vSC
SITE
2 -Overall
Erosion Control
Plan Sheet 1 of 2
3
PLD
E8vSC
SITE
3 -Overall
Erosion Control
Plan Sheet 2 of 2
4
PLD
E8vSC
SITE
4 -New
Quarry Expansion
-Phase 1 Erosion Control
Plan Sheet 1 of 2
5
PLD
E8vSC
SITE
5 -New
Quarry Expansion
-Phase 1 Erosion Control
Plan Sheet 2 of 2
6
PLD
E8sSC
SITE
6 -New
Quarry Expansion
-Phase 2 Erosion Control
Plan Sheet 1 of 2
7
PLD
E8sSC
SITE
7 -New
Quarry Expansion
-Phase 2 Erosion Control
Plan Sheet 2 of 2
8
PLD
E8sSC
SITE
8 -Existing
Quarry Road Improvements Sheet 1 of 2
9
PLD
E8vSC
SITE
9 -Existing
Quarry Road Improvements Sheet 2 of 2
10
PLD
E8vSC
SITE
10
-Details
11
PLD
E8vSC
SITE
11
-Details
Block Retaining Wall Plan Set - S&ME
Sheet # Contents
1
S8vME
MSE
Retaining
Wall
Sheet
1
-Plan
View
2
S8vME
MSE
Retaining
Wall
Sheet
2
-Wall
No.l
Elevation
View
3
S8vME
MSE
Retaining
Wall
Sheet
3
-Wall
No.l
Elevation
View (cont.)
4
S8vME
MSE
Retaining
Wall
Sheet
4
-Wall
No.2
Elevation
View
5
SBvME
MSE
Retaining
Wall
Sheet
5
-Wall
No.3
and No. 4
Elevation View
6
SBvME
MSE
Retaining
Wall
Sheet
6
- MSE
Details
and Notes
Wake Stone Site Plan (page 1 of 10)

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Betsy Carol Beals S �✓���jlll�fi 1 (II ��\ j \ \ \ ��� /�//%/�'�°/%� ; /IIIII�I
(� 2335 Old Reedy Creek Road
Cary, Part-, �z/
North Carolina 27513-2113Willi m B. Umstead State
PIN: 0766528101\�� c/o Dwayne Patterson, Director \� �1 II� �/ �) 11� �/� /��
North Carolina State Parks �&ab a-
\ Randall L. and Tama a G.'Dunn 121 West Jones Street o i ni 1III \/�n J \
2 1 �6 l I
�> //
Raleigh -Durham Airport Authority/ Cary, North Carolina 2751 -2111 2769 -1615 \\�
C/o Michael Lan th, CEO \ PIN: 0766517951 PIN: 776275726
PO Box 8 001 -
I / s ems. r o zt'v t n \ \ I (1� 1 \ I I ��/f ( lmte i r pert
Raleigh, North Carolina /'° -n:�\ _ // % i \1 \\�\\\ �- \ \\\
27623-0001 ,� 1 s I \ ) 11� �1 �) J // / /fir l� l �\ \\ �� C< \� 1 1 ( ��E %�� u da
�-. � � � C�tct�� , orb \ate III \ � 11 I � � �// � � �� � ���� � 1 ` \�\\\\�\\� `\�� \ \\ \ ` \ -�� � � � / �
\ I 1 \ / ((((( �, r/ Ili )� \\ \
PIN: 076 324317 \ \\\.o�cres� I �1 11\\\�00 e (�l %�Y)�
/ /� (� -�\\ l I1\ \
f� ros n Vt 1 \ 1
_ \ I lll�
i� see he 9) I �5e I
) \ Ap 040L ati77
\�
Francis C. Edwards Heirs
C/o Lloyd T. Edwards and Ellen J. Edwards White �% /// / i // \ / j // i I I I \lam _ -
�( I \ 0" BUFF R FROM 5 BUg ER FR OM STREAM \\ \\ \ \ O \\\\ \ \\
Permit Sti dared) /
762 Mudham Road Ir��\ ` �//
JJ in Denotes .\
Wendell NorthCarolina 27591 \ roj)osed Pita d P \\\ \\ \\ \\\1� 1 I \ \�� , "�,\ ���
>'
1.3 cres ` \ \ _ so Nee \ \\ \ \ \ \
PIN: 0766414911 I / ) /1 I 1\ 1 \ Foxcroft \\ -1\\ \\ \q\ \� \�
= rr ( I 1 \ �/ �j)l I )1/ /l/ % \� I \ \ Lake \ \\ t, eet\\Ripar� n�\
` \ \\\ \\\v \\
Open WaterN �50' BUFFER FROM\\
Sq. Ft./1.51Ac. (Miuiag Permit Sfl dated) \� / ` \ 1 \ \ \
N E (� ! / //1rl
Special Sdt Fence I %
Raleigh- Durham Airport Authority -� A ER 1 V\<<��� \8,�R�M _ (as deta�ed on Sheet 9) \\\\ < \ \\\ I I \� / / e�
\ , - �--
.� t .^
O T NT IS ` 1
c/o Michael La guth, CEO
�11���
P Box 1 - F _ �/ �Nir� \\ \� �sso^ MP N / t I L \ \� _J �/ 1 \\\\� I�)) ff G�rd� p
Raleigh North Carolina s a
27623 0001 „
PIN: 0767324317 4/// TEASIN#2 ��� %/%��r
e / BASIN #2 \ �\
L y
r " RO �0 1 ( l Fu r s SDO-g
E E Raleigh -Durham Airport Authority// 1
(TCMPO Y1 E , /
N HISN D r TEMPORARY >✓j/ , c o Michael L n uth CEO 1 / N� / �- =� �i�\ / \\
\ - /' Special Silt Fence /� \
BASIN # 1 I 6 f
PO Box 80001 � 1 N �
� \�\ V �� ����� � \ � � � �\ �_ �_ � � (as detailed on Sheet
/G =
\ Raleigh, North Carolina
1 g � J , I c. Hatched Area Denotes
27623 0001 �1``\� \� J' Affected Area Associated with
\ I, . 43 mar Feet / - ' � Perimeter Road Improvements � / � �� � �-
// �,/� / l (� PIN: 0767324317 ` . � // /� j� �� p \\,\\-�_ ��//�
2.9 Acres _ 1 - )), f
v7
320 \ Line Deno es Perimeter of Active Pit Area\
BUFFER FROM STREAM �_ l \ �- Ob e ation\I\\\ �^ ( S� f / f / v/ %/ //�
\ � ��,_ \\, �\ ` { ((( � l ��, �p Active Pit Area = 90.25 Acres �
1 (Mitilng Permit Stipulated) -� 1 , , �= '� J ( ( )) /
Including Associated Haul/Access Roadways o. ��
_
le
X, f10
1 \ \\ \\ o�
/� y ref f� / / ���' /�)>>> =;�
I l I -�� \� \ \ \ \
-11
l) /
�
�P-1
< %�' J /I �f
TEMPORARY �� //� / / J I I/� / •� �/l �/� '//// J /// / f�l /:j /� III 1 / / I / // \ \\ /���/jr'L�_ \
/ �� 1Ji,J i t �
0W,
\\ �\ �/ I((i� 11 II 1 I I �I
\\ Awm
r f Process Water
_ C ll Reservoir
\\� W.E. 330.8 � E�-' F�
-\ ( /
eD
/Y/,/
r iz wing Plant, m U� \
%�� I I \ \
d�y Cr , her c , Pr cuss l \
\\�S\olr�n
� /��/ / - � •ns,
la Area = 57.0
F�sjkta't
-us
1On 1 �� I
Li e Denotes Property Bound h J /
P Y rY � q -A \\ ` .� �/� �.E. I I � �
E fisting Mining Permit Boundry \ �'�\\� 'I �� \ \ ' /�-� / ��' ����\ - '�
\\S« \�\ \\\ f s ��� �
LEGEND
680
INDEX CONTOUR WITH ELEVATION, (MSL)
INTERMEDIATE CONTOUR
BASE RING
PAVED ROAD
DIRT / UNIMPROVED ROAD
RAILROAD
FENCE
GUARD RAIL
DITCH (WATER) LINE
SWAMP LINE
TREE LINE
SCRUB LINE
4
TREESYMBOL
46
SWAMPSYMBOL
Q
BUILDING
25•6
x
SPOT ELEVATION, (MSL)
25•6
X
ESTIMATED SPOT ELEVATION, (MSL)
W.E.
16.4
WATER ELEVATION, (MSL)
100
8 0423 .915
N 1042344.
BENCH MARK LOCATION WITH ELEVATION, (MSL)
z 25.58
■ A e
WELL (VARIOUS TYPES)
o
UTILITY POLE
n
TRAFFIC SIGN
O
MISC. / UNKNOWN OBJECT
-
HYDRANT
O
MANHOLE
t
GUY WIRE
(}
LIGHTPOLE
-
CULVERT
❑
CATCHBASIN
rc
r%\0
J \ , \\�\\ f �O \��\\ � i�\(1(0
�\
\\ 5 \ \/ P /
rts om \ I 1ffG
I \ \ M bile E�uil Parki
Line Denotes Property Bou \\ )
Existing Mining Permit Bo r�da \�\ \ a \ � / � ��
4c,
I I
ee Howe / I.�Q a �= � � � `� � � l � -
��\ - -i III( �1� �� < < \ 111I(t
r
NOTES: Accuracy Specifications
1) Contours -Ninety (90) percent of the elevations determined from the solid Line Denotes Property BoundaryV
line contours of this topographic map has an accuracy with respect to
true elevation of one-half (1/2) contour interval or better and the remaining ten Existing Mining Permit Boundary
(10) percent of such elevations are not in error by more than one contour
interval. In densely wooded areas where heavy brush or tree cover fully obscures
the ground and the contours are shown as dashed lines, they have been plotted as
accurately as possible from the stereoscopic model, while making full use of
spot elevations obtained during ground control surveys and all spot elevations
measured photogrammetrically in places where the ground is visible.
2) This map was compiled by Garland Photogrammetric Services, L.L.C. using photogrammetric
methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
and should be considered approximate. This map has not been field verified.
Prior to use as a basis for design / construction, it should be field verified.
3) Buildings are shown roofline only.
N
0 200 400
I I I 1 1 I Feet
SCALE: 1" = 200'
COMPILED BY PHOTOGRAMMETRIC METHODS Affected Areas as of 02/04/2011
� WME STONE
Q CORPORATION
Wake Stone Corporation
Triangle Quarry
Wake County
Mining Permit No. 92-10
Site Plan Map
2020 Mining Permit Modification
(Adding RDU Mineral Lease)
Last Revised: April 2, 2020
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.:
Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 2 Of 27
Land Use Classes
Acreage of Affected Area
Currently Active Pit Area
90.25 Acres
Plant/Stockpiles/Office Areas
57.0 Acres +1-
Vegetated Earthen Berms
17.2 Acres +/-
Total Affected Area
164.45 Acres
Permitted Acreage
223.0 Acres +/-
Proposed Affected Areasfor Permit Modification
Land Use Classes
Acreage of Affected Area
Proposed Pit Area (Active Pit)
93.16 Acres +/-
Proposed Pit Area (New Pit)
51.3 Acres
Plant/Stockpiles/Office Areas
57.0 Acres +1-
Vegetated Earthen Berms
25.2 Acres +1-
Total Affected Area
226.66 Acres +/-
Permitted Acreage
329.0 Acres +/-
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Wake Stone Site Plan (page 2 of 10)

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Wake Stone Site Plan (page 3 of 10)
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Wake Stone Site Plan (page 4 of 10)
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Wake Stone Site Plan (page 6 of 10)
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680 INDEX CONTOUR WITH ELEVATION, (MSL)
INTERMEDIATE CONTOUR
BASE RING
PAVED ROAD
DIRT /UNIMPROVED ROAD
RAILROAD
FENCE 7 I I 11\I III I I I
GUARD RAIL
DITCH (WATER) LINE
SWAMP LINE
TREE LINE
SCRUB LINE
TREE SYMBOL
ii SWAMP SYMBOL
O BUILDING ll I 11\ 1�Ill f l II I \ I /�\
�'g SPOT ELEVATION, (MSL) \\�, 1 I 1 1
x ///'p1 \ 8
�'S ESTIMATED SPOT ELEVATION, (MSL)
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16.4 WATER ELEVATION, (MSL)
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$ 0428 4 95 ® BENCH MARK LOCATION WITH ELEVATION, (MSL) ( 1 I
N 1 .58 II II �� II 11 yI\ I
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a UTILITY POLE I I I I I II III I I I I` I\
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WAKE STONE IIIII l �llllll�l 111 I I /1 \ )
CORPORATION
I
Wake Stone Corporation NOTES: Accuracy Specifications
1) Contours - Ninety (90) percent of the elevations determined from the solid
Triangle Quarry line contours of this topographic map has an accuracy with respect to
true elevation of one-half (1 /2) contour interval or better and the remaining ten
Wake County (10) percent of such elevations are not in error by more than one contour
interval. In densely wooded areas where heavy brush or nee cover fully obscures
Mining Permit N o . 9 2 —10 the ground and the contours are shown as dashed lines, they have been plotted as /
accurately as possible from the stereoscopic model, while making full use of
Site Plan Map spot elevations obtained during ground control surveys and all spot elevations /
measured photo—mmetrically in places where the ground is visible
2020 Mining Permit Modification Existing
2) This map was compiled by Garland Photogrammetric Services, L.L.C. using photogrammetric
(Adding RDU Mineral Lease) methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
and should be considered approximate. This map has not been field verified. Sump
Last Revised: April 2, 2020 Prior to use as a basis for design / construction, it should be field verified.
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: 3) Buildings are shown rooflinc only. 1
Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 7 of 27 q 1
330
320
310 0 0
300
290
280
270260
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250
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320 320
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,
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190
I180
Anticipated Depleted
Triangle Pit to at least
-170' (MSL) Elevation
The current pit sump will remain in place at an
elevation currently estimated to be at least 130'
above the final pit floor elevation, maintaining
separation of water used for make-ur water for the
process water reservoir and/or discharged as pit
dewatering wastewater. Smaller portable pumps may
be utilized to transfer water from lower pit levels (as
they are currently) to the sump as needed:
0
H/
I I
//g/
Once appropriate E&SC measures are installed around
Triangle Quarry perimeter road improvement areas,
construction will begin at the easternmost point and ✓
ro ress to the west. The proposed method of
P g P P
construction for the cut areas of the road will ensure all
drainage is diverted into the existing pit via super
elevation of the road surface as illustrated by cross
sections above. En sneered retaining walls along fill
g g g
areas will be constructed and fill laced and compacted
p P 1 / %
to ensure all drainage is diverted into the existing pit or
to Temporary Basin 7. Safety berms, large boulder
barricades, or concrete block barricades will be utilized 14/ ll /�/ //////%/ //it
to meet MSHA safety requirements along any rollover
' hazard areas. This phase of perimeter road improvement
will also include filling and grading of pre-existing
/ SDO-4 basin and Temporary Basin 7 to divert all //// ///�/%// ,� ///
/ 7 stormwater runoff to the existing pit. Noise and visual
abatement will be provided along Umstead State Park
facia areas b the inclusion of a 14 h1 h solid barrier
g Y g
where needed as shown by cross sections above and
l9).
� /% detailed on WSC Site Plan (Sheet
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390.0 ==
380.0
1
I
-
370.0
�J 360.0
rD 350.0
C 340.0
P 330.0
p 320.0
�n 310.0
300.0
290.0
280.0
0+00.00
END, CORNER
OR PULL POST
CAD 500' MAX.
SPA. 3" O.D.
TENSION BAR -
3/16" X 3/4"
6 GA. TENSION
WIRE
Profile View of Cross Sections for RDU Expansion (as shown on Sheets 2 and 5)
Profile View of Cross Section 1
Station
1+0.0.00 2+0.0.00 3+00.00 4+0.0.00 5+00.00 6+00.00 7+00.00 8+0.0.00
1+00.00
C
� a
o
O
Q)
%
ER
2+00.00
1 +Oi .00 2+0i .00
1 +00.00
EXTENSION ARMS TO BE PLACED
ON THE OPPOSITE SIDE OF THE
2+00.00
92911111101
GROUND RODS SHALL BE INSTALLED AT
500 FT. INTERVALS AND WHEREVER AN
OVERHEAD POWER LIME CROSSES THE FENCE. 10�_Oa,
Tqplca F\PU 50curlt� Fence
C not to scale)
Profile View
2'
Plan View
STAGGER BLOCKS AS SHOWN TO INTERLOCK
I 61 1
❑ 3'
fpical Nock Barrier/ 5ounol WAI not fo 5ca e)
4 ■♦
COMPILED BY PHOTOGRAMMETRIC METHODS
WAKE STONE
CORPORATION
Wake Stone Corporation
Triangle Quarry
Wake County
Mining Permit No. 92-10
Site Plan Map
2020 Mining Permit Modification
(Adding RDU Mineral Lease)
Last Revised: April 2, 2020
DATE OF PHOTOGRAPHY: 03-17-2019
REVISION No.:
Map Prepared by: L. Cole Atkins, Geologist
SHEET No.: 9 of 27
Visual Barrier Berm
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4+00.00 5+00.00
Station Q-
0
a
Profile View of Cross Section 2
Station
3+0.0.00 4+0.0.00 5+0.0.00
3+00.00 4+00.00
Station0
3 STRANDS BARBED WIRE
4" D.C. VER T.
10 41.
�%
A 1' ^ ;
IL
View5 of fqpical Concrete
Flock Hiqhwall 13arrica&
(Note 10' Grade hod for Scale in lower photo)
w
6+00.00
Visual Barrier Berm
5+00.00
7+00.00
9+00.00
72
390.00
380.00
370.00
360.00
350.00::_
, O
340.00
330.00
320.00 ,-4
310.00 W
300.00
290.00
280.00
72
9+00.00
6+00.00
7+00.00
8+00.00
7+1 .75
390.00
380.00
,==
370.00
�
360.00
�
350.00
H
340.00
,
330.00
320.00
310.00
W
300.00
290.00
280.00
6+00.00
7+13.75
7+00.00
8+00.00
Sin le Strand of Barbed Wire
L
>
CIO
7V
Treated Wood PA5 Set 8-12' on censer
f�pical Woven Wire Force Petail
Gurrondq in pbco Aoriq k40 P\,/ W
CHAINLINK
CONSTRUCTION
FENCE
8' O.C. MAX.
1 1/2" - 2 1/2" DIA GALVANIZED
OR ALUMINUM POSTS
<
><
><
><
><
3' MIN
<
.1
2--3--
FENCE
FASTENERS
IIIII
IIIII OVLT
ERLAP FABRIC
IIIII IIIII 6" BETWEEN
IIIII
MIN AT ENDS
(TYP)
_IIIII-
�J 16,E
�
IIIII_
I
_IIIII-
LJ�_
PC
SILT FENCE EXTEN[
INTO TRENCH
-ASTENERS
i" BETWEEN
TYP)
SILT FENCE
NOTES:
1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. POSTS SHALL
BE INSPECTED EVERY SIX MONTHS TO ENSURE STRUCTURAL
INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL
MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME.
8"X 4" TRENCH �� 4"
EXCAVATED UP
SLOPE FROM
POLES, BACKFILL u
AND COMPACT
SPECIAL_ "SUPER" SILT FENCE
'�'^I�1i�tl�llli I I
1arksl
an seed.
Tqr1cal r i 5 ope rotai 5 ( not to 5ca e)
fUpical Overburden Cut Slop
and Pit Bench petalk
(not to scale)
Perimeter Road Improvements
Adjacent to U steaA State Park
(as shown o eet 6)
2+5000
340 340
330 - 320-n FV io �s r.c o 330
320
310 441s a Dt.L310
300 -300
290- 290
280
- O F �R I. E 280
270 270
260 - 260
250 250
240 240
515000
340 340
330 � 330
320-320
310 `,B,... LE310
300 ' 300
290 B LO 290
280 ci �� -kL �i 280
270 -270
260 260
250 250
240 240
230 230
220 220
210 210
200- 200
190 190
180 180
8+75000
340
340
330
ISF
330
32-
310
u.rx
ig
320
310
300
300
290-
290
280-
270
280
260
-270
260
250
250
240
230
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
240
L
230
Wake Stone Site Plan (page 9 of 10)

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