5-WSC Site Plan 3rd Submittal

U.S. DEPARTMENT OF THE INTERIOR
The National Map
CARY QUADRANGLE
`USGS U.S. GEOLOGICAL SURVEY
science for a changing world
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Produced by the United States Geological Survey *
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S 9. 5'
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
Expressway
NORTH CAROLINA
Secondary Hwy
ROAD CLASSIFICATION
Local Connector
— Local Road
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10 000-foot ticks: North Carolina Coordinate System of 1983 161 MILS N
2000 1000 500 0 METERS 1000
1° 17 - 1 0. 5 0 1
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This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
23 MILS MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
•Interstate Route US Route O State Route
QUADRANGLE LOCATION
Y
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N
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entering private lands. UTM GRID AND 2016 MAGNETIC NORTH FEET
DECLINATION AT CENTER OF SHEET
Imagery .............................. .NAIP, June 2014
"""""""""' 1 Southwest Durham
CONTOUR INTERVAL 10 FEET
Roads ................................ U.S. Census Bureau, 2015 2016 u.s. National Grid 1 2 3 2 Southeast Durham
Names.......................................................... 2016 100,000-m Square ID NORTH AMERICAN VERTICAL DATUM OF 1988
H dro rah National H dro rah Dataset, 2014 3 Gr en f
Y g P Y•••••••••••••••••••• Y g P Y 700 4 Green Level
Contours............................National Elevation Dataset, 2008 This map was produced to conform with the
Boundaries ............ Multiple sources; see metadata file 1972 - 2016 PV Qv 4 5 5 Raleigh West
MENTEMEn— C/)
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National Geospatial Program US Topo Product Standard, 2011.
6 New Hill
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Wetlands ......... FWS National Wetlands Inventory 1977 - 2014
Grid Zone Designation
175
A metadata file associated with this product is draft version 0.6.19
6 7 8 7 Apex
8 Lake Wheeler
CARY N C
,
X
Z Q
N O
ADJOINING QUADRANGLES
2016
Z z
WAIF STONE
CORPORATION
c, a-
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C a n
1 -4 1 k -4 1 a n s a n J
F o r tllb� expan.bum o f T ri a n gIll
ll�
Quarry, in .(-_-_/Juding the_-/ addition of
RDU Prop(.(P-/rty min,.(__,/ral le-1/ase-1/
(appro.,,Limat(e_,1y 106 acres),
and modification of
existing Triangle Quarry pit
111
perimeter road
Contents (Separated by Plan Set)
Wake Stone Site Plan Set (Revised March 18, 2021)
Sheet # Contents
1 Cover/ Contents/ USGS Vicinity Map
2 Existing Conditions Overview (with buffers and clearing limits)
3 Site Plan Overview
4 Odd Fellows (Phase I Site Prep)
5 Odd Fellows (Phase II Site Prep)
6 Conceptual Mine Plan
7 Existing Triangle Site Prep (and Conceptual Pit Depletion)
8 Existing Triangle Perimeter Road Improvements
9 Conceptual Overburden Storage
10 Details and Cross Sections
11 Bridge and Pipe Details
12 Conceptual Reclamation Plan
E8aSC Plan Set -Piedmont Land Design, LLP (Revised March 6, 2021)
Sheet # Contents
1
2
3
4
5
6
7
8
9
10
11
12
PLD
E&vSC
SITE
1
- Cover Sheet
PLD
E&SC
SITE
2
- Overall Erosion Control Plan
PLD
E&SC
SITE
3
- Not Used
PLD
E&SC
SITE
4 -
PLD
E&vSC
SITE
5-
PLD
E&SC
SITE
6 -
PLD
E&SC
SITE
7 -
PLD
E&SC
SITE
8 -
PLD
E&vSC
SITE
9 -
PLD
E&SC
SITE
10
PLD
E&SC
SITE
11
PLD
E&SC
SITE
12
New Quarry Expansion -Phase 1 Erosion
Control
Plan Sheet 1 of 2
New Quarry Expansion -Phase 1 Erosion
Control
Plan Sheet 2 of 2
New Quarry Expansion -Phase 2 Erosion
Control
Plan Sheet 1 of 2
New Quarry Expansion -Phase 2 Erosion
Control
Plan Sheet 2 of 2
Existing Quarry Road Improvements Sheet 1 of 2
Existing Quarry Road Improvements Sheet 2 of 2
- Details
- Details
- Details
Block Retaining Wall Plan Set - S&ME
Sheet # Contents
1
SBvME
MSE
Retaining
Wall
Sheet
1
-Plan
View
2
SBvME
MSE
Retaining
Wall
Sheet
2
-Wall
No.l
Elevation
View
3
S8vME
MSE
Retaining
Wall
Sheet
3
-Wall
No.l
Elevation
View (cont.)
4
S8sME
MSE
Retaining
Wall
Sheet
4
-Wall
No.2
Elevation
View
5
S8sME
MSE
Retaining
Wall
Sheet
5
-Wall
No.3
and No. 4
Elevation View
6
S&ME
MSE
Retaining
Wall
Sheet
6
- MSE
Details
and Notes
Wake Stone Site Plan (page 1 of 12)

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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
0 TREESYMBOL
4 SWAMPSYMBOL
I BUILDING
25.5 SPOT ELEVATION, (MSL)
X
25.5 ESTIMATED SPOT ELEVATION, (MSL)
Q'Nf WATER ELEVATION, (MSL)
100 IN
E 0423 4.51 BENCH MARK LOCATION WITH ELEVATION, SL
N 1527194.5 MSL)
Z 25.58
IN ♦ 9 WELL (VARIOUS TYPES)
o UTILITY POLE
� TRAFFIC SIGN
0 MISC. / UNKNOWN OBJECT
- HYDRANT
® MANHOLE
. GUY WIRE
* LIGHTPOLE
- CULVERT
❑ CATCHBASIN
a ROCK CHECK DAM
_ NEUSE RIVER BUFFER ZONE 1
NEUSE RIVER BUFFER ZONE 2
0 LAT/LONG POINTS ALONG PERMIT BOUNDARY
)( PROPOSED PERIMETER SECURITY FENCE
® FENCE CONSTRUCTION ZONE
NOTES: Accuracy Specifications
1) Contours - Ninety (90) percent of the elevations determined from the solid
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
(1 0) 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
0 150 300
I I I I I I I Feet
SCALE: 1" =150'
COMPILED BY PHOTOGRAMMETRIC METHODS
15 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: March 18, 2021
DATE OF PHOTOGRAPHY: 03-17-2019
REVISION No.: 3
Map Prepared by: L. Cole Atldns, Geologist
SHEET No.:2 of 12
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Affected Areas as of 02/04/2011
Land Use Classes Acreage of Affected Area
Currently Active Pit Area
90.25 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
17.2 Acres +/-
Total Affected Area
164.45 Acres
Permitted Acreage
223.0 Acres +/-
Proposed Affected Areas for 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 +/-
Vegetated Earthen Berms
25.2 Acres +/-
Total Affected Area
226.66 Acres +/-
Permitted Acreage
329.0 Acres +/-
Special Land Use*
Fence Construction Area 2.03 Acres +/-
* Minimal tree removal, stumps to remain or be ground in place
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Wake Stone Site Plan (page 2 of 12)

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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
0 TREESYMBOL
4 SWAMPSYMBOL
I BUILDING
25.5 SPOT ELEVATION, (MSL)
X
25.5 ESTIMATED SPOT ELEVATION, (MSL)
X
, Q'�' WATER ELEVATION, (MSL)
100 IN
E 0423 475
'51 BENCH MARK LOCATION WITH ELEVATION, SL
N 152719 .51 )
Z 25.58
♦ 9 WELL (VARIOUS TYPES)
- UTILITY POLE
� TRAFFIC SIGN
o MISC. / UNKNOWN OBJECT
- HYDRANT
® MANHOLE
. GUY WIRE
* LIGHTPOLE
- CULVERT
❑ CATCHBASIN
a ROCK CHECK DAM
_ NEUSE RIVER BUFFER ZONE 1
NEUSE RIVER BUFFER ZONE 2
0 LAT/LONG POINTS ALONG PERMIT BOUNDARY
)( PROPOSED PERIMETER SECURITY FENCE
® FENCE CONSTRUCTION ZONE
NOTES: Accuracy Specifications
1) Contours - Ninety (90) percent of the elevations determined from the solid
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
(1 0) 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
0 150 300
1 1 1 1 I 1 1 I Feet
SCALE: V = I30'
COMPILED BY PHOTOGRAMMETRIC METHODS
15 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: March 18, 2021
DATE OF PHOTOGRAPHY: 03-17-2019
REVISION No.: 3
Map Prepared by: L. Cole Atkins, Geologist
SHEET No.: 3 pf 12
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Affected Areas as of 02/04/2011
Land Use Classes Acreage of Affected Area
Currently Active Pit Area
90.25 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
17.2 Acres +/-
Total Affected Area
164.45 Acres
Permitted Acreage
223.0 Acres +/-
Proposed Affected Areas for 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 +/-
PlantJStockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
25.2 Acres +/-
Total Affected Area
226.66 Acres +/-
Permitted Acreage
1 329.0 Acres +/-
Special Land Use*
Fence Construction Area 1 2.03 Acres +/-
* Minimal tree remo\,al, stumps to remain or be ground in place
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Wake Stone Site Plan (page 6 of 12)
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Wake Stone Site Plan (page 7 of 12)
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LEGEND \\\\\ /// ////��////
AN
//
r680 INDEX CONTOUR WITH ELEVATION, (MSL) \\
INTERMEDIATECONTOUR „I1 lI0 l�yAnticipated Depleted
Once appropriate E&SC measures are installed around
\ \
PAVED ROAD
DIRT/UNIMPROVED ROAD
RAILROAD Triangle Pit to at least Triangle Quarry Perimeter road improvement areas
\FENCE \\ construction will begin at the easternmost point and
GUARDRAIL '()evaion
/1I
\
1I DITCH (WATER) LINE Yo reSS to the west. The proposed method of I
SWAMP LINE \\ I progress
g p p
TREE LINE \\\\\\ ill The current it sum will remain in place at an construction for the cut areas of the road wensure all , 1 / // // / //
SCRUB LINE \ \ \\ I \ \ p p , I I
TREE SYMBOL elevation currently estimated to be at least 130 drainage is diverted into the existing pit via super
4 SWAMPSYMBOL
BUILDING above the final pit floor elevation, maintaining elevation of the road surface as illustrated by cross
�\ 25..5 SPOT ELEVATION, (MSL)
\ \ \ 1 separation of water used for make-u water for the
25.5 ESTIMATED SPOT ELEVATION, (MSL) —8 I/ sections above. Engineered retaining walls along fill
/ \ i process water reservoir and/or discharged as pit ,/ /////� // / / //VV /
I8.4
WATER ELEVATION, MSL, 1 \\ l/�C�(/ �I I areas will be constructed and fill placed and compacted/
WELL (VARIOUS TYPES, I� �\ ( I 1\ I dewatering wastewater. Smaller portable pumps may
4 UTILITY POLE 11 II o)II ll % be utilized to transfer water from low r pit levels as to ensure all drainage is diverted into the existing pit or
� II IIIIIIII111111 III � to Temporary Basin 7. Safe berms large boulder
a TRAFFIC SIGN I
O MISC./UNKNOWN OBJECT III II IIII I/' they are currently) to the sump as ne ded. p Y Safety g �-
_ HYDRANT IIII III II III 1 � �\`IIII
IIII II I barricades or concrete block barricades will be utilized
ll I II 11 I
MANHOLE
F GUYWIRE
LIGHTPOLE I IIIIII/ 1 I I� I �� to meet MSHA safety requirements along any rollover
O / � I I l � I '
!. CULVERT \ \l\ \ 1
CATCHBASIN hazard areas. This phase of perimeter road improvement
❑ I ' \\\\ \\ \\ \ I I I O /
A ROCKCHECKDAM 1 \ will also include filling and grading of pre-existing
NEUSE RIVER BUFFER ZONE I 2 I ��\\\�\\\���111 \
NEUSE RIVER BUFFER ZONE SD�r0
4�bas�in �and%�T/em /orar Basin
7 to�divert all
LAT/LONG POINTS ALONG PERMIT BOUNDARY
PROPOSED PERIMETER SECURITY FENCE �\�stormwater runoff to the enit. Noise and visual
FENCE CONSTRUCTION ZONE
N n abatement will be provided alogpUmstead State Park
II IIIIII I II1 facing areas b the inclusion of a 14 high solid barrier/ 1 /��t/ � where needed as shown b cross sections above and
i�l /(Sheet
\\
ce �%l detailed on WSC Site Plan 10 . \/� \
\
�,200 \�� 60
II
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1 1
COMPILED BY PHOTOGRAMMETRIC METHODS I i I 1 �I I I I l 11 1' / / � LX0
�'
. WAKESTONE
CORPORATION
NOTES: Accuracy Specifications
Wake Stone Corporation /�/�/ I / �/ / ��// / //// ��// ��������✓ Q\ \ �. / // / / ' ////// )/ �/
1) Contours - Ninety (90) percent of the elevations determined from the solid / /��
Triangle Quarry line contours of th�/�� ////// /� /J�� / /���//� // /// ��✓ / // / \\\\\\ �\ \
s topographic
c 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 �j
interval. In densely wooded areas where heavy brush or tree cover fully obscures
he ground and the contours are shown as dashed lines, Permit No . 9 2 -10nes, they have been plotted as / / / V , / // / I �j
spot elevations
as possible ed d the sgroundopic model, while and
spot
full use of l (//� �/� /// �-/��j / ��� / / �./��///v ) /�/// \\ J / / /v ////\ \ \\ \ \\
Site Plan Map sot elevations obtained red realm pond control serves and all s of elevations /Jer j / // / // / /�� /� / / /�/ / / // / \\\ \ p measured photogrammetdcally in places where the ground is visible. / /��� �/ /� ///� / ��f (I / �/�jr ��/ /� /// / )�� / /�// / / / l / \ \ \\ � \\
2020 Mining Permit Modification Existing // / // �% ����//�/�/)J/% �� f /J� /// / / It/
/�
2) This map was compiled by Garland Photogrammetxic Services, L.L.C. using photogrammetric �/J/\
(Adding RD U Mineral Lease) methods. Contours portrayed as dashed ox broken Gnes represent areas of dense vegetation (� / - /��� ///
1 2� / and should be considered approximate. This map has not been field verified. Sum
j ///�
Last Revised: March 18, 2021 Prior to use as a basis for design/construction, it should be field verified. v l l 1p _ / f\ � � l � / // � —� j / / � / p J /
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: 3 1 -~ j I / �' ( /��/��� 3) Buildings are shown roofline only.
Map Prepared by: L. Cole Atkins, Geologist SHEET No.: g of 12
320 .
310 IN.300-
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Wake Stone Site Plan (page 8 of 12)

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Wake Stone Site Plan (page 9 of 12)
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Profile View of Cross Sections for RDU Expansion (as shown on Sheets 3 and 6)
Profile View of Cross Section 1
Station
1 +00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00
Visual Barrier Berm o
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6+00.00
0
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View of Cross Section
2
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1 +00.00 2+00.00 3+00.00
4+00.00 5+00.00
6+00.00
Visual Barrier
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1 +00.00 2+00.00 3+00.00 4+00.00
Station 1!)'
13 IRB�a WIRr W/12-1/2
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" GIA!41. FENCE .. PAVEMENT � � LJ�. P�1C FIPE � LJd �
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Profile View
❑ ❑ 3'
f�pical Nock i3arrier/ 5ourJ Wall (not to 5ca e)
COMPILED BY PHOTOGRAMMETRIC METHODS
WAIF 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: March 18, 2021
DATE OF PHOTOGRAPHY: 03-17-2019
REVISION No.: 3
Map Prepared by: L. Cole Atkins, Geologist
SHEET No.: 10 of 12
View5 of fqpica Concrete
Flock Hiqhwall l arrica&
(Note 10' Grade hod for 5cal e in lower pkoto)
E
w
U
U o �
� � e
5+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
6+00.00
7+00.00
EXTENSION ARMS TO BE PLACED
ON THE OPPOSITE SIDE OF THE
w
7s
7+00.00
7+1 .75
0
U
O
7+1'3.75
7+00.00
GROUND RODS SHALL BE INSTALLED AT
500 FT. INTERVALS AND WHEREVER AN
OVERHEAD POWER LINE CROSSES THE FENCE.
1O'-0"
fqpica P\PU Security{ Fence
C nod to 5cal e)
9+00.00
8+7 .72
390.00
380.00
370.00
360.00
350.00 ,
340.00
330.00
320.00.4
310.00 W
300.00
290.00
280.00
8+7 .72
9+00.00
390.00
380.00
370.00
360.00
350.00
340.00
,
330.00
�
320.00
.4
310.00
W
300.00
290.00
280.00
8+00.00
3 STRANDS BARBED WIRE
0 4" O.C. VERT.
CHAINLINK
CONSTRUCTION 8' O.C. MAX.
1 1/2" - 2 1/2" DIA GALVANIZED
OR ALUMINUM POSTS
FENCE
< ><
3' MIN
2'-3"
SILT FENCE
FASTENERS
IIIII IIIII OVERLAPFABRIC IIIII
IIIII 6" BETWEEN
IIIII
IIIII 3'l-0"
MIN AT ENDS
�TYP)
LJ 16"
I L�
III 1= -IIIII-
I
-I
UU1U�
�-
PC
SILT FENCE EXTENC
INTO TRENCH
-ASTENERS
3' 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 J
AND COMPACT
SPECIAL "SUPER" SILT FENCE
'i
6-111 i
iarksl I
'Oslo
seed.
TPical F 5 ope retai s (not to scale)
Typical Overburden Cut Slope
and pit Bench petalk
(not to scale)
Cross Sections of ExIsting Pit
Perimeter Road Improvements
Adjacent to U stea State Park
340
330
320
310
300
290
280
270
260
250
240
340
330
320
310
300
290
280
270
260
250
240
230
220
210
200
190
180
(as shown o Sheet 8)
2+50.00
340
i> EN sous LC D 330
141scu Dot. L 320
310
300
290
73�c r a .�_ E 280
270
260
250
240
5+50.00
340
330
320
"310
� 300
BLOCK W �L � 290
280
270
260
250
240
230
220
210
200
190
180
340 340
330
-LSF
330
320
310
�
uFR
.i
r
320
310
300
300
290
290
280
280
270
270
260
260
250
250
240
240
230
230
Wake Stone Site Plan (page 10 of 12)

I I I I I I I I I I II I I I I I I I
11 +00 11 +50 12+00 12+50 13+00 13+50
290
270
—260
— 250
COMPILED BY PHOTOGRAMMETRIC METHODS
(D WAIF 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: March 18, 2021
DATE OF PHOTOGRAPHY: 03-17-2019
1 REVISION No.: 3
Map Prepared by: L. Cole Atkins, Geologist
SHEET No.: 11 of 12
FILL FACE @ END BENT
STA. 11 +64.22 —L—
G.P. EL. 280.24
Nom. 14" SDR17
Flow from new pit HDPE Pipe
FILL
EL. 264
TOP OF FTG.
Idlife Passage Zone
EL. 260
EL. 258.001
HP 12x53 STEEL PILES (TYP.
END BENT 1 (West
W.P. #1
STA. 11 +64.2
BEGIN APPROACH `.
STA. 11 +53.22 -
Flow from new pit
Dual wall inter -pit pipeline.
Nominal 14" SDR17 HDPE inner pipe
sleeved by 18" welded steel outer pipe. \
Shop made pipe clamp band
bolted to angle iron bracket. \
(use 1 /2" dia. bolts)
4" X 4" Angle Iron Bracket bolted to concrete wall.
(minimum spacing - 10' along concrete wall using 3/4" dia. bolts)
SPAN A
PROP. 100 YR.
EL. 262.0
W.S.
EL. 252.67
SECTION ALONG -L
a W
U U
PLAN
60.0 Ft.
7 Spa. @ 7'-9" = 54'-3"
Proposed Bridge Typical Section
(Illustrating Inter -Pit Pipeline Placement)
FILL FACE @ END BENT 2
STA. 12+70.72 -L
G.P. EL. 279.71
STA. 10+00.00 -L
EL. 281.06 STA. 14+12.00 -L-
(-)0.5000� EL. 279.00
L— GRADE DATA
ROPOSED GRADE
(TYP. )
�14" DR17
7 H PH PE Pipe To Triangle Quarry Pit
FI LL
EL. 269
Wildlife Passage Zone
TOP OF FTG.
EL. 261 L. 261.00
APPROXIMATE NATURAL
GROUND LINE
END BENT 2(East
F 'I 1-911
Conc. Barrier Rail
'--� 101.-
Wake Stone Site Plan (page 11 of 12)

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