20080868 Ver 2_As-Built Phase 2 P and U Lands_20140616

100 80888V -�'-
AS -BUILT REPORT
FOR P AND U LANDS RESTORATION SITE PHASE 2
RICHLAND TOWNSHIP
BEAUFORT COUNTY, NORTH CAROLINA
Prepared for
PCS Phosphate Company, Inc
Prepared by 0
CZR Incorporated
Wilmington, NC tG14
Jonathan T Ricketts, Inc I VLW.-
Palm Beach Gardens, FL VQAA
June 2014

AS -BUILT REPORT
FOR P AND U LANDS RESTORATION SITE PHASE 2
RICHLAND TOWNSHIP
BEAUFORT COUNTY, NORTH CAROLINA
Prepared for:
PCS Phosphate Company, Inc.
Prepared by:
CZR Incorporated
Wilmington, NC
Jonathan T. Ricketts, Inc.
Palm Beach Gardens, FL
June 2014

AS -BUILT REPORT
FOR P AND U LANDS RESTORATION SITE PHASE 2
RICHLAND TOWNSHIP
BEAUFORT COUNTY, NORTH CAROLINA
Prepared for:
PCS Phosphate Company, Inc.
Prepared by:
CZR Incorporated
Wilmington, NC
Jonathan T. Ricketts, Inc.
Palm Beach Gardens, FL
June 2014

TABLE OF CONTENTS
1.00
INTRODUCTION .................................................................... ...............................
11a
2.00
AS -BUILT TOPOGRAPHY ..................................................... ...............................
21a
2.10
Contour Restoration and Implementation .............................. .............................2M
Figure 4
2.20
As -Built Methods and Equipment .......................................... .............................20
Monitoring Locations P and U Lands Phase 2
3.0M
PLANTING ............................................................................. ...............................
W
4.00
HYDROLOGY ........................................................................ ...............................
41a
5.00
POST - PERMIT DESIGN OR CONSTRUCTION REFINEMENTS ........................4M
5.1M
Justification ............................................................................ .............................41a
5.20
Description ............................................................................. .............................41a
6.00
POST - CONSTRUCTION MONITORING ............................... ...............................
5M
6.1E
Vegetation ............................................................................ ...............................
51a
6.2.0
Hydrology ............................................................................... .............................5M
6.30
Fixed -point photo stations ...................................................... .............................51a
LITERATURE CITED .......................................................................... ..............................7
Cover Photo: Looking ESE from Benfewell Road; trees in far distance are along Peele
Road; trees to left are along the north boundary of project. (8.21.13)
LIST OF TABLES
Table 1 Planted species by percent for each zone
LIST OF FIGURES
Figure 1
Vicinity Map P and U Lands Phase 2
Figure 2A
P and U Lands Phase 2 Existing LiDAR Hypsometric Tint
Figure 2B
P and U Lands Phase 2 As -Built LiDAR Hypsometric Tint
Figure 3
Planting Plan P and U Lands Phase 2
Figure 4
Areas Treated with Herbicide P and U Lands Phase 2
Figure 5
Monitoring Locations P and U Lands Phase 2
Figure 6
Soils P and U Lands Phase 2
APPENDICES
A Final As -Built Plans and Drawings
B Permits, Certifications, and Nursery Certificates
C Selected Site Photographs
NOTE: Copy of entire report and As -Built plans are also included on accompanying CD.
P and U Lands Mitigation Site Phase 2 ii PCS Phosphate Company, Inc.
As -Built Report June 2014

1.0 INTRODUCTION
The +/- 3,667 -acre P and U Lands restoration site is part of the PCS Phosphate
Company Inc.'s (PCS) compensatory mitigation to offset unavoidable impacts to
wetlands and waters authorized under United States Army Corps of Engineers ( USACE)
Action ID: 2001 -10096 and North Carolina Division of Water Quality (DWQ) Water
Quality Certification (WQC) #2008 -0868 version 2.0 (agency authorizations are included
in Appendix A). As described in the mitigation plan prepared for the pre- construction
notification (PCN) to the USACE (CZR 2012), the project was to be constructed in three
phases as shown on Figure 1. This as -built report concerns completion of the
reestablishment and rehabilitation activities for the 796 acres of Phase 2.
The purpose of activities at the P and U Lands Phase 2 is to successfully reestablish
approximately:
40 wetland acres of headwater forest
562 wetland acres of non - riverine swamp forest,
135 wetland acres of hardwood flat forest, and
6 acres of open water in plugged ditches (interior field and along roads).
The remaining 52 acres are comprised of existing roads, perimeter berm and ditch,
roadside plugs, and parking lots. Approximately 9,062 linear feet of jurisdictional waters
in roadside ditches (along Royal Road and the north side of Small Road) were plugged
in order to increase the hydroperiods within the adjacent planted areas.
Jonathan T. Ricketts, Inc. of Palm Beach Gardens, FL was the restoration design
engineer who worked in conjunction with PCS and CZR Incorporated (CZR),
environmental consultants of Wilmington, NC (design team). Restoration activities
began onsite on July 29, 2011, with the first application for an erosion and sediment
control permit from the NC Division of Land Resources (DLR). Phase 2 was constructed
with a total of five DLR permits for land clearing which were subsequently modified for
the construction of the interior ditch plugs and perimeter berms and ditches. Earthwork
was performed by Sawyer's Land Developing, Inc. of Belhaven, NC and supervised by
the design team.
The P and U Lands provided a new challenge for restoration since the P and U Lands
were in silviculture use. All the previous wetland sites restored by PCS were primarily
used for agriculture and contained regularly spaced ditches and crowned fields to
accelerate removal of runoff. To complete the restoration on the previous sites, the
ditches were plugged or filled and the fields leveled. The vegetation present on the
previous restoration sites was less than a year in age. While the P and U Lands also
contained ditches, the bedding common to silviculture along with post - harvest woody
debris from various aged stands of vegetation presented unique obstacles.
After timber removal, large amounts of stumps and slash remained on the site. Since
the soils were organic and susceptible to fire, the woody debris could not be burned.
Several methods were utilized to prevent or discourage the slash and stumps from
resprouting. These methods were modified several times during the Phase 1 work and
are described in the Phase 1 As -built Report (CZR 2013).
P and U Lands Mitigation Site Phase 2 1 PCS Phosphate Company, Inc.
As -Built Report June 2014

2.0 AS -BUILT TOPOGRAPHY
2.1 Contour Restoration and Implementation. The Compensatory Mitigation
Plan for the P Lands and U Lands Restoration Site (CZR 2012) contains details on the
removal of pine plantation vegetation and bedding, filling of ditches, and reestablishment
of topography close to historic elevations.
Most of the Phase 2 topography is basically flat and elevations range from 7.5
feet to 13 feet with 74 percent of the site between 8.5 to 10.5 feet. The area of Phase 2
historically drained to the north northwest into unnamed tributaries to South Creek or
Gum Swamp Run. During the time of silviculture operations, a series of ditches diverted
the drainage to the west northwest. Since the restoration required the removal of the
ditch drainage, the potential for hydrologic trespass was great. The restoration
accommodated this issue by collecting all the surface water flows near the north
property line of Phase 2 and directing them westward. This was accomplished by
constructing a bypass canal along the north property line. Water that historically flowed
to the north northwest was then directed into the bypass canal through three weirs
located adjacent to the canal. This design allowed for the restoration of the natural flows
to the north northwest but prevented the northward flowing water from trespassing on
the adjacent agricultural lands to the north.
2.2 As -Built Methods and Equipment. The as -built topographic survey was
produced as a joint effort by Matrix East Surveyors, LLC from Kinston, NC and Tuck
Mapping Solutions, Inc. from Big Stone Gap, Virginia. Matrix East provided the ten
ground control points that established the horizontal and vertical control for the survey.
On 21 April 2013, Tuck Mapping Solutions performed aerial mapping using a Bell 407
helicopter flying 1,500 feet above the site. Forward air speed was 60 knots during the
LiDAR (Light Detection and Ranging) and photo acquisition. Point density during
acquisition was 30 -35 points per square meter resulting in approximately 129 million
points collected. The resultant combined imagery and 0.5 -foot LiDAR contour data
represents the ground condition as of the date of the flight.
The aerial photography was taken using an Applanix DSS322 22 megapixel
camera integrated with a 410 IMU (inertial measure unit) coupled with a Riegl Q560
LiDAR scanner. The photography and LiDAR were controlled /georeferenced to nine
ground control points established by Matrix East. The photo georeferencing was
completed and checked using Applanix POSPac v5.3 CAL QC and Inpho v5.2 software.
The airborne GPS baselines were also processed using POSPac v5.3 software. The
project datums are North Carolina grid system horizontal (2007) and NAVD88 vertical.
The topographic mapping was compiled from LiDAR using TerraScan and TerraModel
00, applications utilized in MicroStation v8. The compiled map included a digital terrain
model (DTM) from which the 0.5 -foot contour topography was generated. The mapping
was checked /edited on MicroStation v8 and AutoCADD Civil 3D and delivered in
AutoCADD digital format. The mapping meets US National Map Accuracy Standards in
relation to the surveyed control, i.e., at least 90 percent of map measured ground
features in non - obscured areas are accurate to within 1.67 feet (1/30 map scale)
horizontally and 0.25 foot (one half contour interval) vertically.
The existing (pre- restoration) LiDAR topography is depicted on Figure 2A and the
post restoration LiDAR topography with monitoring well locations is depicted on Figure
P and U Lands Mitigation Site Phase 2 2 PCS Phosphate Company, Inc.
As -Built Report June 2014

2B. The entire Phase 2 As -Built plans and drawings are included in Appendix A and on
a CD which accompanies this report.
3.0 PLANTING
A planting plan with three zones was developed to reflect the site's wetland
status (Figure 3). This plan was based on the hydric wetland soils present, the return of
the historic hydrology resulting from the site construction and the readily available
wetland trees and shrubs that are appropriate for the site's soil and hydrology. Two of
those three zones were also planted within Phase 1 and include non - riverine swamp
forest and hardwood flat.
To control nuisance and or competing hardwood vegetation after planting,
herbicide applications (aquatic and non - aquatic formulations) were applied by helicopter
in May and September 2012 prior to the 2013 spring planting (Figure 4). The May
application was to target just the roadside ditch north of Small Road and it was treated
with 6 quarts /acre of Rodeo plus 16 oz. /acres of Arsenal AC with 1.4% LI -700. This
mixture was applied at 10 gallons per acre. The September application was for control
of the nuisance and competing vegetation throughout the rest of the phase. This
treatment consisted of Rodeo applied at 4 quarts /acre, Sulfomet Extra (equivalent to
Oust) applied at 2 ounces /acre, Roundup Pro at 4 quarts /acre and LI 700 applied at 3.2
ounces /acre. American Forest Management, Inc. of Charlotte, NC specified the
treatments and supervised their application. Pine Belt Inc. and Couch Helicopter
Service, Inc. of Arkansas were the applicators.
Fifteen (15) native wetland hardwood tree species and five species of small trees
were chosen for planting based largely on soil type of the site and expected hydrology.
In addition to trees, eight wetland shrub species were incorporated into the plan to
provide a more diverse assemblage. One nursery from North Carolina and one nursery
from South Carolina supplied the species. The certifications are included in Appendix B.
Conservation Services, Inc. out of Verona, VA planted the site from February 12 -23,
2013, after restoration earthwork was completed. Approximately 738 total acres were
planted with 388,390 stems, consisting primarily of bare root seedlings and some
tubelings. All but 175 acres were planted on 9 x 9 spacing (538 stems /acre), the
remainder was planted at 10 x 10 spacing (436 stems /acre). Due to the footprint of the
debris piles, the stems which would have been planted in that footprint were planted in
higher concentrations in some of the surrounding areas, so exact spacing of stems
varies across the site. Shrub stems were also predominantly bare root seedlings with
the exception of some tubelings. Shrub stems made up 5 percent or less of the total
stems within each zone. The complete list of species planted and the planting mix of
species by planting zone are identified in Table 1.
As was done in Phase 1, the Atlantic white cedar stems were planted in small
clusters across Zone 3. Prior to planting the other species in the zone, the planter would
select the areas perceived to be higher in elevation for planting these small clusters.
The perimeter canal was in its final construction phase during planting. As it became
apparent that water was likely to be held in the northwest corner of Zone 2 until
construction was completed on the perimeter, the species more tolerant of standing
water were substituted (green ash, swamp black gum, water tupelo, and bald cypress) in
P and U Lands Mitigation Site Phase 2 3 PCS Phosphate Company, Inc.
As -Built Report June 2014

this area for those less tolerant (ironwood, water hickory, and sugarberry) to help reduce
potential mortality.
4.0 HYDROLOGY
To document surface storage and hydroperiods, 47 Leveltroll water level
monitoring wells were installed across the planted area (approximately 1 well /15 acres)
(Figure 5). The wells installed over the soil polygons of Phase 2 are shown in Figure 6.
Bear exclosures constructed of barbed wire wrapped around metal fence posts were
built around all wells to prevent destruction of the wells by black bears. The nearby Bay
City Farm mitigation site rain gauge will be used for P Lands site rainfall. Rainfall data
will be used in conjunction with data from nearby automated weather stations (e.g.,
NRCS WETS data from NOAA's site at Aurora) to determine normal rainfall during the
monitoring period.
5.0 POST - PERMIT DESIGN OR CONSTRUCTION REFINEMENTS
5.1 Justification. Refinements were made to the proposed construction when
field conditions were different than reported in the design phase and these refinements
would result in the proposed wetland trees, vegetation and hydrology to be more
representative of these items seen in the adjacent undisturbed areas or the values
proposed in design. Careful observation during construction and regular communication
between the design team and contractor allowed these discrepancies to be recognized
and timely action by the design team resulted in a project that would function closer to its
historic condition.
5.2 Description. Descriptions of the refinements are as follows:
Differences in average ground elevation - The LiDAR data was collected prior to
the removal of the existing timber and, in some areas, heavy vegetation. This heavy
vegetative cover and tree canopy prevented the design team from accurately measuring
the average existing ground surface in some areas. Careful inspection during the
construction revealed a small discrepancy in the LiDAR data and the actual ground
surface in the vicinity of the discharge weir adjacent to Benfewell Road, located near
station 125 +40 on the north property line alignment (Section G -G). The actual average
ground surface was approximately 6 inches lower near the vicinity of the discharge weir.
The elevation of the discharge weir was lowered 6 inches from the original design
elevation to allow ponded water near the weir to be no greater than the 3 -6 inches in
depth that is typical throughout the rest of the site. The second proposed weir near
station 48 +60 (Section F -F) on the north property line alignment was also checked and
lowered 6 inches. Finally, a third weir was added near station 41 +00. All of these
refinements were implemented to keep the ponded water depth near the low points
adjacent to the discharges to be consistent with the ponded water depths throughout the
restored site.
Encroachments from Adjacent Property Owners - To accommodate
encroachment of ditches constructed by adjacent property owners, the perimeter berm
P and U Lands Mitigation Site Phase 2 4 PCS Phosphate Company, Inc.
As -Built Report June 2014

and ditch cross - sections were required to be modified. The modifications due to the
encroachments would insure that neither the drainage rights of the adjacent property
owner would be impacted nor would the function of the proposed wetland restoration be
compromised. The perimeter bypass canal located along the east, north and west
property lines were reconfigured to be smaller in width and deeper in depth at the
locations where adjacent drainage ditches encroached upon the project. This decrease
in the bypass canal width potentially added 1.47 acres of restored wetlands in the
perimeter areas. These modifications are noted on the as -built plans.
Delays in Construction - The Phase 2 area had a large volume of timber present
at the start of construction. Some of the areas contained timber that was less than 10
years in age and these young, small trees had very little value to the commercial timber
operators. To prepare the site for restoration, all of the areas had to be cut. The older
trees were hauled from the site for use as finished timber. Several methods were
attempted to process the smaller trees before a successful method was obtained. The
smaller trees were cut, stacked, chipped in the fields and then the wood chips were
loaded into trucks for use at a local power plant. The additional time required for the
completion of work by multiple contractors and limited access to the site consisting of a
single 15 -20' wide road reduced the acreage that could be restored during the time
allotted. It was decided that the detailed work involving the Gum Swamp Run stream
valley should be postponed for completion during Phase 3.
Plug Completion — The majority of the plugs adjacent to Small Road and Royal
Road were not fully constructed prior to planting. This deliberate change in the
construction sequence allowed the site's average water elevation to be lower during the
first 6 to 9 months. This prevented the bare root seedlings planted in the lower areas
from being totally submerged during their first year. It is anticipated that the seedlings
will have grown to a height in year two that the normal standing water levels will not
increase tree mortality.
6.0 POST - CONSTRUCTION MONITORING
6.1 Vegetation. Planted vegetation monitoring plots were established at 47
monitoring wells (plots represent 2 percent of the restoration area) (Figure 5). Plots
were established after planting and all trees and shrubs within the plot were marked with
a stake. A few months after planting (after stems had grown leaves to allow for better
identification) planted stems within vegetation plots were tagged and identified to
species if possible. Each year prior to leaf fall in autumn, planted stems within
vegetation plots will be sampled for survival, beginning in 2013. In the fifth year, the tree
plots will be sampled for all woody volunteer stems, which will be recorded separately
from planted trees.
6.2. Hydrology. Electronic wells at the site, as well as a rain gauge, will be
downloaded once a month and the data (water level readings taken every 1.5 hours)
evaluated to document wetland hydroperiods.
6.3 Fixed -point photo stations. Photographs will be taken periodically
throughout the monitoring year to visually document hydrologic conditions, stability,
vegetation growth, and the evolution of the restoration site. Seven permanent photo
point locations were established at six of the 10 corners of Phase 2 (Figure 4). Several
P and U Lands Mitigation Site Phase 2 5 PCS Phosphate Company, Inc.
As -Built Report June 2014

photographs will be taken at each station to capture a panoramic view of the site.
Photographs at the fixed -point stations will be taken at each autumn sampling and
representative photos will be selected for inclusion in the annual report. Representative
photos of site conditions, earthwork, planting, and others of interest are included in
Supporting Document C of this report.
P and U Lands Mitigation Site Phase 2 6 PCS Phosphate Company, Inc.
As -Built Report June 2014

LITERATURE CITED
CZR, Incorporated. 2012. Compensatory Mitigation Plan for P and U Lands Restoration Site,
Richland Township, Beaufort County, NC in PCN for P and U Lands Restoration Site,
submitted January 2012.
CZR Incorporated. 2013. As -Built Report for the P and U Lands Restoration Site Phase 1.
P and U Lands Mitigation Site Phase 2 7 PCS Phosphate Company, Inc.
As -Built Report June 2014

Table 1. Planted species in Phase 2 by percent for each zone. Total acres and percents have been rounded; total
may exceed 100.
Trees
Atlantic white cedar
Chamaecyparis thyoides
Zone 2
Zone 3
Zone 5
Bald cypress
Non - riverine
10
10
Headwater forest
swamp forest
Hardwood flat 1
Species
Latin name
40 ac
562 ac
135 ac
Trees
Atlantic white cedar
Chamaecyparis thyoides
<1
10
Bald cypress
Taxodium distichum
10
10
Pond cypress
Taxodium ascendens
10
2
4
Green ash
Fraxinus pennsylvanica
15
3
1
Ironwood
Carpinus caroliniana
5
3
5
Laurel oak
Q. laurifolia
<1
14
15
Overcup oak
Q. lyrata
1
12
15
River birch
Betula nigra
5
1
Sugarberry
Celtis laevigata
7
Swamp chestnut oak
Q. michauxii
14
14
Swamp tupelo
Nyssa biflora
12
8
15
Sycamore
Platanus occidentalis
12
Water hickory
Carya aquatica
5
5
Water tupelo
N. aquatica
5
9
10
Willow oak
Q. phellos
10
10
Small trees
Red chokeberry
Aronia arbutifolia
<1
Red bay
Persea borbonia
2
Sweet pepperbush
Clethra alnifolia
1
2
4
Titi
Cyrilla racemiflora
2
3
1
Sweetbay
Magnolia virginiana
2
3
4
Shrubs
Buttonbush
Cephalanthus occidentalis
1
Fetterbush
Lyonia lucida
1
High bush blueberry
Vaccinium corymbosum
1
1
Possumhaw
Viburnum nudum
1
<1
1
Silky dogwood
Corpus amomum
<1
1
1
Spicebush
Lindera benzoin
<1
<1
Virginia sweetspire
Itea virginica
1
1
Winterberry
Ilex verticillata
1
Summary
Total stems by zone 17,601 302,544 58,829
P and U Lands Mitigation Site Phase 2 T -1 PCS Phosphate Company, Inc.
As -Built Report June 2014

-
AURORA
SOUTH CREEK
�fl - CORRIDOR
SOUTH CREEK P LA
CORRIDOR _
U LANDS
BAY CITTjWRM off ASE1 a+
P LANDS
P LANDS
�
35' 14' 15.04"
.. LONG: 76.46'19.20"
w r.
PL
CASEY TRACT
/ H SE
PHASE I
NOS
PARKER FARM ! ,�
PARKER FAR
SECTION~
PARKER FARM
SECTION J-
I •
LEGEND
P and U LANDS BOUNDARY
SOUTH CREEK CORRIDOR AND
0 5,000
109000
PARKER FARM BOUNDARY
SCALE IN FEET
NORTH CAROLINA
VICINITY MAP
P LANDS PHASE
2
SITE LOCATION
P and U LANDS
PCS PHOSPHATE COMPANY, INC.
SOURCE:
SCALE: AS SHOWN
APPROVED BY:
DRAWN BY: BFG /TLJ
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
DATE: 08/21/13
FILE•ANNUAL RPTS/PH2/
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE
P LANDS VIC PH
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET.
CP #1745.59.32.2
4709 COLLEGE ACRES DRIVE
USGS TOPOGRAPHIC MAP IMAGES, NC STATEPLANE,
Z
R SUITE 2
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
INCORPORATED
WILMINGTON, NORTH CAROLINA 28403
FIGURE 1
NAD83, FEET, 1:24000- SCALE, WEBSITE: WWW.NCDOT.ORG
ENVIRONMENTTA CONSULTANTS FAX [phone]

Project Boundary Planting Area
` t
J
�i2 1 J1t41+i<c � i
hr� a��t� a+ tlf ne
Royal Road
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
0.000
7.500
■
2
7.510
8.000
ffift
3
8.010
8.500
4
8.510
9.000
5
9.010
9.500
6
9.510
10.000
7
10.010
10.500
8
10.510
11.000
9
11.010
11.500
10
11.510
13.000
11
13.010
16.000
12
16.010
25.000
�\ LEGEND
PHASE 2 PLANTING AREA
— a — PROJECT BOUNDARY
OPEN WATER
ROADS
PI -
PHASE 1
Bay City Road PHASE 3
(S.R.1002)
Small Road
Small Road
is
Project Boundary
FIGURE 2A
REV. No. DATE DESCRIPTION
0 600' 1200• 1800•
SCALE IN FEET
Z3: U
Z
�c)
r)
r(D Z
"� o Z
gZ o
`L U
ry
LU
H
N 0
N �
C
U
c Q
J
J
�o
�Z
�L
co = (n
Sx
�0 w
PROJ. NO.: 1002
DRAVm BY: RC
DATE: 01116/14
SHEET:
FIG.2A

Project Boundary Planting Area
106
10 3 1
i
5
Royal Road
7 \
J
n
c _
914 � 92 �_: 00 �. � � \
Project Boundary X91 -,g0 2._
{
hBay City Road
(S.R.1002)
Fit-
®g3
PHASE 2 74® `' g \-o
®72 76 7
0 67 0 69® ® 75® 77 780 y .p
370 7.3 980
�Il Small Road
65 �63 61
66® 64® °62 ® ��j! PHASE 1
Small Road
PHASE 3 Project Boundary
FIGURE 2B
Number
Minimum Elevation
Maximum Elevation
Color
1
0.000
7.500
■
2
7.510
8.000
3
8.010
8.500
■
4
8.510
9.000
5
9.010
9.500
6
9.510
10.000
7
10.010
10.500
8
10.510
11.000
■
9
11.010
11.500
!
10
11.510
13.000
11
13.010
16.000
12
16.010
25.000
LEGEND
— - — — PHASE 2 PLANTING AREA
— PROJECT BOUNDARY
OPEN WATER
o ROADS
o PERIMETER BERM AND PARKING AREAS Z 3: m
z
WELL LOCATION `" P
Z) U
Z0 0 0
gO o w
� z
0
z
0
N
(n ~
N
� z
w
N Co
J a
fr-
=a
CU 0
x �
a0
0 600' 1200' 1800'
SCALE IN FEET
PROJ. NO.: 1002
DRAWN BY: RC
DATE: 01/16/14
SHEET:
FIG.2B

LEGEND - PHASE 2 (796.43 ACRES)
- -- -- P & U LANDS BOUNDARY
® ROADS
V/// BERMS AND PARKING AREAS
0 OPENWATER OR PLUGGED /FILLED DITCH
PHASE 2 - AREAS TO BE PLANTED:
0 ZONE 2 HEADWATER FOREST (40.37 ACRES)
0 ZONE 3 NON - RIVERINE SWAMP FOREST (562.35 ACRES)
0 ZONE 5 HARDWOOD FLAT 1 (134.93 ACRES)
D
PHASE 2 '<
PHASE 3
O
D
U)
O
O
N
BENFEWELL ROAD
9.40oc
13.28ac 17.64ac 20.1 Doc
10.51 ac 18.89ac
7.3 \---2.1-I.c ROYAL ROAD
ROYAL ROAD _
1.75ac
5.53ac P LAN D A
2 7 ac 9.29ac �^
0.1500 6.07ac \ \
\ 9.54ac 40.43ac 34.92ac
\ ^
12.43ac 36.77ae 43.52ac 43.53ac 43.32ac
1 1.O5ac
17.72ac \
19.180c \ 10.61 cc
20.39ac \ 9.17oc
\ 21.97ac \
\ 24.67ac
13.43ac 15.04ac 10.32ac 13.32ac 21 29ac
8.06ac SMALL ROAD
\ 9.87ac
13.42ac 110- LANDS
15.66ac 8.10ac 7.26ac
11.03ac
SMALL ROAD2.11aa
29.51 oc 'pO
�O
15.61ac
7.47ac 0.56ac
PHASE 2
PHASE 1
LE END
P AND U LANDS (3,666.92 ACRES)
(TOTAL ACREAGE INCLUDES 12.52 ACRES OF
RIGHT -OF -WAY ALONG STATE ROADS NOT
PLANTED.)
PLANTING PLAN
P LANDS PHASE 2 REVISED 11/01/12
q
0 1,000 2,00o
PCS PHOSPHATE COMPANY, INC.
No.
CITY
BAY
SCALE IN FEET
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ /BFG
DATE: 06/12/14 FILE: P-,LANDS- PLANT_
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,i{�
�� ��ff
CP #1745.59.32.2
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE
O 4709 COLLEGE ACRES DRIVE
Z R SUITE 2
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
WILMINGTON, NORTH CAROLINA 28403
INCORPORATED TEL [phone] FIGURE 3
NAD 1983 FEET.
_
ENVIRONMENTAL CONSULTANTS FAX [phone]

Man 24 (E)
6s
rsmM�=
05
Ir
I I
ih
r{
Il
it
Tl
II
R
n
u
4K
bI
I I
n
u
Il fr"
II II
}1 I'
Ir I
Il •r
Ir 11
Il
it
tt
u
54
II
II
LOYAL ROAD
tl
•4
�1
B E N F E ELL_RQA42```;
ROYAL ROAD
r;rr
$,POO
lbw Glkl6 SMALL ROAD
C3
SMALL -R
WAD
1 -'
w•
P LANDS 1+4
AN D
1
10
h ,?
K- mciff2miq
P AND U LANDS BOUNDARY
0 AREAS TREATED WITH APPROVED
MIXTURE FOR TERRESTRIAL APPLICATION
x 03
AREAS TREATED WITH APPROVED
MIXTURE FOR AQUATIC APPLICATION
AREAS TREATED FOR NUISANCE SPECIES AND COMPETING VEGETATION
P AND U LANDS PHASE 2
I
� 3� -.�: - -=�'- �' -�- � — ,uk- -�- ""`
� ° —' �_ � �'"._ — �... `�fi
�� �-
� Lam-
.,:�._ _,
•r, _ ����
--
�
� __ fir- ,' -�- �•- _
...;�
PCS PHOSPHATE COMPANY, INC.
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY' ROBERT M. CHILIES.
SCALE: AS SHOWN
�_�~ ''}= �-
�fy _'..JL`-
,� _.U!r .+}T�. �... ''mow
�.�r °��.�?ii!
_�` 'W.'_
}
�-•R�r
- 3LL.-.
-'I✓ _114.. _ .yLi.. �,•R�G} \ ' _��ik'
=.W,�.
_'6` �
��•p�rt
_
_+.,}� Awl-
P— LAND S,— HERBCCIDE-
FILE: PH D
APE
W^.CO.BEAUFORT.NC,US, BEAUFORT COUNTY PARCEL DATA SHFILES,
--k—
CP #1745.59.32.2
NAD 1983 FEET. 0 1,300
2,600
USCS TOPOGRAPHIC MAP IMAGES, INC STATEPLANE,
4709 COLLEGE ACRES DRIVE
NORTH CAROLINA DEPARTMENT DF TRANSPORTATION
NAD83, FEET. 1:24000- SCALE, WEBSITL WWW.NCDDT.ORO
SCALE IN FEET
SUITE 2
INCdR PORATEO WILIAINGTON, NORTH LC910 /391 -9153
FIGURE 4
BAY.. ..
EMVIRUWEMTAL CO.WLT"n FAX [phone]
1 -'
w•
P LANDS 1+4
AN D
1
10
h ,?
K- mciff2miq
P AND U LANDS BOUNDARY
0 AREAS TREATED WITH APPROVED
MIXTURE FOR TERRESTRIAL APPLICATION
x 03
AREAS TREATED WITH APPROVED
MIXTURE FOR AQUATIC APPLICATION
AREAS TREATED FOR NUISANCE SPECIES AND COMPETING VEGETATION
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY' ROBERT M. CHILIES.
SCALE: AS SHOWN
APPROVED BY:
DRAWN BY: TLJ /BFG
NEW BERN, NORTH CAROLINA, JOB ,#2009095, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY CIS DATA WEBSITE
DATE: 05/06/14
P— LAND S,— HERBCCIDE-
FILE: PH D
APE
W^.CO.BEAUFORT.NC,US, BEAUFORT COUNTY PARCEL DATA SHFILES,
CP #1745.59.32.2
NAD 1983 FEET. 0 1,300
2,600
USCS TOPOGRAPHIC MAP IMAGES, INC STATEPLANE,
4709 COLLEGE ACRES DRIVE
NORTH CAROLINA DEPARTMENT DF TRANSPORTATION
NAD83, FEET. 1:24000- SCALE, WEBSITL WWW.NCDDT.ORO
SCALE IN FEET
SUITE 2
INCdR PORATEO WILIAINGTON, NORTH LC910 /391 -9153
FIGURE 4
EMVIRUWEMTAL CO.WLT"n FAX [phone]

94
95
�
67
68
m
ROYAL ROAD
V8 9
92 '
\�\
\91 90
\_
�I
69�_
65
n 64/
66 SMALL ROAD
0
0
U)
0
0
N
BAY CITY No. 4
BENFEWELL ROAD
109
107 108 03
°1 10
10 /I, �„ 102
�!�""� ROYAL ROA
®96 1097 ®99
® 1001
087 P LAND C� �
'
85o
083
86 84
74****
i ®76
70 �7� 73 75 ; 1 � 7
� SMALL ROAD
r LANDS
LEGEND
P LANDS PLANTING AREA
OPEN WATER OR PLUGGED /FILLED DITCH
- ROADS
® PERIMETER BERM AND PARKING AREAS
TREE SAMPLING PLOT
• WELL LOCATION AND TREE MONITORING PLOT
(WELLS TO MONITOR LATERAL DRAINAGE EFFECT MAY
NOT HAVE A TREE PLOT. LOCATIONS ARE
APPROXIMATE.)
AREAS PLANTED IN PHASE 2:
0 ZONE 2 HEADWATER FOREST
\\2 ZONE 3 NON- RIVERINE SWAMP FOREST
ZONE 5 HARDWOOD FLAT 1
90
1L 81�
80 PHASE 2
PHASE 1
MONITORING LOCATIONS
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ /BFG
AllUAL HZ/- 5-1
DATE: 03/12/14 FILE: PHASE 2 /P_LANDS_WELL_
SOURCE: 0 1 .200 2,400��ff
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES, CP #1745.59.32.2
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009 1 1 0 4709 COLLEGE ACRES DRIVE
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE L SUITE 2
WWW.CO.BEAUFORT.NC.US, BEAU FORT COUNTY PARCEL DATA SHAPEFILES, • ` WILMINGTON, NORTH CAROLINA 28403
NAD 1983 FEET. SCALE IN FEET INCORPORATED TEL [phone] FIGURE 5
ENVIRONMENTAL CONSULTANTS FAX [phone]

OD
v
n
-c
0
v
0
C/)
TJ
0
PHASE 2 0
PHASES
'Z!
95
To Ap
68
LEGEND
P AND U LANDS PH2 (796.43 ACRES)
• WELL LOCATION AND TREE MONITORING PLOT
(WELLS TO MONITOR LATERAL DRAINAGE EFFECT
BENFEWELL ROAD MAY NOT HAVE A TREE PLOT. LOCATIONS ARE
APPROXIMATE.)
Pt
1
106 107 08 109
Pt 105 103 102 101
104 ROYAL ROAD
96 97
99
ROYAL ROAD 98 100
87
Pt
2 g 1 90
93 Wd
69 71
70
Pt 65,Z Da4 63 62
66 SMALL ROAD
BAY CITY N0.
4
61
SOILS
SYMBOL SOIL NAME
Ap ARAPAHOE (MINERAL) (12.70 ACRES)
Do DARE (ORGANIC) (0.07 ACRES)
Po PONZER (ORGANIC) (488.55 ACRES)
Pt PORTSMOUTH (MINERAL) (74.04 ACRES)
To TOMOTLEY (MINERAL) (1.87 ACRES)
Wd WASDA (ORGANIC) (219.21 ACRES)
0 HYDRIC SOILS
NOTE:
��p ONLY HYDRIC SOILS ARE DESIGNATED MINERAL
��I A OR ORGANIC.
88 85 '083
82 F
8 4 �o
86 Po v
74 76
g
72 73 75 78:.,�'
77 80 81
SMALL ROAD
P
SOILS
P AND U LANDS PHASE 2
SOURCE: PCS PHOSPHATE COMPANY, INC.
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ /BFG
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET. DATE: 05/06/14 FILE: PABANDS_SOILS_PH2_
2012 AERIALS DOWNLOAD FROM FROM NC ONE MAP 0 1 ,200 2,400
WEBSITE: http: / /data.nconemop CP #1745.59.32.2
7 4709 COLLEGE ACRES DRIVE
SOIL SURVEY OF BEAUFORT COUNTY, NORTH CAROLINA, US DEPARTMENT L SUITE 2
WILMINGTON, NORTH CAROLINA 28403
OF AGRICULTURE NATURAL RESOURCES CONVERSATION SERVICE, SCALE IN FEET INCORPORATED TEL [phone] FIGURE 6
ISSUED: SEPTEMBER 1995
umrsoNNERTK CONSULTANTS FAX [phone]
r'
SOILS
P AND U LANDS PHASE 2
SOURCE: PCS PHOSPHATE COMPANY, INC.
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ /BFG
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET. DATE: 05/06/14 FILE: PABANDS_SOILS_PH2_
2012 AERIALS DOWNLOAD FROM FROM NC ONE MAP 0 1 ,200 2,400
WEBSITE: http: / /data.nconemop CP #1745.59.32.2
7 4709 COLLEGE ACRES DRIVE
SOIL SURVEY OF BEAUFORT COUNTY, NORTH CAROLINA, US DEPARTMENT L SUITE 2
WILMINGTON, NORTH CAROLINA 28403
OF AGRICULTURE NATURAL RESOURCES CONVERSATION SERVICE, SCALE IN FEET INCORPORATED TEL [phone] FIGURE 6
ISSUED: SEPTEMBER 1995
umrsoNNERTK CONSULTANTS FAX [phone]

APPENDIX A
FINAL AS -BUILT PLANS AND DRAWINGS
(also on accompanying CD)

WETLAND RESTORATION PLANS
FOR
V PotashCor
rviyu-mareCUA,
"P" and "U" LANDS -PHASE II AS -BUILT PLANS
IN
BEAUFORT COUNTY, NORTH CAROLINA
LOCATION SKETCH 0
not to scale
AS -B U I LTS
NOTE: PLANS MAY BE PRINTED IN DIFFERENT PAGE SIZES - ALWAYS CONFIRM SCALE USING SCALE BAR.
REV -N0. DATE DESCRIPTION
VICINITY MAP
natty scale 0
INDEX OF DRAWINGS
C1.1 C
COVER SHEET
C1.2 C
CONVENTIONAL PLAN SHEET SYMBOLS
C1.3 G
GENERAL NOTES & SYMBOLS
t
MASTER SITE PLAN
C2.2 S
A
,
TYPICAL SECTIONS
C4'1 -
GRADING SUMMARY BY PLANTING ZONE
- G
GRADING PLAN
Project Location
04:65 - C4.108 G
GRADING PLAN
_j ±r
P'ERIMET'ER CROSS SECTIONS
(NOT INCLUDED)
66.511 - -
- 4 (
a
S GEGTIE048 - GMAI lz R (
(RIOT INCLUDED)
PHASEw
(NOT INCLUDED)
C7.1 P
PARKING LOT DETAILS
REV -N0. DATE DESCRIPTION
VICINITY MAP
natty scale 0
INDEX OF DRAWINGS
C1.1 C
COVER SHEET
C1.2 C
CONVENTIONAL PLAN SHEET SYMBOLS
C1.3 G
GENERAL NOTES & SYMBOLS
C2.1 M
MASTER SITE PLAN
C2.2 S
STATIONING PLAN
C3.3 T
TYPICAL SECTIONS
C4'1 -
GRADING SUMMARY BY PLANTING ZONE
- G
GRADING PLAN
04:65 - C4.108 G
GRADING PLAN
C5.1 - C5.14 P
P'ERIMET'ER CROSS SECTIONS
(NOT INCLUDED)
66.511 - -
- 4 (
E6.3 -- S
S GEGTIE048 - GMAI lz R (
(RIOT INCLUDED)
(NOT INCLUDED)
C7.1 P
PARKING LOT DETAILS
01/16/14
SEAL
n- q 3450 Nodhlake Boulevard • SuA& 102
•" P0. BaaM Gardens, FloWu 33403
�ys 7 4709 COLLEGE DR., STE 2 TR Ph— (581 ) 6.700
ve,_Y; Z WILMINGTON, N.C. 26403 Tdl - Free: (8 7 71 630 -677 7
YYY Jonathan T. Ricketts, ler. F . (58FI82�i2770
' INCORPORATED TEL [phone] " """n"""
E%VIR�VENTR CONSULTAN FAX [phone] FL Campo o1 Aulhod &Ian: 8773 0617 RICK
NC Cerm6cnte o1 Aulloeh7.e!'�a: C•2761 JONATHAN T. RICKETTS
NC P.E. No. 26154

g Nate: Not to Scale
*S.U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
V.OlECT FEFERENCE W0. SHM I ..
FN
W
awi p r z°
a�a
Q
�a s
F
K
Imo_
C
O
z �
J
zo
7a0
,(a o ED
z C
¢_J C
LL
q
w
m �
LU
Z
L J
J
Q
Z
J _Q
POf Z
0 Z
LLJ
�L
Z
x O
r
(]
PRBJ. NO.: 1002
MAUVR sr: RC
GATE: 01/16/14
SHEET: �}
C1 .L
WATER:
BOUNDARIES AND PROPERTY:
RAILROADS:
Water Manhole .............. ...............................
Water
Q
�
State Line
....
Standard Gauge ..,
. >
Meter ...................... .....................
. -- --- - - - - -- -- - - --- - - - --- -- -.....
County Line
RR Signal Milepost ................ ....... ,..,....,.,
MILEPOST �5
Water Valve ,. - - - -. - .-- . - - - -- ..----- ......... ....
Switch
a
EXISTING STRUCTURES:
Water Hydrant ................ ...... .................... ....�
Township Line ...........
— •� — . . _
............ ............................... ......I
City Line ......
RR Abandoned .......................... ... .......
T
MAJOR:
Recorded UIG Water Line ............................
RR Dismantled
- -- - -
Bridge, Tunnel or Box Culvert ................
g .......
cw+c
Designated UIG Water Line S.U.E.'
9 � ) ..........
--- - ■ - - --
Reservation Line ........... .... ................... ......
�. � . �. �
............................ . °. .......°
RIGHT OF WAY:
Bridge Wing Wall, Head Wall and End Wall
- � �� *^Y �
Above Ground Water Line ............................
My MW
Property Line ................ ................... . .........°..
Pr
Existing Iron Pin .............. ...............................
o
Baseline Contra[ Point_.. ........... ..............
MINOR:
Property Corner .............. ...............................
+
Existing Right of Way Marker . ....................... .,
Head and End Wall ........ ...............................
oowc Hw
TV:
Pipe Culvert ................... ...............................
TV Satellite Dish .............. ...............................
�
Property Monument ........ ...............................
o
Existing Right of Way Line ..........................
-
Footbridge
� �
TV Pedestal
Parcel 1 Sequence Number ............................
sa
Proposed Right of Way Line .... .,......
�
...................... ...............................
............,......,. .......,......,................
Existing Fence Line ........................ . ........... .
x� x-
Proposed Right of Way Line with
Drainage Box; Catch Basin, DI or JB ............
❑CB
TV Tower ............................
Iron Pin and Cap Marker _ ....
Paved Ditch Gutter... ...... ...............................
- - - --
UIG TV Cable Hand Hole_ ..................
Q
Proposed Woven Wire Fence ........................
Proposed Right of Way Line with
P 9 Y
Storm Sewer Manhole
�
Recorded UIG TV Cable ..................
TM
Proposed Chain Link Fence ...........................
®
Concrete or Granite Marker ........ ..............
:...............
Storm Sewer...... ....,
s
Designated UIG TV Cable (S U.E. ")
---- *-- - --
Proposed Barbed Wire Fence ........................
9
Existing Control of Access ...........................
Recorded UIG Fiber Optic Gable ...................
rye.
Existing Wetland Boundary_ .........................
Proposed Control of Access .......°....................
@
UTILITIES:
Designated UIG Fiber Optic Cable (S.0 E. " )
-
Proposed Wetland Boundary .. .. ° ...............
wee
Existing Easement Line.._. ............... .. ........ ...
- -E --
POWER:
Existing Endangered Animal Boundary_ ... ....
- -EAB -
Proposed Temporary Construction Easement ......
E
■
GAS:
Existing Power Pole ........
Existing Endangered Plant Boundary .............
— —CPO — -
Proposed Temporary Drainage Easement .,....
TDE
Proposed Power Pole..... . ........................
Gas Valve ...........................
BUILDINGS AND OTHER CULTURE:
Proposed Permanent Drainage Easement -. °. .,
Rat:
Existing Joint Use Pole . ...............................
Gas Meter .................. ...............................
Gas Pump Vent or UJG Tank Cap ...................
0
Proposed Permanent Drainage I Utility Easement
DUE
Proposed Joint Use Pole ............................
Recorded UIG Gas Line . ...............................
G
Sign "° °' ..............
'
0
Proposed Permanent Utility Easement ............
PUE
.............................. ° ° °'
Power Manhole .
0
Designated UJG Gas Line S.U.E."
- - - - --- - - -
Well ....... ............................... ...........................
❑
Proposed Temporary Utility Easement ............
—TUE—
Power Line Tower
®
Above Ground Gas Line
.Ir W.
Small Mine
5t
Proposed Permanent Easement with
+
............................ °.......
F
. ...............................
............................... ..................
Iron Pin and Cap Marker .............................
Power Transformer ...... ...............................
Foundation ..................... ...............................
�—
ROADS AND RELATED FEATURES:
UIG Power Cable Hand Hole ......................
SANITARY SEWER:
Area Outline ..................... ...............................
I — — — }
Existing Edge of Pavement ..............................
- - - --
H -Frame Pole.. ...... ........ ...... .....................
Sanitary Sewer Manhole .. ...............................
Cemetery ......................... ...............................
� t I
Existing Curb ............ .................. ....... ............ ..
- - - --
Recorded UIG Power Line ...... ....................
a
Sanitary Sewer Cleanout . ...............................
Building ............................ ...............................
Proposed Slope Stakes Cut ....,.......................
- - - 2___
Designated UIG Power Line (S.U.E.') .........
- - - -P- - - -
UIG Sanitary Sewer Line . ..........................°.°.°
School .............................. ...............................
Proposed Slope Stakes Fill .............................
-- - L___
Above Ground Sanitary Sewer .......................
./9 � IW,
Church ................ ...............................
Proposed Wheel Chair Ram
c
TELEPHONE:
Recorded SS Forced Main Line .....................
Dam ....,°.....,° .................... ...............................
Existing Metal Guardrail ., ,. ... ....... ............... ..,..
-
Existing Telephone Pale ...... ... ...... ..,....,...
f
Designated SS Forced Main Line (S.U.E') ....
HYDROLOGY.
Proposed Guardrail .......... ...............................
T ' T r
Proposed Telephone Pole .............................
�r
Stream or Body of Water... ............................
Existing Cable Guiderail ,. ........... ....... ... ....... ....
Telephone Manhole ........ ...............................
C7
MISCELLANEOUS:
Hydro, Pool or Reservoir ...............................
I-- - - - -,
Proposed Cable Guiderail ...............................
n n n n
Telephone Booth ............ ...............................
0
Utility Pole ......................... ...............................
Jurisdictional Stream ...... ...............................
J
Equality Symbol ...........................................
Qj
Telephone Pedestal ........ ,.. .......
Q
Utility Pole with Base .......... ........................
Q
Buffer Zone 1 .................... ................ ............
— BZ
Pavement Removal °......... ...............................
Telephone Cell Tower .... ...............................
A
Utility Located Object .°...... ...............................
�n
Buffer Zone 2 .................. ...............................
Bz 2
VEGETATION:
UIG Telephone Cable Hand Hole .................
Q
Utility Traffic Signal Box .... ...............................
Q
Flow Arrow ...°......° .......... ...............................
Single Tree ......................... ...............................
€
Recorded UIG Telephone Cable ...................
Utility Unknown UIG Line ... ...............................
Disappearing Stream ..... ...............................
y-- —
Single Shrub ....................... ...............................
Designated UIG Telephone Cable (S.U.E. ")
- - - - *- - - -
UfG Tank; Water, Gas, Oil ...............................
0
Spring ............................ ...............................
Hedge ........................... ............................... .....
Recorded UIG Telephone Conduit ................
AIG Tank; Water, Gas, Oil ...............................
0
Wetland ° ........................ ...............................
Woods Line ........................ ...............................
Designated UlG Telephone Conduit (S.U.E.')
- - - -rt- - - -
UIG Test Hole (S.U. E. ") ......................... ..........
�
Proposed Lateral, Tail, Head Ditch ..............
Orchard ..,..........,................ ...............................
Q f3 Q 4
Recorded UIG Fiber Optics Cable ........,........
ro
Abandoned According to Utility Records ..,......
AATUR
False Sump...... .... ............... ........ __ .......
Vineyard .......°..................... ...............................
v.,. a
Designated UIG Fiber Optics Cable (S.U.E. ")
-- - - *ro- --
End of Information , ........ ... ............. ........... .......
E.0.1.
AS -BU ILTS
FN
W
awi p r z°
a�a
Q
�a s
F
K
Imo_
C
O
z �
J
zo
7a0
,(a o ED
z C
¢_J C
LL
q
w
m �
LU
Z
L J
J
Q
Z
J _Q
POf Z
0 Z
LLJ
�L
Z
x O
r
(]
PRBJ. NO.: 1002
MAUVR sr: RC
GATE: 01/16/14
SHEET: �}
C1 .L

1. SITE INFORMATION IS BASED ON SURVEY WORK DONE BY MATRIX EAST, PLLC DATED OCTOBER 1,
2010 WITH THE VERTICAL DATA (TOPOGRAPHY) PROVIDED BY TUCK MAPPING SOLUTIONS USING
AIRBORNE LIDAR (DATA WAS COLLECTED ON MAY 14, 2010 AND MARCH 10, 2012). VERTICAL
COORDINATES ARE BASED ON NAVD 1968. AS -BUILT Li DAR COLLECTED APRIL 21,2013
USERS OF THESE PLANS ARE CAUTIONED THAT THE VERTICAL INFORMATION SHOWN ON THESE
PLANS IS LIMITED TO THE ACCURACY OF THE LIDAR METHODOLOGY EMPLOYED AND SPECIFICALLY
THAT LOWEST ELEVATIONS INSIDE DITCHES OR OTHER AREAS OF STANDING WATER MAY NOT
REPRESENT THE BOTTOM OF THE DITCHES (OR LOW -LYING AREAS) BUT INSTEAD REFER TO THE
WATER SURFACE ELEVATION ON THE DATE OF THE LIDAR WORK. ADDITIONALLY, THE
TOPOGRAPHY WORK WAS COMPLETED PRIOR TO THE REMOVAL OF THE PINE PLANTATION THAT
EXISTED ON MANY AREAS OF THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC AND REPORT TO THE ENGINEER ANY
SIGNIFICANT CHANGES IN THE EXISTING GRADES SHOWN ON THESE PLANS PRIOR TO INITIATING
WORK IN THAT AREA OF THE PROJECT. THE ENGINEER SHALL MAKE CHANGES TO THE EXISTING
DESIGN, AS NECESSARY, AND PROVIDE THE CONTRACTOR WITH ANY UPDATED PLANS AS
NECESSARY.
3. CONTRACTOR'S FIRST ORDER OF WORK IS TO PLACE ALL EROSION CONTROL DEVICES (SEE
EROSION CONTROL PLAN).
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL REQUIREMENTS OF
REGULATORY AGENCIES.
5. CONTRACTOR SHALL BE REQUIRED TO MAKE MINOR GRADING CHANGES TO THE PROPOSED
PERIMETER CONSTRUCTION AT THE REQUEST OF JONATHAN T. RICKETTS, INC.
6. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR TO REMOVE ANY SAND IN EXISTING
DRAINAGE STRUCTURES AND PIPES LOCATED THROUGHOUT THE PROJECT.
7. ALL CLEARING DEBRIS WILL BE LEFT IN PLACE IN OPEN FIELDS. MAXIMUM DIAMETER OF PILES
SHALL BE 50', MAXIMUM HEIGHT SHALL BE 16.
8. FOLLOWING DITCH FILLING FOR THOSE DITCHES SHOWN TO BE FILLED, COMPACTION WILL
CONSIST OF 3 PASSES WITH A D-4 DOZER OR EQUIVALENT, LEAVING 12" OF LOOSE COMPACTION
OF THE TOP OF THE FILL. PROPOSED GRADES SHOWN FOR THESE AREAS SHALL REFER TO THE
TOP OF THE UNCOMPACTED FILL.
9. FOLLOWING COMPLETION OF FILL FOR EMBANKMENT, BERM ROADWAY SUBGRADE, SPILLWAYS,
AND PARKING SPACES, TESTING WILL BE REQUIRED FOR DENSITY SPECIFIED ON TYPICAL
SECTIONS.
10. IF REQUIRED, DE- WATERING WILL BE ACCOMPLISHED IN ACCORDANCE WITH A PLAN PREPARED
AND SUBMITTED TO THE ENGINEER AT LEAST ONE WEEK PRIOR TO COMMENCEMENT ACTIVITIES.
11. FOLLOWING WIND STORM EVENTS THE CONTRACTOR SHALL RETURN ROADWAYS TO USABLE
CONDITION WITHIN 48 HOURS OF THE END OF THE STORM EVENT.
12. STAKE OUT OF ALIGNMENT AND GRADE FOR CONSTRUCTION WILL BE PROVIDED BY ENGINEER'S
SURVEYOR. ALL RE- STAKING OF CONTROL POINTS WILL BE AT THE CONTRACTOR'S EXPENSE.
13. MAINTENANCE OF TRAFFIC ON ALL ADJACENT PUBLIC ROADS WILL CONFORM TO THE
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
14. PLACEMENT OF TEMPORARY SILT FENCES, DITCH BLOCKS, AND CHECK DAMS WILL BE INSTALLED
BASED ON PERMIT DRAWINGS APPROVED BY NORTH CAROLINA DENR OR THE U. S. ARMY CORPS
OF ENGINEERS. ALL PERMITS MUST BE POSTED ON THE JOB SITE FOR REVIEW BY THE
APPROPRIATE INSPECTION PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE ENCLOSURE WHICH PROVIDES FOR THE PROTECTION OF THE POSTED PERMITS AND NOTICES
AND WILL BE RESPOSIBLE FOR ALL WEEKLY MONITORING.
15. THE CONTRACTOR WILL PREPARE A SEQUENCE OF WORK PLAN FOR REVIEW AND APPROVAL BY
THE ENGINEER ONE WEEK PRIOR TO COMMENCEMENT OF EACH PHASE OF PROJECT.
16. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN WHICH WILL INCLUDE, BUT NOT BE LIMITED TO, PLANS FOR AVOIDANCE
OF FUEL AND HYDRAULIC OIL SPILLS ON THE SITE.
IT ALL DISTURBED AREAS SHALL BE RESTORED IN STRICT ACCORDANCE WITH REQUIREMENTS OF
THE EROSION AND SEDIMENT CONTROL (ESC) PERMITS.
18. AT THE BEGINNING OF WORK OF EACH ESC PERMIT THE CONTRACTOR SHALL PERFORM A SOIL
ANALYSIS FOR EACH SOIL TYPE WITH A MINIMUM OF 2 SAMPLES: A PERIMETER BERM SOIL
SAMPLE, AND A FIELD SAMPLE. THE ANALYSIS CAN BE PERFORMED BY NCDA & CS AGRONOMIC
DIVISION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED (VEGETATED)
SITE PER THE REQUIREMENTS OF EACH ESC PERMIT. CONTRACTOR, AS PART OF HIS UNIT PRICE
SHALL PROVIDE REWORK OF ANY AREA THAT DOES NOT SUPPORT VEGETATION IN DENSITIES AND
TIME FRAMES SPECIFIED IN THE ESC PERMIT.
19. PROPOSED GRADES SHALL BE CONSTRUCTED TO WITHIN PLUS OR MINUS 0.10' ON OPEN AREAS
AND BERMS AND 0.05' ON SPILLWAYS.
20. AREAS WHICH HAVE RECEIVED HEAVY EQUIPMENT TRAVEL SHALL BE LOOSENED BY PLOWING
OR "RIPPING" AS DIRECTED BY THE ENGINEER.
21. ALL WORK PERFORMED WITHIN ROADWAYS, INCLUDING INTERNAL ROADS, SHALL BE IN
ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES" FROM THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
AS- BUILTS
LEGEND
PROPOSED SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
PROPOSED DITCH CROSSING
(# 57 STONE)
PROPOSED RIP RAP
( 5" - 12" CLASS B )
_ PROPOSED TOP OF BERM
PROPOSED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PROPOSED DITCH FILL
�. PROPOSED FLOW ARROW
PROPOSED SLOPE ARROW
PROPOSED
=Ed MAJOR PLUG
(LENGTH =100')
-PROPOSED MINOR PLUG
(LENGTH = 50')
PROPOSED PIPE AND
RIPRAP
EXISTING SURVEY SPOT
° ELEVATION
O 'ba EXISTING LIDAR ELEVATION
X12.50 PROPOSED SPOT ELEVATION
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
N
vwi p r z°
oxa
a
a
v'sm 8
�E
�a�LL�z
�H
�C
111111 �—.
0
z
a D
O
¢©
O
LL
U)
J
Q
m
Q1 }
0 U)
M
i 06
IL U)
sn w
0
Z
? 0
yC LL W
z
W
�0
PROJ. NO.: 1002
D AwN sr RC
DATE: 01/1 6114
SHEET:
C1.3

rR'ClVS!•D 05' BERM AND
BY -PASS DITCH
PROJECT BOUNDARY
C, ?F!"e Ebr20'SERMAND
Gwo, BY=PASS DITCH F
�Ga nFq
Iti .+► m
9
REAM VAVEY
-t, I I
LOS ENERG�STREAM
T MSW PRUN
PRCR791•Q 75' BERM AND
BY-PASS DITCH
PROJECT BOUNDARY
1
♦ 80' BERM AND
BY -PASS DITCH G
m
LREOY(IENERGY TR EEAMEO
t "Tsply VI ^ Q I �— T SWAMP
AT
_LEWAYSIFF AUf 7 f T JfTl
1 Epsi urr
T l 11
T
(2) 30'xi5 l
PA ING AREA 1 5
(TYgOF 2 - PH4SE r) " 1
t
QISCFy15RGE
`VVI`A SSPIlI.WAY 1 PVAS�E t
_-AF EXISTING- '80' BER%AIND DIT
l3 r PROP EO BER E %PANS
SAYAITY r ALIGNMENT 1
START STA.O'+00.00
5C
DIS HARCE
F VIA 5 1LL-AY l
x 5
r
U
a
m
oI�eHARC> =� s
x
t"Rl7RC8CR 4S' BERM AND
BY -PASS DITCH
1jI Y+ j
�H+E Id +E CROSiNG 111
■ L�� �� '� � PARKIII Af[II
EXISTING DISCHARGE FROM
PARKER FARM TO BE RELOCATED
PROJECT BOUNDARY
P.REFG3[R 50' BERM
6� �AND DITCH (FVTVREI
PARKER FARM
fin, � ti
at �e
,PR6PBBE9 T0' BERM AND
pp BY -PASS DITCH
.P a
EXISTING OFFSITE
I' LATERAL DITCHES
� / 80' BERM AND
1 T - _- _.—
PR9PbBE9 50' BERM AND
B'Y•PASS DITCH
AS- BUILTS
PHASE II
ARGE FROM PARKER
TO REMAIN
LEGEND
PHASE II
PHASE III (FUTURE)
PERIMETER BERM & DITCH
PROJECT"
_ _ _
RESTORED HEADWATER VALLEY
PL
PROPERTY BOUNDARY
TYPICAL SECTION "X"
PR6POSED ARKING AREA
-
--
EXISTING 09 BERM —
_- - -_- - - -
-_
-
AND DITCH WITH PR9P9EWEI
- -
- - — - -- --
_
BERM EXPANSION (FHTUREt
___
—_ __ °__ __v_ =__
_
VIA SPI
- - - - -- --= = - - -
°---
BAY CITY FARM
_ --- -- ----
==--=- _
_ _
____ _
____
- --------- _-
_____ _ _ __ _�� °�• __
P
�I
_ _ _ _ _ _ __ _ _
-' _ 13AYCITY 3 ALKC Nh +.EN7
-
- _ -
--
- -__
PROJECT-
B - ALRY_ � __ START STA u11U.1111
l �^
--- _ -- _
APL
_ --_
r- _-- _ _ _ _ __ __
____ ___ ____ - ___ r- - - y
_
_ _
- i
�.-
__ _____ ____ __ _ ___ _
_
err_
-- �-
-
-: -- 1 -�-
l
----- ..�
_ -$
-----------
_
COUNV
LINE poxD
_-
_ - F------ -- _--
REAM VAVEY
-t, I I
LOS ENERG�STREAM
T MSW PRUN
PRCR791•Q 75' BERM AND
BY-PASS DITCH
PROJECT BOUNDARY
1
♦ 80' BERM AND
BY -PASS DITCH G
m
LREOY(IENERGY TR EEAMEO
t "Tsply VI ^ Q I �— T SWAMP
AT
_LEWAYSIFF AUf 7 f T JfTl
1 Epsi urr
T l 11
T
(2) 30'xi5 l
PA ING AREA 1 5
(TYgOF 2 - PH4SE r) " 1
t
QISCFy15RGE
`VVI`A SSPIlI.WAY 1 PVAS�E t
_-AF EXISTING- '80' BER%AIND DIT
l3 r PROP EO BER E %PANS
SAYAITY r ALIGNMENT 1
START STA.O'+00.00
5C
DIS HARCE
F VIA 5 1LL-AY l
x 5
r
U
a
m
oI�eHARC> =� s
x
t"Rl7RC8CR 4S' BERM AND
BY -PASS DITCH
1jI Y+ j
�H+E Id +E CROSiNG 111
■ L�� �� '� � PARKIII Af[II
EXISTING DISCHARGE FROM
PARKER FARM TO BE RELOCATED
PROJECT BOUNDARY
P.REFG3[R 50' BERM
6� �AND DITCH (FVTVREI
PARKER FARM
fin, � ti
at �e
,PR6PBBE9 T0' BERM AND
pp BY -PASS DITCH
.P a
EXISTING OFFSITE
I' LATERAL DITCHES
� / 80' BERM AND
1 T - _- _.—
PR9PbBE9 50' BERM AND
B'Y•PASS DITCH
AS- BUILTS
PHASE II
ARGE FROM PARKER
TO REMAIN
0 YO(lo 2000 3000
SCALE IN FEET
N
W
N p ~
p a
C ca
x �
O
u 5
v'sw 8�
�E LL
�a�LL�z
4i
Imo_
C
r1
Lf3 `r
a
Z
r�to v
U
Q©
v
0)
Z
cn J
CL
LU
J �
0
LL
/H/��
2
H
7 G
O
_ rn
PRa- NCI.: 1002
DRAWN BY: RIC
DATE: 01116/14
SHEET: -//-ff��`` 1
Ci•
LEGEND
PHASE II
PHASE III (FUTURE)
PERIMETER BERM & DITCH
EXISTING ROAD
— — — — — — —
RESTORED HEADWATER VALLEY
PL
PROPERTY BOUNDARY
TYPICAL SECTION "X"
PR6POSED ARKING AREA
0 YO(lo 2000 3000
SCALE IN FEET
N
W
N p ~
p a
C ca
x �
O
u 5
v'sw 8�
�E LL
�a�LL�z
4i
Imo_
C
r1
Lf3 `r
a
Z
r�to v
U
Q©
v
0)
Z
cn J
CL
LU
J �
0
LL
/H/��
2
H
7 G
O
_ rn
PRa- NCI.: 1002
DRAWN BY: RIC
DATE: 01116/14
SHEET: -//-ff��`` 1
Ci•

J1
C
C
i
NORTH PROPERTY LINE ALIGNMENT PEELE ROAD ALIGNMENT
END STA. 155.38.7$ END STA. 6647.97
PR®Pp9ED 75' BERM AND
BY-PASS DITCH
SEN�EWELL ROAD
PROJECT BOUNDARY { + .. ;;•x PRBPO@E9-45' BERM AND
BY-PASS DITCH
.. +... . _. _.......: : :, :... "F ..v.
SHT 89 ::.::::::r :.........:::..... , ::: ;:9i :::::::::::......
SH k
PROJECT BDUwDARY :............... :.i : ''" : Ct T R4 .:......; :::. .::....:.:...... ..:::........... :.:. _.... :.:.... :.:... :. Fy
V/.
V/J _CSC
/ 'Qp PRiW9EF 12P'BERII AND
BY DITCH
v�
1
SH`T 64
�1
NORTH PROPERTY LINE ALIGNMENT i 1
START STA. 0.00 -00 4 1 STREAM VALLEY OUTFALL r y
�7 E]CISTING DISCHARGE FROM
SMALL ROAD ALIGNMENT H 'T 5L a 11 PARKER FARM TO BE RELOCATED
START STA. 0+00.00
I RESTORED MODERATE TO SHT 1}4
STREAM ALIGNMENT LOW ENERGY STREAM
START STA. 0.00.00 Il SHT 43 _
INTERVALLEY CONNECTOR I T 41 HT�111�— y
1 �
SHT 39 ` PRCrCxC 50' BERM
SHT 33 _ AND DITCH {FUTURE)
EXISTING S0' BERM SHT
AND DITCH WITH PR9P®8'E'O LOW ENERGY STREAM SHT 3l
BERM EXPANSION (FUTURE) � O GUM SWAMP RUN — ~ �� .s•� �
SHT 35 SHT 36
BAYCITY 4 ALIGNMENT A BAYCITY 4 ALIGNMENT
P +o•� + (f�' 57
START ST 0 +00.00 GUM SWAMP RUN END STA. 52 +97:
{ HEADWATER VALLEY
PRBPOOE&DISCHARGE EAST UT1
VIA SPILLWAY (FUTURE)
BAY CITY FARM PHA SE I
PARKER FARM
AS- BUILTS
\,ROJECT BOUNDARY
-REV. No. DATE DESCRIPTION.
N
W
� v �
a
aka
C
a
N
v7m &E
dip¢ 9 2.JiP
a
SHT 88
SMALL ROAD ALIGNMENT
.�'... ` END STA. 134 +55.t3
p$
PHASE II a
to 0
� U
PEELS ROAD ALIGNMENT J
START STA. 0.00 -00 �
Cfl
DISCHARGE FROM PARKER
FARM TO REMAIN
4
i
1
l
0 600• 1200' " 1900'
SCALE IN FEET
Z
M nJn
LL LL
c
U)
co
J 0
z
�0 Z
�¢ 4
LL
ca a
°- 0 cn
PROD. NC.: 1QD2
DRAWN BY: RIC
DATE: 01/16174
SHEET:
C .2
LEGEND
PHASE II
PERIMETER BERM & DITCH
EXISTING ROAD
PL
PROPERTY BOUNDARY
x x
L—f
TYPICAL SECTION W
on
fROP66EBPARKINGAREA
.. +... . _. _.......: : :, :... "F ..v.
SHT 89 ::.::::::r :.........:::..... , ::: ;:9i :::::::::::......
SH k
PROJECT BDUwDARY :............... :.i : ''" : Ct T R4 .:......; :::. .::....:.:...... ..:::........... :.:. _.... :.:.... :.:... :. Fy
V/.
V/J _CSC
/ 'Qp PRiW9EF 12P'BERII AND
BY DITCH
v�
1
SH`T 64
�1
NORTH PROPERTY LINE ALIGNMENT i 1
START STA. 0.00 -00 4 1 STREAM VALLEY OUTFALL r y
�7 E]CISTING DISCHARGE FROM
SMALL ROAD ALIGNMENT H 'T 5L a 11 PARKER FARM TO BE RELOCATED
START STA. 0+00.00
I RESTORED MODERATE TO SHT 1}4
STREAM ALIGNMENT LOW ENERGY STREAM
START STA. 0.00.00 Il SHT 43 _
INTERVALLEY CONNECTOR I T 41 HT�111�— y
1 �
SHT 39 ` PRCrCxC 50' BERM
SHT 33 _ AND DITCH {FUTURE)
EXISTING S0' BERM SHT
AND DITCH WITH PR9P®8'E'O LOW ENERGY STREAM SHT 3l
BERM EXPANSION (FUTURE) � O GUM SWAMP RUN — ~ �� .s•� �
SHT 35 SHT 36
BAYCITY 4 ALIGNMENT A BAYCITY 4 ALIGNMENT
P +o•� + (f�' 57
START ST 0 +00.00 GUM SWAMP RUN END STA. 52 +97:
{ HEADWATER VALLEY
PRBPOOE&DISCHARGE EAST UT1
VIA SPILLWAY (FUTURE)
BAY CITY FARM PHA SE I
PARKER FARM
AS- BUILTS
\,ROJECT BOUNDARY
-REV. No. DATE DESCRIPTION.
N
W
� v �
a
aka
C
a
N
v7m &E
dip¢ 9 2.JiP
a
SHT 88
SMALL ROAD ALIGNMENT
.�'... ` END STA. 134 +55.t3
p$
PHASE II a
to 0
� U
PEELS ROAD ALIGNMENT J
START STA. 0.00 -00 �
Cfl
DISCHARGE FROM PARKER
FARM TO REMAIN
4
i
1
l
0 600• 1200' " 1900'
SCALE IN FEET
Z
M nJn
LL LL
c
U)
co
J 0
z
�0 Z
�¢ 4
LL
ca a
°- 0 cn
PROD. NC.: 1QD2
DRAWN BY: RIC
DATE: 01/16174
SHEET:
C .2

i
PROPERTY LINE
SOUTH CREEK I P LANDS
CORRIDOR SITE
65' TYPICAL
70T AT PARKING AREA
- -� - - -� SMALL RD. _
f
I MATCH EXISTING GRADE
1
12D'TYPICAL
153' AT PARKING AREA
ELEV. 2.0 J CUT
TYPICAL SECTION 'E —E
25' 1 Z -16' Z -6' t a• 2'
� I2
1
Small Rd (Adjacent to S-R. 1002 and South Creek Corridor Site)
(W MIN.- 8' MAX.)
(FUTURE)
PROPERTY LINE * THIS DIMENSION WAS INCREASED AN ADDITIONAL 10'- 18' DUE TO AN ENCROACHMENT ON
THE PROPERTY LINE- SEE PLAN SHEETS AND CROSS- SECTIONS FOR ACTUAL DIMENSIONS
MULTIPLE ADJACENT I P LANDS
PROPERTY OWNER
85a I I
31' 14' 20' 20'
5'79' 3a• - 4&' I 4•-8• 14, 12• 4•
I
' I-- 72' -16' 74' 72' -76'
2 2
MATCH EXISTING GRADE / Ji
(SLOPE VARIES -4.1 MAX -) ELEV. 2.0 —/ CUT (6' MIN- S" MAX-) J
TYPICAL SECTION F —F
Royal Rd (South Creek Corridor Site to Benfewell Rd)
PROPERTY LINE
7 (DEPTH VARIES 1' TO 2':t)
KEY WAY {CONIT) PROPERTY LINE
(SAND & MINERAL SOI
TOP OF BERM ELEV. VARIES
ELEV- 9 -0 TO 90 -0
(SEE CROSS SECTIONS)
{1 MATCH EXISTING GRADE
1 STABILIZATION FABRIC BETWEEN
L BERMIKEYWRY AND EXISTING GROUND
(
MIN. ELEV. = 8.5
TOP OF ROAD ELEV - VARIES
(SEE CROSS SECTIONS) `
TOP OF BERM ELEV - VARIES
ELEV- 10 -5 TO 12.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
{US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND 8 MINERAL SOIL)
WEYERHAEUSER
I
TRACT
PLANDS -
1116,'
4'
8 0'
VS FABRIC US 200, OR APPROVED EQUAL)
26'14'20'20'
FILL
MIN. ELEV. = 8.5
TOP OF ROAD ELEV - VARIES
(SEE CROSS SECTIONS) `
TOP OF BERM ELEV - VARIES
ELEV- 10 -5 TO 12.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
{US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND 8 MINERAL SOIL)
WEYERHAEUSER
I
TRACT
PLANDS -
1116,'
4'
8 0'
4
26'14'20'20'
I
28' 1D'
I75'
19'
20'
GRADE
2 LOCATION
2
7
I V
4
SHOWN
a'
34' - 46'
23'- 2T
MIN. ELEV. = 8.5 ON PLAN 4'-g 12' - 16` 14' 12'- 16' 4' -8' I-4' 12' �-{ 4'
TOP OF ROAD ELEV. VARIES 2 I SHEETS 4 2 2
(SEE CROSS SECTIONS)
- - - - - -- ++ r
$ J FILL 1L
NrmMAX
1 2't
..
9' OWNER SUPPLIED BASE
WI STABILIZATION FABRIC
MATCH EXISTING GRADE
EXISTING 9" DITCH
(6' MIN- 8' MAX -)
ELEV, 2.0
TYPICAL SECTION G —G
Benfewell Rd (N -S from Royal Rd)
GENERAL NOTES
1- ALL DITCH SIDE SLOPES IN CROSS - SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BIN RECP AND SEEDED
WITH APPROVED SEED MIX,
2, BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.),
INSTEAD OF THE SEED AND RECP.
ADJACENT
PROPERTY OWNERS
P LANDS
4'
1116,'
■mot
I
28' 1D'
I75'
19'
20'
Z GRADE
LOCATION
7
4
SHOWN
6'
34' - 42'
3, 7, 23'- 2T
SHEETS
SHEETS
4'
4'-a'
12' -16'
1D'
12' -16°
I
I 12'
4'
2 4 CUT 7I_ . 2 I - ., .. ,. v
a" FILL 1 �_�1 z±
2 MAX. 2 MAX.
8" OWNER SUPPLIED BASE
WI STA69U7-ATION FABRIC (6' MIN. S' MAX.)
MATCH EXISTING GRADE
ELEV. 2.0
EXISTING 8- DITCH
TYPICAL SECTION H —H
Benfewell Rd (E -W from Royal Rd)
PEELE RD. ASSUMED RIGHT -OF -WAY LINE --
�— P LANDS
� 45'
2D'
I 20' I
TOP OF BERM ELEV. VARIES 12' z'
ELEV. 10.0 TO 91.0
(SEE CROSS SECTIONS) 1
MATCH EXISTING GRADES /
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND &MINERAL SOIL)
TOP OF BERM ELEV - VARIES
ELEV. 10.0 TO 10 -5
ISEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAYAND EXISTING GROUND
(US FABRIC US 200. OR APPROVED EQUAL)
�— FILL
KEYWAY (CON'T) A� —B U I LTS
{SAND &MINERAL SOIL]
2'±
�7
TOP OF BERM ELEV. VARIES
ELEV. 10.0 TO 11.0
(SEE CROSS SECTIONS)
{+, MATCGH EXISTING GRADE
LSTABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200. OR APPROVED EQUAL)
L FILL
KEY WAY (CCN'T)
(SAND & MINERAL SOIL)
PROPERTY LINE
—� PEELE RD. I PEELE RD.
30' I
25'
a a n 21
- 92' 16' $' APPROX. CENTERLINE
MATCH EXISTING GRADE OF PEELE RD.
- -- GUT
(6' MIN. T MAX -) J "— ELEV. 4.0
TYPICAL SECTION 1 -1
Peele Rd (Benfewell Rd to Parker Farm)
REV. No. DATE DESMPTIOH
3 6/29112 REVISED SECTIONS G -G & H -H
FN
W
p rya
z�
0
x,�.Snnd,9®
Z,a���LLi
O
O
tS
<� O
LL
7
w
m
rwr�
VJ
CL
f6
Z
ua O
0
J W
�o J
IL _V
O
2
�°
RRCM. No -: 1002
DRAWN 8Y: RC
DATE: 01116114
SHEET:
C3.3

Y
PL
Project Boundary
Zane 5 `
Zane 3 7
f
PERCENTAGE OF PLANTING ZONES AND PHASE II AREAS BY ELEVATION
ELEVATION INTERVALS
PLANTING ZONE
Total - Phase II,
Minumum
2
maximum
3
5
Zones 23 & 5
Color =
Zone
Phase 11
Zone
Phase 11
Phase 11
Elevation
Elevation Zone Phase 11
% %
%D
%
%
%
%°
0.000
7.500 0.3°%
0.0%
0.0°%
0.0%
0.0°%
0.0%
0.0%
7.500
8.000 54.9%
3.0%
0.6°%
0.4%
0.0°%
0.0%
3.4%
8.000
8.500 35.7°%
9.000 7.5%
9.500 04%
2.0%
0.4%
0.0%
2.9%
$.4 °f0
24.3%
22%
6.4010
18.5°%
0.1%
0-1%
02%
0.00%
i 010%
0.0 °%
4.2%
6.8%
18.6°%
8.540
9.000
9.500
10.000 0.1%
10.500 0.1%
11.000 0.1%
0.0%
0.0%
0.0%
26.1%
27.4%
8.4%
19.9%
20.8°%
6.4%
42%
39.7°x6
43.2%
0.8%
7.3%
7,9%
20.7°%
28.1%
14.3%
10.000
10.500
11.000
11.500 0.1%
0.0%
0.5°%
0.4%
9.6%
1.$%
2.2%
11.500
13.000 0.20/0
0.0%
0.5%
0.4%
1.9%
0.3%
0.7%
13.000
16.000 0.30%
0.0%
0.5%
DA%
0.5 %0
0.1%
0.5°%
16.000
26.000 0.3°%
0.0%
0.5°%
J 0.4%
0.4°%
0.1%
0.4%
Subtotals = 100.0%
5.5°% 100.0°% ' 76.2%
1100.0%1
18.3%
I 100.0%
Zone 5
Project Boundary ,
Benfewell Road
PL
FF
ZfJf}e 2
Zone 3
ummmmmp
M1✓
�-
r-
Royal Road
Zone 3
i :pa1
�o
, LLr!�
PL PL
Project Boundary
AS- BUILTS
G
®0
S®
Project Boundary
0 SOii 1280• 1 Bop
SCALE IN FEET
N
r
7H
a
0
a;a
a7
O
A
Po k �q
x '[a oP � d •�
H
� a
a z W
in Z
r� z p
7 D
° Nn 0
2
Q ~
J � Q v
Z
D L
LU
Q r
m Z
J
a
N m
co `r
a �
{fy
J w
Q
{t3
4
0
a_
0
RwD.J. No: 1002
DRAWN BY: RC
DATE: 01116/14
SHEET:
C4.1

- -. -4" - -- - -
- -- - -
Q 3.}�K
- _ 9.42±
a I c�J
kl X9.593 -
1 r r
r n
S TA. 14 0
r t i 241 L
60" HDPE 10 +00.00 (E-E ) 2
+00.00 SHEET C9 -1 ) CON STCT00 -) SEE
EXISTING z
°
f p°
TOP OF BANK ° 873t ROADSIDE DITC P
9.21 t J II n [} "{ D��}r H LUG / r
)I�}S' 0 (FUTURE} r�
LEGEND
F'Re P95EB SPILLWAY w
(PYRAMAT TURF z
= i2. 1 REINFORCEMENT) c z
o a
PR@PASEB DITCH CROSSING z
(# 57 STONE)
F!$t PRePE8EBRIP RAP
=i { 5" - 12" CLASS B )
_ POS€E) TOP OF BERM
M1 y
z• ' � v ° a � G+ cv ' ��e ° 4 o p 1 �,/ / � ' ; / r r , ' I � a q o a 1 a p C I q q 7 4 -�� p V
fr / P ROP®SEB8' ROCK PA
D
O fl 0 a L (LARGE SIZE MINE REJECTS) �tj ✓ / `ti'
L/ o V "'m, j / r
p C0 U �' TioPvaEE) DUTCH FILL
'D PIPE CROSSING DETAIL 9.57t e1
Q 0 '
v (SEE SHEET C9.1) / rl . - fR8PA5EB FLOW ARROW
/ / } ! I� v f l� ° ° a ✓ r T r 4 100"
4 9.113 i j � ^ / ROADSIDE DITCH PLUG
8.78t
' PR6R65EEi SLOPE ARROW
. h. � I r / uuu ___ o ° ,� 'flat ❑ a G" ,4 Y /r / $ '� ti
° � �° /g�")/ o p W v � � �4'� � s Q o � yr , a o � �R�sE�
s p r it j v p U �a o �y a eJ 1 q r r r` MAJOR PLUG
a 4 f ✓ /, Io/�] a (��]v r{} �a 9 -73t k(r r' $.25# (LENGTH -100')
'Ic� f? f3 O Ud D Q 9 e o n°
n / {p L
q e n p\ d l/ .9
P 9 1l r PRE)P'6SEB MINOR PLUG
r p II FILL EXISTIlIG.I)ITCH i LY
\
(LENGTH =50 ) 8.713 TO MATCH EXISTING 9275 j a b tiGRADES ON EACH S{� fR6PFSEBPIP
E AND
o OF 50' GRADIN o o a
�� D 4 {FUTURE] ♦ Q RIPRAP
f O
S a
i (V
EXISTING DITCH
-TO MATCH EXISTING t7 a 4� 1 d is V u q 40 1
y�.70�t /r i rr f/ r . t � lr r r
F{ 9dJ .7 3± 'd
�
PRE-CONSTRUCTION PILL C aSURVEY SPOT ELEVATION GRADES ON EACH SIDE ' f
LS OF 50GRADING LIMIT / LO PRE- CONSTRUCTION LIQAR
(FUTURE) 8.37± A 1 9 ELEVATION 8.49t Q m p d �
0 l a 0 0 PRE- CONSTRUCTION SPOT
o 12.50 EL €NATION O
r G 12.40 AS - BUILT SPOT GRADES
r {j m if Q ❑(y ° O 9.$33 9.77 ±
O (� A °c D (?i NOTE;
Q� q ( // f fl a 4 0 a d a o a poll O e ° {I THIS LEGEND SUPERCEDES LEGEND UN
9 '`. '8 -63t r ^ r ° v Q D p C' v ,. C1.2 WHEN CONFLICTING.
8.771 fl s o o D 50' EARTHWORK LIMITS
W (Fo o o o o o ()o o
50' EARTHWORK LIMITS r U Q L P d
(FUTURE) p Q 85 9.2 9 -18 a +
,
/ a
Jam[ 0 1fTi �1 8 48t l r' r
�d
8.60±
A '% (1
' S o o
SV� R Aft (SEE STREAM PLANS) p G C
9.35±
R SHEET 51,5 / ° q
� 8.283
r
(Y;, C M a � a < 10� q 11 >�
STREAM
ALIGNMENT
M
J
rr
Sr�A�p o n
SHF E4 Zry`(ry Q { 1 .l 9.6 r Mp I KEY MAP
r Q I Ru r r l, 9.751 R RU
S7S Wsj'- G tptssl , jQ5. 19-
SA S gLq'VSJ'.�UtiT
p a so 100 150
l SCALE IN FEET
IN'E - See Sheet 04.41 ;r
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
9 -000
13.000
10.500
11 -ODD
16100
8.500
10 -OW
.
J
rr
Sr�A�p o n
SHF E4 Zry`(ry Q { 1 .l 9.6 r Mp I KEY MAP
r Q I Ru r r l, 9.751 R RU
S7S Wsj'- G tptssl , jQ5. 19-
SA S gLq'VSJ'.�UtiT
p a so 100 150
l SCALE IN FEET
IN'E - See Sheet 04.41 ;r
AS -B U I LTS
L
e�
s
2 E€�LL i
F
IC
r �
M
o p
Q
w
M
N
f6
� J
J CL
Q
x Z
LL
O V
PZ rta: 1002
DRAWN gv- RC
DATE. 01116114
SHEET:
04.53
Minimum Elevation
Minimum Elevation
Maximum Elevubw
Color
10100
70 -500
13.000
10.500
11 -ODD
16100
11.000
11 -500
■
AS -B U I LTS
L
e�
s
2 E€�LL i
F
IC
r �
M
o p
Q
w
M
N
f6
� J
J CL
Q
x Z
LL
O V
PZ rta: 1002
DRAWN gv- RC
DATE. 01116114
SHEET:
04.53
Minimum Elevation
Maximum Elevation
Color
11.500
93.000
13.000
16 -000
■
16100
25.900
AS -B U I LTS
L
e�
s
2 E€�LL i
F
IC
r �
M
o p
Q
w
M
N
f6
� J
J CL
Q
x Z
LL
O V
PZ rta: 1002
DRAWN gv- RC
DATE. 01116114
SHEET:
04.53

C1
PLUG EL = 11.01
6 9 m a °i 1 97# �� -` 8.42#._
n
CONSTRUCT
ROADSIDE DITCH PLUG /•/ r /I a �� ".041 ��] ,. + ���v�^ - ✓� �7 1� - g9 33
0 0 [FUTURE] r�yy- v ,I / SMALL ROAD -/ 0pc> >
ALIGNMENT �� 0 a- 5 J i h t "i v o .}0 v /• 1
CONSTRUCT 100'
A.
ROi 6SIDE DITCH PLUG
1 G ^� Q 9.971 // / [FUTURE] �M rl
y
�. �. / 14.261 q i>
n O o O 0 O 0� [� O CF 09 0 v
\1 P r. ✓ /
`� Cr a 111111 19 .i a `
CJ
mI
a cb y a ;. 9.74±
4� y 4 q Ij 0a -0p O
��y� U � Q �-' �L7 Qp� ❑p V � z/ ❑�4, I"�,. V /, /�,`%
6p �// /� // Ja oP p a o 4 9 P "� a 9771.. f/
I� 6
DJ
a y
�q r
try'' U�1 j Cy 1{� FI f]41S GDI7 / ri f' //
LL1 i j 4
s l!7 v / } 9 s o n.
a C19 ° a � 10.02± / / .771 �' 6 � � 4 any ° 9 � � a o � �' -',TO MATCH EXTST� '
Og /[ /� ° �� ® U& 9 f?� 6 �"' GRADE SONEACHIDE
n
r1 p ` � �Oy F 50' G., R1 ADIN G LIMIT
F+ (FUITUR C, L EXISTING DITCH p
TO MATCH EXISTING 9312± -
,
/
.,
GRADES ON EACH SIDE / / , '� (;,} � pO � " V L V
° o�° c� ° OF 50' GRADING LIMIT // � r � n � � � ° 0
�, I (FUTURE]
' ✓? n UUU p g j�! $� 9.231 / f'ri 9i4 21 ° �n�a f3
O ,I' C' ` Cyr, A .° oO o 4> O 9. n• •� /
IVJ•.
zj
1I (( �i /
0 4 D a C`n D U',�I g a 4} ` W //� /7 g Q6 �O © a D F O I ITS ✓ it
9.76 +_ IQ p
/ F i P U
O O [�
° O O p Q r
S j
50
� EARTHWORK LIMITS. // fl a �° d
[FUTURE] 4�77
' � �� M"•}'`jjJ a 1] � J l� �/ / �� �+' � a V_ � ` � a ° � ° �. �?4 l� � !f �D ,y °C` ✓f
4a a 9.87+ / // / 9,05f
}. 9• O0 Q Oro 0. . q 4r / � / 0' ©
1 / VV /
1a.2a ±, f /
o
,: � 9 i 7
�R�R AcvU a 9.870 t $ �° �? quo d o o '
��. � � �. .� �
MA - e e 4 f p m �4
�►�. o cr l\ i� /•n 14 f f Y ° i _ �u ti nt `7 I
a Minimum Elevation
Maximum Elevation
Color
8 0.0D0
7.500
■
7.500
8.000
'
-- 8.000
6.500
t
AS -B U I LTS
10.481
XI Q
LEGEND
PRe PB5EB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
8.500
9.a0a
'
9.000
9 -500
■
9.500
10 -OW
.
AS -B U I LTS
10.481
XI Q
LEGEND
PRe PB5EB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
1x.000
10.500
'
10.500
17.000
.
71.00D
17.500
■
AS -B U I LTS
10.481
XI Q
LEGEND
PRe PB5EB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
11.500
13.DD0
'
13.000
18.080
.
18.000
25.D00
KEY MAP
AS -B U I LTS
10.481
XI Q
LEGEND
PRe PB5EB SPILLWAY
N
w
(PYRAMAT TURF
w z
REINFORCEMENT)
w orz
'
ui
o m
PReP95EBDITCH CROSSING
z
(# 57 STONE)
7 PRePE8EB RIP RAP
( 5" - 12" CLASS B )
�l.
4
l
_ POS€t3 TOP OF BERM
PROP SEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
) DITCH FILL
PRC
AE BFLOW ARROW
PRePBSEB SLOPE ARROW
PRBPGSEB
MOW MAJOR PLUG
(LENGTH =100')
PRBPBSEB MINOR PLUG
(LENGTH = 50')
PR6Pe8EB PIPE AND
RIPRAP
+�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
,,N PRE CONSTRUCTION LIDAR
O ELEVATION
312.5® PRE - CONSTRUCTION SPOT
ELEVATION
12.40 AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
' �TR[AR7 ALIGNM[NT
- - - - PROJECT BOUNDARY
:14 rs
DENOTES THIS SHEET
ra 1a
-
PHASE v
0 ro rr
'
7
_ PHASE 3
KEY MAP
SCALE IN FEET
is e�
a� m
rya'`
E� -a
5a��wi a
e
r,
IN
z
o^r
a
D
U
¢©
Q
W
M
(f)
L
� J
cq
LL
t� 0
2
r
PRa- 1002
mAUw18r RC
-TE: 01116/14
SHEET:
C4.54

s
� D f
T- 100'
/ROADSIDE DITCH PLUG
SHNSTRSE3 100'
- -,PLUG EL 11 51- i ROADSIDE DITCH PLUG
��
— — t
}--­,5_ -
LEGEND
► H
F'R6PBSEB SPILLWAY w
(PYRAMAT TURF
REINFORCEMENT)
w orz
4 , o °
So
° PRePBSEB DITCH CROSSING
(# 57 STONE)
G; PRBP88E9 RIP RAP
R DSJL { 5" - 12" CLASS B ]
`- _TOP OF BERM
/'D PROPOSEB 87 ROCK PAD
( LARGE SIZE MINE REJECTS)
, s� /r /! / -PR6PASff3 -DITCH FILL
[ ° op � Q r i/ � / f f 6/ ! / i • ,d -
0 ��— � $6£f3y• n_
h —
RFLOW ARROW
10-204-
UCT 1@ fRBP9SE9 SLOP E ARROW •k -_ 40#- � o
0 ?9 i3t— 0 (� 0
7# *1042±_ I? � t 0v CONSTR a
a BROADSIDE DITCH PLLj ?0.7# G
.544- MAJOR (LENGTH 100-
0
' FUTURE) d CONSTRUCT 100' ]
ROADSIDE DITCH PLUG )o I. i /f
'c� 4 p� Q 9 !/ / .(FUTURE)
<J v a p T4.97± / a a r r� PRE)P6SEB MINOR PLUG
° yr //; 6 (LENGTH =50 ")
yD
° °y ^
�ry t° F q anal �`R / i i tie
�s FILL XIS,TIN° G DITCH //` + � ° C° RepeSEB PIPE AND
4 ° A
10% MATCH EXISTING U o eD � - ffGii� y CJ P 4 � � Up � a �` 11.441 i / RIPRAP
4 1111 }} HADES ON EACH SIDE j) v �/X / �}� D l� 0 G7a ✓ j v� f ` 10.21* 4
O 9 fir' f �PRE-CONSTRUCTION GRAQING LIMIT SURVEY SPOT ELEVATION ( D 1
o `S
y ` 45 i # a a � p r ING DITCH
{ y4 PRE - CONSTRUCTION LIDAR D ° .1 FILL EXIST
1 ® ELEVATION
P CH EXISTING
° ES ON EACH SIDS ° PRE - CONSTRUCTION SPOT
' OF 50 GRADING LIMIT ✓ 1
° � X1250
V 6
t
o q�
n
Minimum Efe"lion Maximum FlevBbon Color
0 -ow 7,500 ■
7..500 9.000 ■
B.DOd 8.500 ■
J i CS Q� ELEVATION
❑ 4 Lr7 _ { (FUTURE) 10.79t' i /! ' {
/ y G a a n ❑ Ol q �7y i 12.fl0 AS - BUILT SPgT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
J C1 �I1 � it
✓° / o o DO !i flog p 0 a yD0 Gd a� ( {iSU f^� /? yflg� ` C1.2 WHEN CONFLICTING-
0 n
y2l Oj q Q° D J ° C� b ' / °
1 ✓ 0 ��(yj q 6
C o // e Q 7 I 0 �D � p d % V ry � `6J e a o v 0i.r / v /,I
°E7tFi(FUTUURE]IIMITS / A 11 C� na yyL> (�Y (� \f aL3 4 ��Q Cpi� q p7 C3 OS r //f 1�J.61#
G/ Y >• l/
f'/ ,r)`V -Jp n 4 �.
10.::84+ ' //� * o a q ° ° v [I �/� 0' EAF THWO IC' LIMBS r
q 6 a (}j} j ° 1 fF4lTU ♦ 1 . /% p�
Clo1D c ° L�( O�%3 pL/Ci �9 4�U i�. �/t n
// / ❑ n Q D 4 p 0 1.78 1 / 14393
o 6 iD .
O ,' / / // "
o
p
n 10.575 f i/ /fir,: 10 �6 r fff]jj 0�I C o D}
V c-0 }} 'h Ob 40 / / I ! 4'h rS I 5 it PHASE
t a J
P � � 0� q q � � / �� J /.., i � 7 PNASE3
�j � � J`•] y� a� � I � `a.
0.641' /
X; KEY MAP
LID o{I oQ 0 0`l`ll}Cid p aQ 4 r. y //
✓ /� „� a so 100 150
p� I� m° N FEET
SCALE
-&Tc IN �j S �S s� I
Minimum Elevation
Maximum Elevation
Color
8.500
9.00Q
■
9.000
9 -5DQ
■
8.500
10.000
■
J i CS Q� ELEVATION
❑ 4 Lr7 _ { (FUTURE) 10.79t' i /! ' {
/ y G a a n ❑ Ol q �7y i 12.fl0 AS - BUILT SPgT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
J C1 �I1 � it
✓° / o o DO !i flog p 0 a yD0 Gd a� ( {iSU f^� /? yflg� ` C1.2 WHEN CONFLICTING-
0 n
y2l Oj q Q° D J ° C� b ' / °
1 ✓ 0 ��(yj q 6
C o // e Q 7 I 0 �D � p d % V ry � `6J e a o v 0i.r / v /,I
°E7tFi(FUTUURE]IIMITS / A 11 C� na yyL> (�Y (� \f aL3 4 ��Q Cpi� q p7 C3 OS r //f 1�J.61#
G/ Y >• l/
f'/ ,r)`V -Jp n 4 �.
10.::84+ ' //� * o a q ° ° v [I �/� 0' EAF THWO IC' LIMBS r
q 6 a (}j} j ° 1 fF4lTU ♦ 1 . /% p�
Clo1D c ° L�( O�%3 pL/Ci �9 4�U i�. �/t n
// / ❑ n Q D 4 p 0 1.78 1 / 14393
o 6 iD .
O ,' / / // "
o
p
n 10.575 f i/ /fir,: 10 �6 r fff]jj 0�I C o D}
V c-0 }} 'h Ob 40 / / I ! 4'h rS I 5 it PHASE
t a J
P � � 0� q q � � / �� J /.., i � 7 PNASE3
�j � � J`•] y� a� � I � `a.
0.641' /
X; KEY MAP
LID o{I oQ 0 0`l`ll}Cid p aQ 4 r. y //
✓ /� „� a so 100 150
p� I� m° N FEET
SCALE
-&Tc IN �j S �S s� I
is e�
ti� m
HAS
Mimi
2AEA ale
5; E ; - a
a�
A
t� G
I� f
R
C
� � J
4I
z O
M
a
z
O
U
O
LL
{u
0)
M
IL
cn
Z
to J
LL O
� O
x
H
x_
P-- -: 1002
DAWN BY: RC
DATE: 01/16114
SHEET:
X4.55
Minimum Elavatiarl
Maximum Elevation
Cider
10.000
10.500
■
10.500
11.DDD
■
71.000
17.5i/0
■
is e�
ti� m
HAS
Mimi
2AEA ale
5; E ; - a
a�
A
t� G
I� f
R
C
� � J
4I
z O
M
a
z
O
U
O
LL
{u
0)
M
IL
cn
Z
to J
LL O
� O
x
H
x_
P-- -: 1002
DAWN BY: RC
DATE: 01/16114
SHEET:
X4.55
Minimum Elevation
Maximum Elevation
Color
F1.500
93.000
■
f3.OdD
98.086
■
SB.OW
25.000
is e�
ti� m
HAS
Mimi
2AEA ale
5; E ; - a
a�
A
t� G
I� f
R
C
� � J
4I
z O
M
a
z
O
U
O
LL
{u
0)
M
IL
cn
Z
to J
LL O
� O
x
H
x_
P-- -: 1002
DAWN BY: RC
DATE: 01/16114
SHEET:
X4.55

(j LEGEND
FR8P85EB SPILLWAY
(PYRAMAT TURF
I r v ❑
a I 7 REINFORCEMENT)
` o PReP85EB DITCH CROSSING
{# 57 STONE}
1 p k 4y o� ° LU PReP88EBRIP RAP
R $[d I L ©hU I' d_ Q.h Dc 2)h 5" 12" CLASS B)
91— 4
oh • — -v �Y n Gil ' 0 _ STOP OF BERM
i' ` ^ ROPeSEB F' ROCK PAD
r
'' P OS i� D ° l� (LARGE SIZE MINE REJECTS
{ A SMALL ROAD 4M v ( )
ALIGNME
�s li EXISTING ROAPSID o
� ' c 1 tl I o $ ` ��y y EL - 1= {V s � '� �- [ T0:52Q tv ` _ J . � �_ p _ q l., �i Q c.f ' c'S 1 a §— .F-9•3 - r , h-- ` - _ - - - —_. _ -- _ - -._ ` _J . -- . `�` r - 1Q 0 :473- Y r r i r/ r _ r -- -- � - - - r f . = 1 - 3'$m t r /r ' J'' , ( ✓ ! 1 � r "
,J 0 ! 4
L
o
r r- - "DITCH FILL {g O
T1 $ ld PLUG Ei c m I FLOW ARROW
A fR8P95E#3 SLOPE ARROW
C O
PREIPGSEB
cc OADSIDE
044--oZ. &4 6 c (LENGTH = 10
0
')
R ©� % DITCH ° U) MAJOR PLUG
.g7tTING R
! "r t� © 1 6 'O x11.60+ J fR8P85E8 MINOR PLUG
E 12.8# v 1258 (LENGTH = 59) i �
CONSTRUCT 100 111.fl83 ' ' 0 � = ase
XP043� p
0 O d
r 12.07s � x `r ✓ / r U f
V y) q a q
5 fRepeS
EB PIPE AND D 0 a ROADSIDE DITCH PLUG
L RIPRAP o
y
ah o ��� �
d Qv PRE - CONSTRUCTION
p 0 Jet b o t
_ C)• V rV �kfV j a o p O �1 1� �° q } p �, o / / ' � r/ rr r i' r r P A• L� D �Cvl � ° ac o� V
1� 1haQ .
0
SURVEY SP
OT ELEVATION
51 LEY nY 11.331 10 0 ? PRE- CONSTRUCTION LIDAR 10.58± i
c P ELEVATION
Q p
9, FILL PRE- CONSTRUCTION SPOT J
TO MATCH EXISTING
Q 1 i o' y X12.5®
GRADES ON EACH SIDE ELEVATION ry
( CJ VC b OF 50' GRADING LIMIT �i fr TO MATCH EXISTING r> r/ r 0� b Q °� D o ° ,
r s,• 12.00 AS -BUILT SPOT GRADES
(FUTURE) -yam/ r� GRADES ON EACH SfOE r r' rr �' ph o < ® � F
OF 50' GRADING LIMIT r� r EXISTING DITCH QhO NOTE:
Q hot a it 'J r r FUTURE r r 11.04 E o J1 �J h
o Q O ho1U'41# , rr � 10.71± ( } r ^r p v o o� o i LLt THIS LEGEND SUPERCEDES LEGEND ON
U7 C1.2 WHEN CONFLICTING.
r y 11.50#
r .
�� v pA C� C, 50' EARTHWORK LIMITS
v 0 �• d/?
FUTURE r t i a3 ,x` ax
h� 11.33± b a e tiff, se ,ro ,o„
0 Q d t Ly o f�j t r a a n h� r' r n ho° as sc ei
a �Cy G @Q a p fl a 0 „ti6 0:7# r1 ref 11 -131 0 [} l 7 11,281
o (j
ARTHWORR LIMITS f ! r Q r> / rr / Jo
q ] ° a (FUTURE} r r ro hhti
P r� i7
a T
he{cT�Frr 10.791
1S TIN dIT H sm[na [,Gu a[eT
4. O V 6 ,,./�� Cl .yn.� / ! D p 4 C /. ,,
'� //��,,1 • `_'ti -� tl `ri 0 4 1 (� Q a O _ {J d ti > �i } '.. �r J r,�l 9 /� A < ;A r r / . O 6 j 0 4) -
. V - 1j' i/ 11 �° VV % J >� `E 11.58f ° 1 a ® ,�J� 4 �r — — PROJECT80UND4RY
D ° h TD,59t. r r (l n t� Q T i Q' 1j ,ri 0 G° a 39 DENO TES THIS SNr F:
o r// r 14.75# V 4 r L -0 i 4
"ry o 0 6 S 0 °v "s Q9 f�l- p p v `� c a _ tf �5
CJ C] 11 /r 6 fS O 10 11 PHASE 1
(� d
°s [ `—, V a si ° p .I r ..1 U o r r„ /•, ^� PHASE3
a (f J I 3.
10.97± I .
9 a o U Q o �i r M1,• r ® rj o r h t
KEY MAP
r�I CONSTRUCT 50' a
y fl •,�• Q �,'
10,861 r I �l QPIELD DITCH PLUG ' f �l
UTURE} -r ! �' P a so soo so
SCALE IN FEET
9 Me Sheet'.44, 1 -
a Minimum Elevation
Maximum Elevation
Color
$ 0-ow
7.500
■
7.500
8.000
-- 8.000
6.500
t
AS -B U I LTS
yN
a
H prz
c> w
Q � a
is e�
m
EF_d
v�
r 1-11
L �
z
C
o p
¢©
Q
w
M
N
(1)
� J
J CL
Q9
_� Q V
Z
LL
�0
PRa-N�.: 1002
ORAYYN 8r: RC
-TE: 01116/14
SHEET:
q 4.56
Minimum Elevation
Maximum Elevation
Color
8.500
a.00O
9.000
9 -500
■
8.500
10-OW
.
AS -B U I LTS
yN
a
H prz
c> w
Q � a
is e�
m
EF_d
v�
r 1-11
L �
z
C
o p
¢©
Q
w
M
N
(1)
� J
J CL
Q9
_� Q V
Z
LL
�0
PRa-N�.: 1002
ORAYYN 8r: RC
-TE: 01116/14
SHEET:
q 4.56
Minimum Elevation
Maximum Elevation
Culnr
10.000
ao.snO
10.500
17.000
■
71.000
17.500
■
AS -B U I LTS
yN
a
H prz
c> w
Q � a
is e�
m
EF_d
v�
r 1-11
L �
z
C
o p
¢©
Q
w
M
N
(1)
� J
J CL
Q9
_� Q V
Z
LL
�0
PRa-N�.: 1002
ORAYYN 8r: RC
-TE: 01116/14
SHEET:
q 4.56
Minimum Elevation
Maximum Elevation
Color
11.500
9:,--
13.000
18.000
■
18.000
25.000
AS -B U I LTS
yN
a
H prz
c> w
Q � a
is e�
m
EF_d
v�
r 1-11
L �
z
C
o p
¢©
Q
w
M
N
(1)
� J
J CL
Q9
_� Q V
Z
LL
�0
PRa-N�.: 1002
ORAYYN 8r: RC
-TE: 01116/14
SHEET:
q 4.56

CAN I IIY * l ! I r7--\,
n
1!101
a Cl /'z Q�� 1 I {./`�J,p � p Q o• r� �.... Q o
0
C 3
C L`��� a
a
'(?,EXISTING DITCH TOP 0
D n
`= EXISTING DITCH
i $6j Ji oC-
0, of o I iP
0
_ . ++ Y cLc
� /h EXIS�td G
cl) � � ' NORTF ( PROPER
J - oo < a - ' '11LIG
LU
+
(Y
N
4' +
o.
I 0
.9@
P OF BANK
7.50
Q'
s A�
a°
I �
\_EXISTN46
GRARE 41
�T s
r
I
n
`q0
A
r _
U a i i BBER� b
a 0 O e U 0a -
NORTH PROPERTY LINE f.1z PIPE CROSSING DETAIL
} y
`~J , .- ALIGNMENT (SEE SHEET C9.1)
TF i % STA, 15 +50
c7.6 L/ LL �2- 18^ HDPE
0`� (SEE SHEETC91j
kIALL RD
o //I
� •per 2
V `
i1
J
1
0
r
r � f•:
AS —B U I LTS
. LEGEND
ew PR+9PE)SEB SPILLWAY k
(PYRAMAT TURF
of REINFORCEMENT) W c z
a 1 m p i a
�r # ReP85EB DITCH CROSSING i
(# 57 STONE) oq
w PRBPE8EB RIP RAP
(5" - 12" CLASS B)
_ PROPOSEB TOP OF BERM
PROP1 SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRISPOSEE) DITCH FILL
i
..�P86EBFLOW ARROW
0~ PReP95E$ SLOP EARROW
�R -Pe5E_
MAJOR PLUG
=Ed (LENGTH = '100')
-PR9P85E8 MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
t�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
�? PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPDT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
GTREAM ALIGNMENT
Minimum Elevation
Minimum Elevation
Maximum Elevation
CWor
8.500
9.00
43.00
8.000
9.500
E
8.500
1tl.00
.
AS —B U I LTS
. LEGEND
ew PR+9PE)SEB SPILLWAY k
(PYRAMAT TURF
of REINFORCEMENT) W c z
a 1 m p i a
�r # ReP85EB DITCH CROSSING i
(# 57 STONE) oq
w PRBPE8EB RIP RAP
(5" - 12" CLASS B)
_ PROPOSEB TOP OF BERM
PROP1 SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRISPOSEE) DITCH FILL
i
..�P86EBFLOW ARROW
0~ PReP95E$ SLOP EARROW
�R -Pe5E_
MAJOR PLUG
=Ed (LENGTH = '100')
-PR9P85E8 MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
t�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
�? PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPDT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
GTREAM ALIGNMENT
Minimum Elevation
Minimum Elevation
Maximum Elevation
tutor
sn.tltltl
atl.5oo
43.00
70.550
17.500
18.00
71.00
17.500
■
AS —B U I LTS
. LEGEND
ew PR+9PE)SEB SPILLWAY k
(PYRAMAT TURF
of REINFORCEMENT) W c z
a 1 m p i a
�r # ReP85EB DITCH CROSSING i
(# 57 STONE) oq
w PRBPE8EB RIP RAP
(5" - 12" CLASS B)
_ PROPOSEB TOP OF BERM
PROP1 SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRISPOSEE) DITCH FILL
i
..�P86EBFLOW ARROW
0~ PReP95E$ SLOP EARROW
�R -Pe5E_
MAJOR PLUG
=Ed (LENGTH = '100')
-PR9P85E8 MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
t�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
�? PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPDT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
GTREAM ALIGNMENT
Minimum Elevation
Maximum Elevation
CWor
41.50
13.00
ai7
43.00
16 -000
■
18.00
25.00
AS —B U I LTS
. LEGEND
ew PR+9PE)SEB SPILLWAY k
(PYRAMAT TURF
of REINFORCEMENT) W c z
a 1 m p i a
�r # ReP85EB DITCH CROSSING i
(# 57 STONE) oq
w PRBPE8EB RIP RAP
(5" - 12" CLASS B)
_ PROPOSEB TOP OF BERM
PROP1 SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRISPOSEE) DITCH FILL
i
..�P86EBFLOW ARROW
0~ PReP95E$ SLOP EARROW
�R -Pe5E_
MAJOR PLUG
=Ed (LENGTH = '100')
-PR9P85E8 MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
t�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
�? PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPDT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
GTREAM ALIGNMENT
PROJE'OT SOfIMDARY
ai7
O
DENOTES THIS SHEET
.
PHASE 7
KEY MAP
0 50 r°0 r5p
SCALE IN FEET
ao ��
a a6
49 W
e
�
AE -q l
ai€�wi z
u.
�L
r �
M
M1 �
M
m z
a
M O
d
z
¢0
0
Lill
m
f1]
a Z
i Q
� J
J
CL
n
0 V
y a: Z
7C3 7
4
� V
PROJ, NO.: 1002
tRAWNBY RC
DATE: 01M6114
16114
SHEET
Cd C�
T.6V

t
s
t
i
i
See
' a CA �
f IL
0 0
FSERkfC�r � I -
I FIELD BITCH PLUG
¢� QI'
L_ _ •�•-
�S
EXISTING DITCH
(PARTIALLY FILLED) ~
c
g q,
ty CJ \� J •.
P !
r d�
1
ppI
I
Minimum Elevation
I Maximum Elevation
I Color
0Aa0
7.564
■
7.500
8.040
■
8.600
6.500
■
I
r.
LEGEND
j; ~ �RBPE)SEB SPILLWAY w F
(PYRAMAT TURF
REINFORCEMENT)
r
i I:, o •, a ' j� f'R91'BSE$OETCH CROSSING z
57 STONE)
C4.70 0 ,A
f � PRBP65EB RIP RAP
ll 1 t - r
t r —. ; r I ,,err -*r a t i " -- - -- t 5' 12" CLASS 8 ] is
—�hr.
µ t
' _ I PRBPBSEi}TOP OF BERM
�;-, \'o
b ! P b 0 PRBPB5EB 8" ROCK PAD
( LARGE SIZE MINE REIECTS ]
a s i �� ! fRBP65EEDITCH FILL
PREWEISEB FLOW ARROW
b` °� a# b` °6 ®`a� b` °� PRE)P85EB SLOPE ARROW
tS, ,
I F
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
r G t PR9P6S€MINORPLUG
°h p (LENGTH = 50')
G♦ ' IAI, Cis f 0
I I IV( m P%PeGEE PIPE AND
IF RIPRAP
P _r _ • $5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
V
` PRE- CONSTRUCTION LIDAR
'Y NCI ea ELEVATION
P e 't X125I1 PRE - CONSTRUCTION SPOT
•• 0 ELEVATION
P P t (12.60 AS - BUILT SPOT GRADES Q
a NOTE: ¢ Z
P P EXISTING DITCH c ! O) O Y
p (PARTIALLY 1 1LLEQj, _ THIS LEGEND SUPERCEDES LEGEND ON Q IV
a \fly C1.2 WHEN CONFLICTING.
++
0 *., w
P J 1 p FS. m
� —
u
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
9.804
13.000
9.000
8.904
■
8.500
10-OW
.
I
r.
LEGEND
j; ~ �RBPE)SEB SPILLWAY w F
(PYRAMAT TURF
REINFORCEMENT)
r
i I:, o •, a ' j� f'R91'BSE$OETCH CROSSING z
57 STONE)
C4.70 0 ,A
f � PRBP65EB RIP RAP
ll 1 t - r
t r —. ; r I ,,err -*r a t i " -- - -- t 5' 12" CLASS 8 ] is
—�hr.
µ t
' _ I PRBPBSEi}TOP OF BERM
�;-, \'o
b ! P b 0 PRBPB5EB 8" ROCK PAD
( LARGE SIZE MINE REIECTS ]
a s i �� ! fRBP65EEDITCH FILL
PREWEISEB FLOW ARROW
b` °� a# b` °6 ®`a� b` °� PRE)P85EB SLOPE ARROW
tS, ,
I F
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
r G t PR9P6S€MINORPLUG
°h p (LENGTH = 50')
G♦ ' IAI, Cis f 0
I I IV( m P%PeGEE PIPE AND
IF RIPRAP
P _r _ • $5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
V
` PRE- CONSTRUCTION LIDAR
'Y NCI ea ELEVATION
P e 't X125I1 PRE - CONSTRUCTION SPOT
•• 0 ELEVATION
P P t (12.60 AS - BUILT SPOT GRADES Q
a NOTE: ¢ Z
P P EXISTING DITCH c ! O) O Y
p (PARTIALLY 1 1LLEQj, _ THIS LEGEND SUPERCEDES LEGEND ON Q IV
a \fly C1.2 WHEN CONFLICTING.
++
0 *., w
P J 1 p FS. m
� —
u
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
1010a
10 -SD0
13.000
10.900
11 -000
18.000
11.000
11.5110
■
I
r.
LEGEND
j; ~ �RBPE)SEB SPILLWAY w F
(PYRAMAT TURF
REINFORCEMENT)
r
i I:, o •, a ' j� f'R91'BSE$OETCH CROSSING z
57 STONE)
C4.70 0 ,A
f � PRBP65EB RIP RAP
ll 1 t - r
t r —. ; r I ,,err -*r a t i " -- - -- t 5' 12" CLASS 8 ] is
—�hr.
µ t
' _ I PRBPBSEi}TOP OF BERM
�;-, \'o
b ! P b 0 PRBPB5EB 8" ROCK PAD
( LARGE SIZE MINE REIECTS ]
a s i �� ! fRBP65EEDITCH FILL
PREWEISEB FLOW ARROW
b` °� a# b` °6 ®`a� b` °� PRE)P85EB SLOPE ARROW
tS, ,
I F
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
r G t PR9P6S€MINORPLUG
°h p (LENGTH = 50')
G♦ ' IAI, Cis f 0
I I IV( m P%PeGEE PIPE AND
IF RIPRAP
P _r _ • $5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
V
` PRE- CONSTRUCTION LIDAR
'Y NCI ea ELEVATION
P e 't X125I1 PRE - CONSTRUCTION SPOT
•• 0 ELEVATION
P P t (12.60 AS - BUILT SPOT GRADES Q
a NOTE: ¢ Z
P P EXISTING DITCH c ! O) O Y
p (PARTIALLY 1 1LLEQj, _ THIS LEGEND SUPERCEDES LEGEND ON Q IV
a \fly C1.2 WHEN CONFLICTING.
++
0 *., w
P J 1 p FS. m
AS- GUILTS
14 -
-,. q)o
t� \
L
Fj
sTa[AU xL. iGr:r,�[Nr
? 28
� —
u
Minimum Elevation
Maximum Elevation
Color
11.500
13.000
1D,
13.000
18.000
■
18.000
25.000
AS- GUILTS
14 -
-,. q)o
t� \
L
Fj
sTa[AU xL. iGr:r,�[Nr
? 28
� —
u
PROJECT BCLlNOARY
21
14. O
!DENOTES THIS SHEET
14
PHASE1
1D,
s 6 _.
PHASE3
KEY MAP
0 50 146 150
SCALE IN FEET
CL
Z
� Q
� J
J Q.
Z
LL
O
x
O0 V
PRDJ. NO.: 1002
BRAWN BY, RC
DATE 01116114
SHEET'
04.66

* A4,
w
r
�s
- Ir
r
i
1�
X11
I Oma
7I
A,
17
0
II,
PI
I'
I
o
I�
P�
P
PIS ►�
Minimum Elevation
I Maximum Elevation
3
Minimum Elevation
0-wo
7.500
r 7.500
8.000
8.000
8.500
i!
18.000
FIELD DITCH PLUG 4
k
tiu
r
.P
IIP I
• fi �4I
_ PR6P95E9
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
7,7
I,
9.000
11.000
18.000
8.500
11.500
■
FIELD DITCH PLUG 4
k
tiu
r
.P
IIP I
• fi �4I
_ PR6P95E9
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
10100
10 -SD0
I,
10.500
11.000
18.000
11.000
11.500
■
FIELD DITCH PLUG 4
k
tiu
r
.P
IIP I
• fi �4I
r
1 '
a
.a
�• II
A5- BUILTS
j •-
t LEGEND
_ PR6P95E9
Minimum Elevation
Maximum Elevation
Color
11.500
93.000
lU7
13.000
18.000
■
18.000
25.000
PRE)P65EF)
r
1 '
a
.a
�• II
A5- BUILTS
j •-
t LEGEND
_ PR6P95E9
+ f'RE)POSEB SPILLWAY
w
DPRBP9SEB
(PYRAMAT TURF
( LARGE SIZE
REINFORCEMENT)
prz
r / PR6P65EEDITCH
FILL
C) a
PRE)P65EF)
SLOPE ARROW
PRePBSEB DITCH CROSSING
z
(LENGTH = 100')
(# 57 STONE)
MINOR PLUG
r
PR6P95EE) RIP RAP
( S" - 12" CLASS B )
_ PR6P95E9
TOP OF BERM
DPRBP9SEB
8" ROCK PAD
( LARGE SIZE
MINE REJECTS)
r / PR6P65EEDITCH
FILL
PkeFIBSEB FLOW ARROW
PRE)P65EF)
SLOPE ARROW
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
- PR6P65EB
MINOR PLUG
(LENGTH = 50')
P%P9SSEEfPIPE AND
Kk RIPRAP
{b PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT z
ELEVATION
12.40 AS - BUILT SPOT GRADES Q
NOTE: ¢ z L)
J 0
THIS LEGEND SUPERCEDES LEGEND ON 4
LL
C1.2 WHEN CONFLICTING.
w
ED
n�
Vl
r
L
� J
__J
LL
KEY MAP (6 O Q
x
H
- 0 LJ
u7
0 so 100 150
SCALE IN FEET
PRDJ. ryo.: 1002
MAWN BV- RC
DATE: 01116114
SHEET'.
04.67

"� � �, � � i 1 I • ��� 1 ga , ._ ; J*
f'LEGEND
' p N • ► 1 � ent �+ _ RE)POSEB SPILLWAY y
I %
xv. (PYRAMAT TURF
6 REINFORCEMENT) FIELp DITL "H PLUG :i hs ■ �� �� r a $P95EE) DITCH CROSSING a i
�F ++ q (# 57 STONE) 0
'� J l► 4 t PRGP65EE) RIP RAP
.. 1 �R`
lot \:__ "►' �¢ _ r { 5,. _ 12° CLASS B
4 ' " 2 ' + , !. '' 4`. , R 1 ahQ' f WALL ROAD
CIO
PRBP95E9 TOP OF BERM
�4. } ►♦ w t\°ti Gh ALIGNMENT FZTING ROADSIDE
Owl �� < < �� 1 �., ' Sv I a DITC _ �E ROCK PAD
a I � "� ' � � �' � � ` 0 (LARGE SIZE MINE REJECTS)
AF
A ' a f. �' f j PLUG EL - 11 52 /R6P65EEDITCH FILL
a� PLUG EL = 11.22 / 44 -
y ► L E 4e6n`° -� �` - _,�• . FLOW ARROW
• t CH PLUG
©� 11 �� ' ��'� PRE)P8SEBSLOPEARROW
•
f r a PLUG EL = 10 93
- a h to
4�
1
s
- I -
9
r
4
I �
I -I �
1
�I
�0
a MAJOR PLUG
Q o 4 EXISTING ROAD (LENGTH = 100')
DITCH
► r . ' i ; r Ahoy ''� K' ` d f. 1 1 i P�j� o } � �> " PR6PE)SEB MINOR PLUG
(LENGTH = 50')
A a
, h.
Q c }j 1b 4 f 2OP PIPE AND
RIPRAP
p C7 I' .p?� �, IJ G [� �0 y d� a h PRE - CONSTRUCTION
11 SURVEY SPOT ELEVATION
0 P J
` I► - �! 40 ❑ � r', - V a�n PRE - CONSTRUCTION LIDAR
p � �o � �� � � � try � ELEVATION
.40 - Q
i J ►' I A6 6 1 0. 12 56 PRE - CONSTRUCTION SPOT M
pF } {�
4 l j Z} /V q s f 1 0 e a tic ELEVATION Q
► j . Ip p {� � L' qVJ a o 11.00 AS - BUILT SPOT GRADES Un Q
o r�o • K I i i. i'� t3 4 r� 0 1 O
i art i lllffl v
1 rs v`o p r NQl E. ¢ o �
a ►' i I n 4 THIS LEGEND SUPERCEDES LEGEND ON O LL
C1.2 WHEN CONFLICTING .
r� r� y *�-
�
SMALL ROAD
I I I `ALIGNMENT
0
1 t �!I Ile }r l 9a iJ
` �► ^� +p p I
EXISTING ROADSIDE
DITCH
J.
tio• �I� I I I � U c v ,� � �� o p � � i
Z.
{61413510 ���� I �0 a © 7' ,a [S p
Ct�
CL
Z
C Q
� J
J t1.
Z
-D < —
�I (4 0 LL
r DITCH I I j a r a s �, KEY MAP CL5 O Q
♦. f 4 4 0 1v P ��1p LY
�o� C! 19 A p d l , {rte
a i I aI a I(G 0°
,; M1 ° 50 tou , su
a �.V ,- SCALE IN FEET
Q' n 1 V ° 10 t n PRO.i. NO.: 1002
E
Minimum Elevation Maximum Elevation Cokw Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevstion Color
0.000 7.500 ■ 8.500 9:000 10.000 10.500 11.500 13.0130
r 7.500 8.000 ■ 9.000 9 -500 . 10.500 11.000 13.000 18.000 ■
Y $.1100 8.500 �'� 9.500 10.0013 . 11.000 11.51/0 ■ 16wo 25.000
AS- GUILTS
twAw" By RO
WE 011'16/14
SHEET
04.68
0h
E
j
4P
f
0116
1
�I
�0
a MAJOR PLUG
Q o 4 EXISTING ROAD (LENGTH = 100')
DITCH
► r . ' i ; r Ahoy ''� K' ` d f. 1 1 i P�j� o } � �> " PR6PE)SEB MINOR PLUG
(LENGTH = 50')
A a
, h.
Q c }j 1b 4 f 2OP PIPE AND
RIPRAP
p C7 I' .p?� �, IJ G [� �0 y d� a h PRE - CONSTRUCTION
11 SURVEY SPOT ELEVATION
0 P J
` I► - �! 40 ❑ � r', - V a�n PRE - CONSTRUCTION LIDAR
p � �o � �� � � � try � ELEVATION
.40 - Q
i J ►' I A6 6 1 0. 12 56 PRE - CONSTRUCTION SPOT M
pF } {�
4 l j Z} /V q s f 1 0 e a tic ELEVATION Q
► j . Ip p {� � L' qVJ a o 11.00 AS - BUILT SPOT GRADES Un Q
o r�o • K I i i. i'� t3 4 r� 0 1 O
i art i lllffl v
1 rs v`o p r NQl E. ¢ o �
a ►' i I n 4 THIS LEGEND SUPERCEDES LEGEND ON O LL
C1.2 WHEN CONFLICTING .
r� r� y *�-
�
SMALL ROAD
I I I `ALIGNMENT
0
1 t �!I Ile }r l 9a iJ
` �► ^� +p p I
EXISTING ROADSIDE
DITCH
J.
tio• �I� I I I � U c v ,� � �� o p � � i
Z.
{61413510 ���� I �0 a © 7' ,a [S p
Ct�
CL
Z
C Q
� J
J t1.
Z
-D < —
�I (4 0 LL
r DITCH I I j a r a s �, KEY MAP CL5 O Q
♦. f 4 4 0 1v P ��1p LY
�o� C! 19 A p d l , {rte
a i I aI a I(G 0°
,; M1 ° 50 tou , su
a �.V ,- SCALE IN FEET
Q' n 1 V ° 10 t n PRO.i. NO.: 1002
E
Minimum Elevation Maximum Elevation Cokw Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevstion Color
0.000 7.500 ■ 8.500 9:000 10.000 10.500 11.500 13.0130
r 7.500 8.000 ■ 9.000 9 -500 . 10.500 11.000 13.000 18.000 ■
Y $.1100 8.500 �'� 9.500 10.0013 . 11.000 11.51/0 ■ 16wo 25.000
AS- GUILTS
twAw" By RO
WE 011'16/14
SHEET
04.68

C]
Q-� o
CI d
R TH .
J
N °`—
—`r
- o
1 � L/• cv
C
c
7 J N
c _
G
NORTH PROPERTY L14E ��
ALIGNMRNT
EXISTING DITCH
IL
PHA T ns
EXISTING DITCH —�
3 EXISTING DITCH
LINE`.
ti ,+ \•$" Qf Q1a j, 136.
`� 2.00 "- Y�. � �• ! � � !�� ,iW _ � � " ° sw" , V�
` � o
o
4
• 7`
s
0
Q
U. NN -
N
• 0
a 0
g
�_PlRePe6E tpITCH
\..)BERM
�q l
;243' -. °wo l� E1r Q % tip
' C2,
*1
0
■ %.,E
AS - auILT @A7
Minimum Elevation Maximum Elevation Cdor Minimum Elevation Maximum Elevation Cdor
10.000 10 -500 11.500 13 -0130 lU7
10.500 17 -000 13.000 16 -000 ■
11.000 11 -500 ■ l6wo 25.000
WIF LEGEND
fREIPOSEB SPILLWAY k g
0 (PYRAMAT TURF
REINFORCEMENT) o z
• � P 10.
j fRePEI DITCH CROSSING a i
+ (# 57 STONE)
PREIPOSEE) RIP RAP
Iw O 11 - Q
'1 r
■ ;v � 54'
1 FIELD DITj L V,
All
r
1
(STING DITCH --
ARTIALLY FILLED)
r
AS- GUILTS
. (S" - 12" CLASS B)
Minimum Elevation
Maximum Elevation
Color
8.500
9:000
PR6P9SEB 8" ROCK PAD
9.000
9 -500
ff
9.500
10 -000
.
■ %.,E
AS - auILT @A7
Minimum Elevation Maximum Elevation Cdor Minimum Elevation Maximum Elevation Cdor
10.000 10 -500 11.500 13 -0130 lU7
10.500 17 -000 13.000 16 -000 ■
11.000 11 -500 ■ l6wo 25.000
WIF LEGEND
fREIPOSEB SPILLWAY k g
0 (PYRAMAT TURF
REINFORCEMENT) o z
• � P 10.
j fRePEI DITCH CROSSING a i
+ (# 57 STONE)
PREIPOSEE) RIP RAP
Iw O 11 - Q
'1 r
■ ;v � 54'
1 FIELD DITj L V,
All
r
1
(STING DITCH --
ARTIALLY FILLED)
r
AS- GUILTS
Ja (LENGTH = 50')
w PROP PIPE AND
RIPRAP
PRE - CONSTRUCTION
R� SURVEY SPOT ELEVATION
0
PRE - CONSTRUCTION LIDAR
ELEVATION
X1250 50 PRE - CONSTRUCTION SPOT M Y
ELEVATION —
� Q �
°.12.00 -� AS - BUILT SPOT GRADES Q
�1 C N{]TE: ¢ z F
�O
r THIS LEGEND SUPERCEDES LEGEND ON O
LL
C1.2 WHEN CONFLICTING. x
� m
:.,. �
i
D
UMAW, — _.
X I % I-
n
}1 is
13 1'
C6
U7
'C Z
C Q
� J
__j
LL
KEY MAP CL5 O Q
x
— 0 LJ
u7
o sa Iou Isu
SCALE IN FEET
PRG1. NO.: 1002
twAWN BY RC
N. Na, PATE DESCRIPTION DATE: 01116/74
SHEET'.
X4.69
_ I
. (S" - 12" CLASS B)
PR61P95ED TOP OF BERM
PR6P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PR6P65EEDITCH FILL
`
7
•
._ . - f'kePE)SEB FLOW ARROW
PRE)P65EB SLOPE ARROW
'r
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
i
,
PRBPOS€E) MINOR PLUG
Ja (LENGTH = 50')
w PROP PIPE AND
RIPRAP
PRE - CONSTRUCTION
R� SURVEY SPOT ELEVATION
0
PRE - CONSTRUCTION LIDAR
ELEVATION
X1250 50 PRE - CONSTRUCTION SPOT M Y
ELEVATION —
� Q �
°.12.00 -� AS - BUILT SPOT GRADES Q
�1 C N{]TE: ¢ z F
�O
r THIS LEGEND SUPERCEDES LEGEND ON O
LL
C1.2 WHEN CONFLICTING. x
� m
:.,. �
i
D
UMAW, — _.
X I % I-
n
}1 is
13 1'
C6
U7
'C Z
C Q
� J
__j
LL
KEY MAP CL5 O Q
x
— 0 LJ
u7
o sa Iou Isu
SCALE IN FEET
PRG1. NO.: 1002
twAWN BY RC
N. Na, PATE DESCRIPTION DATE: 01116/74
SHEET'.
X4.69
_ I

r
0
i
3
V I - MA, Cii`hj,NE` --
­See p .$0
I.
'lot 0
1' y y s
` EXISTING DITCH
r 1 + ,F. (PARTIALLY FILLED
161%,e ,'+
` 0 cr
s _ I
g• ,q� -' �° � �© ..' cad' y y �
4-EXISTING DITCH
(PARTIALLY FILLED)
010 If
lyy yy Ilk
! 0 0 t
� r
1
40"
o SQ,
D DITCH PLUG -� • ] +.
o II II D o 4 s
1 {k
w
Minimum ElavaSon
_
Maximum Elevation
Cdar
0,
9.000
c
s oo�
9-wo
SBA00
8.500
10.1100
.
Ir
r
0
i
3
V I - MA, Cii`hj,NE` --
­See p .$0
I.
'lot 0
1' y y s
` EXISTING DITCH
r 1 + ,F. (PARTIALLY FILLED
161%,e ,'+
` 0 cr
s _ I
g• ,q� -' �° � �© ..' cad' y y �
4-EXISTING DITCH
(PARTIALLY FILLED)
010 If
lyy yy Ilk
! 0 0 t
� r
1
40"
o SQ,
D DITCH PLUG -� • ] +.
o II II D o 4 s
1 {k
AS- GUILTS
�< LEGEND
PRE)POSEB SPILLWAY w
(PYRAMAT TURF
w REINFORGEMENT)
prz
a w
DPRePOSE•E+DITCH CROSSING z
(# 57 STONE)
f'RGP65€E)RIP RAP
5 - 12" CLASS B ]
PR6P65E9 TOP OF BERM
PRBP95EE}$" ROCK PAD
w ( LARGE SIZE MINE REJECTS)
/ PR6P65EEDITCH FILL
- . _== FLOW ARROW
I— PREW19SEF) SLOPE ARROW
MAJOR PLUG
,,,[=A , ­—, (LENGTH = 100')
—PR6POSEB MINOR PLUG
(LENGTH = 50')
PROP96EE1 PIPE AND
fj RIPRAP
&h PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
q
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
...... .....
C3W4I.
MUUMUU
®®noulwa
A
�r
�4
KEY MAP
0 so 100 s5o
SCALE IN FEET
�gPlE�ai
5a��wi a
�k
oc
�L
`1(0 Q
__ r` U
Q
x
Q
m
t�
� rJryn
� V
LL
0
x
I—
[L ° Ld
Y)
PZ 1002
DRAWN BY- RC
DATE. 01116114
SHEET � 9-%
Minimum ElavaSon
Minimum Elevation
Maximum Elevation
Cdar
8.500
9.000
13.000
s oo�
9-wo
SBA00
8.500
10.1100
.
AS- GUILTS
�< LEGEND
PRE)POSEB SPILLWAY w
(PYRAMAT TURF
w REINFORGEMENT)
prz
a w
DPRePOSE•E+DITCH CROSSING z
(# 57 STONE)
f'RGP65€E)RIP RAP
5 - 12" CLASS B ]
PR6P65E9 TOP OF BERM
PRBP95EE}$" ROCK PAD
w ( LARGE SIZE MINE REJECTS)
/ PR6P65EEDITCH FILL
- . _== FLOW ARROW
I— PREW19SEF) SLOPE ARROW
MAJOR PLUG
,,,[=A , ­—, (LENGTH = 100')
—PR6POSEB MINOR PLUG
(LENGTH = 50')
PROP96EE1 PIPE AND
fj RIPRAP
&h PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
q
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
...... .....
C3W4I.
MUUMUU
®®noulwa
A
�r
�4
KEY MAP
0 so 100 s5o
SCALE IN FEET
�gPlE�ai
5a��wi a
�k
oc
�L
`1(0 Q
__ r` U
Q
x
Q
m
t�
� rJryn
� V
LL
0
x
I—
[L ° Ld
Y)
PZ 1002
DRAWN BY- RC
DATE. 01116114
SHEET � 9-%
Minimum ElavaSon
Minimum El§v§dion
Maximum Elavatirxl
Color
101M
70.500
13.000
10.500
11.DD0
SBA00
11.000
11.500
■
AS- GUILTS
�< LEGEND
PRE)POSEB SPILLWAY w
(PYRAMAT TURF
w REINFORGEMENT)
prz
a w
DPRePOSE•E+DITCH CROSSING z
(# 57 STONE)
f'RGP65€E)RIP RAP
5 - 12" CLASS B ]
PR6P65E9 TOP OF BERM
PRBP95EE}$" ROCK PAD
w ( LARGE SIZE MINE REJECTS)
/ PR6P65EEDITCH FILL
- . _== FLOW ARROW
I— PREW19SEF) SLOPE ARROW
MAJOR PLUG
,,,[=A , ­—, (LENGTH = 100')
—PR6POSEB MINOR PLUG
(LENGTH = 50')
PROP96EE1 PIPE AND
fj RIPRAP
&h PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
q
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
...... .....
C3W4I.
MUUMUU
®®noulwa
A
�r
�4
KEY MAP
0 so 100 s5o
SCALE IN FEET
�gPlE�ai
5a��wi a
�k
oc
�L
`1(0 Q
__ r` U
Q
x
Q
m
t�
� rJryn
� V
LL
0
x
I—
[L ° Ld
Y)
PZ 1002
DRAWN BY- RC
DATE. 01116114
SHEET � 9-%
Minimum ElavaSon
Maximum Elevation
Odor
11.5010
93.000
13.000
18.000
■
SBA00
25.000
AS- GUILTS
�< LEGEND
PRE)POSEB SPILLWAY w
(PYRAMAT TURF
w REINFORGEMENT)
prz
a w
DPRePOSE•E+DITCH CROSSING z
(# 57 STONE)
f'RGP65€E)RIP RAP
5 - 12" CLASS B ]
PR6P65E9 TOP OF BERM
PRBP95EE}$" ROCK PAD
w ( LARGE SIZE MINE REJECTS)
/ PR6P65EEDITCH FILL
- . _== FLOW ARROW
I— PREW19SEF) SLOPE ARROW
MAJOR PLUG
,,,[=A , ­—, (LENGTH = 100')
—PR6POSEB MINOR PLUG
(LENGTH = 50')
PROP96EE1 PIPE AND
fj RIPRAP
&h PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
q
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
...... .....
C3W4I.
MUUMUU
®®noulwa
A
�r
�4
KEY MAP
0 so 100 s5o
SCALE IN FEET
�gPlE�ai
5a��wi a
�k
oc
�L
`1(0 Q
__ r` U
Q
x
Q
m
t�
� rJryn
� V
LL
0
x
I—
[L ° Ld
Y)
PZ 1002
DRAWN BY- RC
DATE. 01116114
SHEET � 9-%

y
' r�
AD
.,0
A"
R J /
s
`V.
4 1 tl .7
r
��
°~ �1 °
4p
w.C` 14 - +EXISTII DIT
a Minimum Elevation
Maximum Elevation
f:olor
8 0-00
7.500
■
1 -500
8.000
■
-- 8.000
8.500
.
allf4w 4w V
777
olor
Minimum Elevation
Color
13.000
.
11.000
11.504
■
.t
AS- GUILTS
t ° LEGEND
�4 H
f'R9P6'.iE$5PlLLWAY w �
(PYRAMAT TURF
I
REINFORGEMENT) c z
tz _ C) w
Q
fReP9SffFD3TCH CROSSING a z
(# 57 STONE)
PRGP65EE) RIP RAP
___J ( 5" - 12" CLASS B )
r 4
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
1O.=
10.5DD
13.000
10.500
11.000
18.000
11.000
11.504
■
AS- GUILTS
t ° LEGEND
�4 H
f'R9P6'.iE$5PlLLWAY w �
(PYRAMAT TURF
I
REINFORGEMENT) c z
tz _ C) w
Q
fReP9SffFD3TCH CROSSING a z
(# 57 STONE)
PRGP65EE) RIP RAP
___J ( 5" - 12" CLASS B )
r 4
Minimum Elevation
Maximum Eleveton
Color
11.500
93.000
13.000
18.000
■
18.000
25.000
4 4 I
AS- GUILTS
t ° LEGEND
�4 H
f'R9P6'.iE$5PlLLWAY w �
(PYRAMAT TURF
I
REINFORGEMENT) c z
tz _ C) w
Q
fReP9SffFD3TCH CROSSING a z
(# 57 STONE)
PRGP65EE) RIP RAP
___J ( 5" - 12" CLASS B )
r 4
0 1 y "_01 o MAJJO PL G
(LENGTH _ 100')
EXISTING DITCH 11r =•
(PARTIALLY FILLED) I I PR8P6S€B MINOR PLUG
` (LENGTH = 50')
+29P9r :.Ee PIPEANp
RIPRAP
0b PRE - CONSTRUCTION
1 lI SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
' G D� ELEVATION
Z z
Z
♦ Bwa d �� 4 4 X12 511 PRE - CONSTRUCTION SPOT
a ` i a ELEVATION
AS -BUILT SPOT GRADES Q
V ~
f' NOTE: ¢ Z F
4 �°
©t ps THIS LEGEND SUPERCEDES LEGEND ON LL
«� 00— 'I C1.2 WHEN CONFLICTING.
Uj
ii
5o'
!� a41
r 4�
if , ll
c�
CL
u�
z
� Q
� J
_J
' CLL
KEY MAP (6 O �ry�
IVA I� LJ
o so 700 750
��__IYy1 r �I ^ ry
11 1-1 I �f, �� � SCALE IN FEET `
av
���� - j•;�_:�: _ PRCU.KO.: 1002
DRAWN BV- RC
DATE: 01116114
SHEET:
C4.7 1
L OEM
irPR6PBSE9
TOP OF BERM
�•
�'
4 4 I
`
1 4,
PRBPeSEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
$DITCH FILL
R P88E.)ELOW ARROW
y
IIL J�
PRE)P8SEF) SLOPE ARROW
0 1 y "_01 o MAJJO PL G
(LENGTH _ 100')
EXISTING DITCH 11r =•
(PARTIALLY FILLED) I I PR8P6S€B MINOR PLUG
` (LENGTH = 50')
+29P9r :.Ee PIPEANp
RIPRAP
0b PRE - CONSTRUCTION
1 lI SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
' G D� ELEVATION
Z z
Z
♦ Bwa d �� 4 4 X12 511 PRE - CONSTRUCTION SPOT
a ` i a ELEVATION
AS -BUILT SPOT GRADES Q
V ~
f' NOTE: ¢ Z F
4 �°
©t ps THIS LEGEND SUPERCEDES LEGEND ON LL
«� 00— 'I C1.2 WHEN CONFLICTING.
Uj
ii
5o'
!� a41
r 4�
if , ll
c�
CL
u�
z
� Q
� J
_J
' CLL
KEY MAP (6 O �ry�
IVA I� LJ
o so 700 750
��__IYy1 r �I ^ ry
11 1-1 I �f, �� � SCALE IN FEET `
av
���� - j•;�_:�: _ PRCU.KO.: 1002
DRAWN BV- RC
DATE: 01116114
SHEET:
C4.7 1
L OEM

�.
a
0jUNE 82
' 4 1' -- `
+►„ 4C-
4T lEXISTING ol
DI
{'PARTIALLY
F '
�Ilk s
Or
ip
►i + ;
pA
�q> r �,. y�y° i0 jilt p$ — ►_
1
Ao"� '
�
1.
J r ^ ♦ .may }
i
~► `° — f
IL
a , 0 i
i
I h"a Ke 11
I,
C , n �li: f I 1! ) ) r
_ t 0
Aj
do
'SHASE II
• r • f SMALL ROAD EXISTING ROADSIDE
A ,
it "S • \ r » , j � * ` ALIGNMENT DITCH
OP low
`ZP _ l-- se_ -__
r �y i `► ` 4 _— f--1 65*Q9
PLUG EL 11.22 -- -- _
f4 — --
OL
4 a, . ROA�IDEDCPLUG EXISTING RdADSD°E PLUG EL 0.93 / a DITCH
� � � � I I �Ir � �� r •y � � � c
I
° J1ipllr 5� Gd ° PHASE C
� as Li
'I a ► �t � � r 'k `� � � I � a .y .tr "S t �1 � !� � SIB
I ��. �o. � #i�j. a�.. I I tip', �) , ° 5' i�'' ia. •, � �Q � i�' Ci6 4' -
„ p p ] p�b I' � �p
�
A?
LEGEND
h
PREPOSEB SPILLWAY
k
(PYRAMAT TURF
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
REINFORCEMENT)
w c z
ELEVATION
jB
PRE)POSEB DITCH CROSSING
a i
t# 57 STONE)
a
RIP RAP
L .._.. (5" - 12" CLASS B)
PR6P65E9 TOP OF BERM
DPR6P6SEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
r / PR6P65EEDITCH FILL
keP6SEEIFLOW ARROW
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
PR'6POSEB MINOR PLUG
C! (LENGTH = 50 ")
1`1-96SP PIPE AND
RIPRAP
faximum Elevation
h
PRE - CONSTRUCTION
L
■
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
8.000
■
ELEVATION
�u
X1250
PRE - CONSTRUCTION SPOT
25.000
ELEVATION
12.00 *
AS - BUILT SPOT GRADES
NOTE:
faximum Elevation
Color
Minimum Elevation Maximum Elevation Color
7.500
■
8.600 9.UOU
8.000
■
9.000 9 -500
6.5L10
�'
9.500 10-OW .
Minimum Elevation Maximum Elevation Color
10.000 10.5/10
10.500 ,1.O0D
11.000 11.504 ■
AS— GUILTS
Minimum Elevation
Maximum Elevation
Color
11.500
13.000
ONO M
13.000
18.000
■
16A00
25.000
AS— GUILTS
KEY MAP
0 50 100 lsu
SCALE IN FEET
MIA,
z
zE� _a
N p�
�I1.LLH W r�i2
�7
s
M ffi
fv �
M }
U
<�
¢0 �
0
x
m
CL
Z
C Q
� J
__j
Z
LL Q
�o Q
x
[L O Ld
Y)
PRDJ.NO.: 002
fMAWN BY RC
EmTE: 01116/14
SHEET'.
04.72
VAN is
ONO M
VOLVO][
a
f
KEY MAP
0 50 100 lsu
SCALE IN FEET
MIA,
z
zE� _a
N p�
�I1.LLH W r�i2
�7
s
M ffi
fv �
M }
U
<�
¢0 �
0
x
m
CL
Z
C Q
� J
__j
Z
LL Q
�o Q
x
[L O Ld
Y)
PRDJ.NO.: 002
fMAWN BY RC
EmTE: 01116/14
SHEET'.
04.72

vw
A
It
It
S ` ,
ll ok
iA
tf
gI I
fik
are �, I
O
ds
gyp.
_ o EXISTING RdADsIDE a
�R ` DI U� �t _ � VTCH ERNE RtiE� 100' -
/ f
1b q. ROADSIDE DITCH PLUG
fa Ile
CY
�.©
o 0
r
o
PHASE fl -,
�o EXISTING ROADSIDE
LEGEND
t ' 193 19i i�
PRGPOSEB SPILLWAY
N
w
(PYRAMAT TURF
Color
REINFORCEMENT)
C,
H
jB w
p a
PRePBSEB DITCH CROSSING
z
(# 57 STONE)
10.DDD
PR6P95EE) RIP RAP
( 5" - 12" CLASS B )
�� =FLOW ARROW
PRE)PBSEF) SLOPE ARROW
MAJOR PLUG
(LENGTH = 100')
P���Q�
, i
NELLa
9X I
ire '
7~
s
PRBP95E9-TOP OF BERM
l � �$" ROCK PAD
(LARGE SIZE MINE REJECTS }
P
-- - J PLUG EL 11 22: c P _ EL= 11.fi4
PLUG EL = "0 1 � PLUG EL - 10 94 1 ,i'° -- e� - -- -
3 r - pp
_� —�_— --4.— — - — - - - ---
v - -- - -r'- - - - -- _ �-r_ -� -___ �_ _ c,_---- STA7CLT __ ~__- -_- - -. _:�_�
O ` C 7. '.PLUG ESL. !°LUG EL = 12.35 p �/ o _ _a� ' Ur
PLUGEL =11.19 - -_ - - - -- y
ROADSIDE DITCH PLUG -`I n — ` �� I/ r�0' EARTHWORK LfNfITS o} EXISTING RUA6
/ LS
i PHhF$FRflP 107 ca ISTIN ADSIDE r _ o - a
n v 1 � ¢ DITCH
#'rT 10fl' I'
v 4 D ROADSIDE DITCH PLUG ° . rr / �} ° o J cy F
50' EARTHWORK LIMITS ��
'1. ¢ Y� r X qq a Q a Q 'L '7 '1 ° ", r`-• r r 'i+ 1� 'h 4 a k D
4 /. / ,� L1 O �+., J G - -0 1_ 1041
rr ce�r 0 Q O O v O U�
°00, 0 O
a 1f1.38 / �� / 9.75 IS �� � Q 3 � fl L �° . Dp 10.43
1, 4 s <] qo a 1 I q
EXTINGDftCHT Jrry °Q��/ .
v 4 {� ©fin EXISTING DITCH TF}° ' /' ir%' 4b 4• ° 4 a o a n
u 9 ifr LU6 TNOf HENflJ a - © q 4 jrr D / % r o Ica .0 @� � 9 0,71
Rim
0 a,e or �{r,,, /��1 °• O IIYE -o C•r` -eF� PA�II`1J' U -r9.31
JIY:' (..q ],a-p Q Cl e a r_i - f; 0 n a f" n. 10.38
t ' 193 19i i�
Minimum Elevation
Maximum Elevation
Color
8.500
9.000
9.000
9 -500
■
9.500
10.DDD
R6P65E0 -DITCH FILL
-- - J PLUG EL 11 22: c P _ EL= 11.fi4
PLUG EL = "0 1 � PLUG EL - 10 94 1 ,i'° -- e� - -- -
3 r - pp
_� —�_— --4.— — - — - - - ---
v - -- - -r'- - - - -- _ �-r_ -� -___ �_ _ c,_---- STA7CLT __ ~__- -_- - -. _:�_�
O ` C 7. '.PLUG ESL. !°LUG EL = 12.35 p �/ o _ _a� ' Ur
PLUGEL =11.19 - -_ - - - -- y
ROADSIDE DITCH PLUG -`I n — ` �� I/ r�0' EARTHWORK LfNfITS o} EXISTING RUA6
/ LS
i PHhF$FRflP 107 ca ISTIN ADSIDE r _ o - a
n v 1 � ¢ DITCH
#'rT 10fl' I'
v 4 D ROADSIDE DITCH PLUG ° . rr / �} ° o J cy F
50' EARTHWORK LIMITS ��
'1. ¢ Y� r X qq a Q a Q 'L '7 '1 ° ", r`-• r r 'i+ 1� 'h 4 a k D
4 /. / ,� L1 O �+., J G - -0 1_ 1041
rr ce�r 0 Q O O v O U�
°00, 0 O
a 1f1.38 / �� / 9.75 IS �� � Q 3 � fl L �° . Dp 10.43
1, 4 s <] qo a 1 I q
EXTINGDftCHT Jrry °Q��/ .
v 4 {� ©fin EXISTING DITCH TF}° ' /' ir%' 4b 4• ° 4 a o a n
u 9 ifr LU6 TNOf HENflJ a - © q 4 jrr D / % r o Ica .0 @� � 9 0,71
Rim
0 a,e or �{r,,, /��1 °• O IIYE -o C•r` -eF� PA�II`1J' U -r9.31
JIY:' (..q ],a-p Q Cl e a r_i - f; 0 n a f" n. 10.38
AS- GUILTS
—PR0P65EB MINOR PLUG
(LENGTH = 50')
P%PESSEEfPIPE AND
RIPRAP
PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
C72.0D AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
t ' 193 19i i�
Minimum Elevation
Maximum Elevation
Color
8.500
9.000
9.000
9 -500
■
9.500
10.DDD
.
AS- GUILTS
—PR0P65EB MINOR PLUG
(LENGTH = 50')
P%PESSEEfPIPE AND
RIPRAP
PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
C72.0D AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
t ' 193 19i i�
Minimum Elevation
Maximum Elevation
Calm
10.000
10.500
10.500
i 1.DD0
■
11.000
11.504
■
AS- GUILTS
—PR0P65EB MINOR PLUG
(LENGTH = 50')
P%PESSEEfPIPE AND
RIPRAP
PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
C72.0D AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
t ' 193 19i i�
Minimum Elevation
Maximum Elevation
Color
F1.500
13.DD0
f3.ODD
9B.D136
■
SB.000
25.DD0
AS- GUILTS
—PR0P65EB MINOR PLUG
(LENGTH = 50')
P%PESSEEfPIPE AND
RIPRAP
PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
' PRE - CONSTRUCTION LIDAR
ELEVATION
X125D PRE - CONSTRUCTION SPOT
ELEVATION
C72.0D AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
0 50 100 150
SCALE IN FEET
z
' Q
U
Zo
¢o �
LL
0
m
[6
"C Z
� J
___)
� Z
o
x
r
CL O �J
_(f)
PRa -N�.: 1002
MAWN By RC
IMT €: 01115114
SHEET:
04.731
t ' 193 19i i�
P gp tp0 so-
_
CIO S�
23 B1 IM E& 8F ,96
w
as +�
jE I 37
at
;'Tn[AM µiGNRk[NT
— PROJECT 8CN1MC7ARY
• 1E 39
E] DENOT ES THIS SN €€ T
i 15�
PHASE 9
to If
8 r 8
PHASE 3
3
KEY MAP
0 50 100 150
SCALE IN FEET
z
' Q
U
Zo
¢o �
LL
0
m
[6
"C Z
� J
___)
� Z
o
x
r
CL O �J
_(f)
PRa -N�.: 1002
MAWN By RC
IMT €: 01115114
SHEET:
04.731

v
II u
EXISTING DITCH a tm A,�
1 f oiPA Y FILLEo }Q� }F ��m.' -_ I _'0 � ?' { L :PA IRul%HLLYD €IECH
3 � r � » � � ,{5�, r � t I yr• �r" ' ti r .�i^ �,.� $..
j J 11 I � � G]1 t�4 • +
fff
4
Ij
MALL ROAD
t> t ALIGNMENT'1 7
Qom, p EXISTING ROAObE _ R� G 3N5 R# ,100' ,�: 0
ROADS RICH PLUG Il DITCH ROADSIDE DITCH PLUG _ - — ` -
T n r - PLUG EL = 10 79
s > E -. kl PLUG EL 1732_ "j� 1 = - - -- -
PLUG EL =10.58 LUG EL 10.77 '! L - -�- - - -- - - - - - -- -°
.�. -- ��- --- _--- ax�5o -- - -�� - -- -rev - --- -- aaso° - -- ---- �ar-- °----- �s+au� - -- - - �2.ob -- - �s.•oa - -° 1
-_ - -- a-- - - -�.-s = ----�t - - - -- - - -SLA
I�
1 11.81
_ PLLIfE-= 11:09-
-r _ _ 1 . tie 1ff -59 gqi
--------- _ . _ - , _
r C1 [
il nI 1 Y/i rye,./ r' 50' EART I °J ° Y
1 = ;/ r �p EXISTING ROADSIDE r
V J 1.11[ / I/ 1 0 o DITCH 9THde 100' n (0� 1
ROADSIDE DITCH PLUT
ROADSIDE DITCH PLUG 9 '!7
'n D �� t
�• of j k459 `n .... Ii1
12 109
Q 0 Q Q �
Qq O
El IXIT!'1G DITCH FE:�- r }rig �ay{Vfr �o
p q EXISTING DITCH "FE'r ,� / j Q e 0 ° �0 V/ /, !y 0 ti
° O e -- I/ / p o r f �/ rD
_ n,• // �fl L1 ° 0 ° 7 q o . (PLUGGED AT NORTH END ) n, // rY✓�
PLUGGED AT NORTH END) Y /,
tenn: p
//4T Le' « pi L�l54 /r.rR/ e c P M10 p i Elwin
10.47© Q 4 '6
Minimum Elevation
I Maximum Elevation
I Color
0 -000
0.500
■
7.500
8.000
&ODD
6.500
■
AS- GUILTS
LEGEND
PRGPOSEB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
8.500
9 -000
9.000
9 -900
■
8.500
10 -OW
.
AS- GUILTS
LEGEND
PRGPOSEB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
10.000
10 -500
10.900
11 -DDO
.
11.000
11 -5w
■
AS- GUILTS
LEGEND
PRGPOSEB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
F1.500
93.000
f3.000
98 -006
.
SB.000
25.000
■
AS- GUILTS
LEGEND
PRGPOSEB SPILLWAY
N
w
(PYRAMAT TURF
REINFORCEMENT)
Orz
H
9p w
O o.
PRePBSEB DITCH CROSSING
z
(# 57 STONE)
PR6PESEE) RIP RAP
( 5" - 12" CLASS B ]
PRISPBSE9 TOP OF BERM
DPRE)P9SEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
r r R6P65EEDITCH FILL
+...-
PkeFiBSEB FLOW ARROW
PRE)PBSEEiSLOPE ARROW
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
PR0P65EB MINOR PLUG
{LENGTH = 50'}
B PIPE AND
RIPRAP
$h
P RE -CONSTRUCTION
SURVEY SPOT ELEVATION
eh PRE - CONSTRUCTION LIDAR
ELEVATION
X1250 PRE - CONSTRUCTION SPOT
ELEVATION
12.00 AS -BUILT SPOT GRADES
NOTE:
UREAIA AUGNMENT
- PRa1ECT WUAiMRY
nEneDT €S 7r•n5 SN €€ r-
- PHASE 1
PHASE 3
0 5o 100 150
SCALE IN FEET
is e�
1� m
zE�a
N
9X
�7
V
J
Z� U
Z
' Q
U
¢O �
4
m
Ri
Z
J
< o
LL
o <
N
IL o
PRa -� 1002
MAWN By. RC
anTE: 0111$114
SHEET:
04.74

s
i
i
may
ROADSIDE
SMALL;; ,
AL113NME
PLUG EL = 10.0
r - - - - {)-_ -- - - -
_ { PLUG EL = 11.l
��o R
A 1.
L A
I
a
a
n �'L
c OSSINP� ETAIL
HEET C9.1)
STA.97 +20
2 - 1$" CALP
(SEE SIET C9.1 )
r
ISTING DITCH
f % (PARTIALLY PILLED)
rY
tiA
L
0
_• _d� � VL II p J � � ,�:
I
9'
r-EXISTING ROADSIDE BByyC� 1p4•
� 1Vi
b P phi
O
9
0 R
�l 3&
1
011., DITCH ROADSIDE DITCH PLUG
Mf -- - - - - -
JGEL
� , P Ip. PLUG EL - 10.45 P
=10.54 - .. � q y
- -- - - - - -° 190 +9p - --
UG EL 1129 7.
_ PLUG EL 11.08
EXISTING ROADSIDE
DITCH -, y vim° I f D �i. � L1
ROADSIDE QS( APL
J' 10.70 r Cy p a 3.$7
I E � c
�� � �' �,0rrrry r 4 apo7y� Ll ab c C O Ci Q L /rf fjr �- o
�
J ti. EXISTING DITCH Tf'r i r� r r!' i 4 (I b p STING QITCH F@ r y r`! i� 4 a 6 a .6
's R 1C I ITS `0 } /I Q Q o p p f a 1
< so
' d i ED AT NORTH E n� ) bRTH END) (rLUGGEAT
.. ° ice, r 10.07 10.iNiel 6 d 72 it - SheD ( Phl€) 11 C, A
Minimum Elevation
I Maximum Elevation
Color
0.000
7.500
■
7.500
8.000
PRBPBSEB DITCH CROSSING
8.600
8.500
■
A5- BUILTS
LEGEND
I PRBP9SE#3SLOPFARROW
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elevation
Color
8.500
9.a06
PRBPBSEB DITCH CROSSING
8.000
9.500
■
9.500
10.1100
■
A5- BUILTS
LEGEND
I PRBP9SE#3SLOPFARROW
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elevation
Calm
10.000
10.500
PRBPBSEB DITCH CROSSING
10.500
11.DD0
.
11.000
11.500
■
A5- BUILTS
LEGEND
I PRBP9SE#3SLOPFARROW
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elevation
Color
11.500
93.000
PRBPBSEB DITCH CROSSING
t100o
98.006
.
16.000
25.000
■
A5- BUILTS
LEGEND
I PRBP9SE#3SLOPFARROW
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
w
REINFORCEMENT)
Orz
(LENGTH =100')
H
C) o.
PRBPBSEB DITCH CROSSING
z
(# 57 STONE)
PRBPBSEE PIPE AND
RIP RAP
J (5" - 12" CLASS B)
_ STOP OF BERM
DPROPOSEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
rr / FRBPASff3 DITCH FILL
-- ..E•FLOW ARROW
I PRBP9SE#3SLOPFARROW
=Ed
PRBP95EB
MAJOR PLUG
(LENGTH =100')
—PR9PBSEBMINOR
=
PLUG
SD')
(LENGTH
PRBPBSEE PIPE AND
RIPRAP
$y PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
�?
P RE -CONSTRUCTION LIDAR
a ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING,
0111117A 1 ALIGNMENT
- PROJECrBOUNDARY
y` E] DENOTES ThrS SNELIr
- PHASE 7
PHASE 3
KEY MAP
0 SO t00 ,sii
SCALE FEET
is e�
� f=
Yi
2 m Y LL u��v
9X
V
L IM
a
'ro O
r` ()
Z
¢o a
4
LL
m
0..
Z
C
� J
< o
® Z
a Qx
r
0
PRa-r�: 1002
MAwN By. RC
DATE: 01/16114
SHEET:
04.75

f
I
7 �I
c
'r
1% .`
s}
r
bL1 Nfz �d;4 S 'e r; r
l _ 1
I K � 40 y
IX t
04 1
OP A
i f
I I
malf LRQP -
l'Le1 1 I rje
1NG DITCH
ALLY FILLED) 0� l �'Vow • Q�
r, OKI
`c
a
CD
PIPE CRQSING
f (SEE SHEET C9.1)
! SMALLROAi] 40
F ALIGNMENT
dii
�t _ 1
EXISTING RO, FADE `° 4t �
DITCH HASE II
ROADSIDE DITCH PLUG
ROADSIDE DITCH y (SEE SHEET C9.1 1
- ° - -- -L - -- -
- - - - - - - - PLUG EL _. EL 11 08 ` _
- PLUG EL - I PLUG EL -
-10.31 - - -- -- _
�-
- - - -- ° tea'- - - - - -- W - '- - - - - - "�-- �- °--"—' wry• _ - - ,��
_
�°-- ��- �.�_I._ at1 —r�- - -= Ltd- 1—=--- - -#---
SMALL RD
- -- - —., __ - -- PLUG EL - -��r� - --
PLUG EL 10.96 11.14 9.54 -•
ffl, 50" EARTHWOR# LIMI f�' EXISTING RO IDE
`� DITCH
0 [}6
�d /
/ / d C ` 1
fj
o a a 4 v TCV`cT 100 9
3 Q' 6 Q i44��5]]] (1 C ROADSIDE DITCH PLUG j j� IIr 4[� Q Ly
EXISTING DITCHT-
ANB Y0999 81 lips
oa O•�- f t�
r/'��- (PLUGGEQ AT NORTH END)
LEGEND
fRGPOSEB SPILLWAY w
!] 1 (PYRAMAT TURF
rR ri REINFORCEMENT)"
fn3w
1 PRePBSEB DITCH CROSSING �x}x z
,f .� (# 57 STONE)
� 1 f RR6P6.5EF3•RIP RAP
W C. f __j ( 5" - 12'• CLASS B )
PR6PBSE9 TOP OF BERM
1 /
r
00_01 4
H
log
t •
p • �
r
i � t
v
PLUG EL= 11.58 8--7-6 -t
fft6P85E€�$" ROCK PAD
(LARGE SIZE MINE REJECTS)
RR6P65E�DITCH FILL
/
N. . -.. -- �� =FLOW ARROW
� F) SLOPE ARROW
MAJOR PLUG
(LENGTH = 100')
PR0P65E6MINOR PLUG
(LENGTH = SD')
PR9P9SEE PIPE AND
RIPRAP
�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
eh PRE - CONSTRUCTION LIDAR
ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
12.00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
� 1 r
:100' / Y rf 'EA RTIWORK LIMITS
ROADSIDE DIT, &Fi PLUG ° yy /I 0 J 0 b�
a 4d ° a 11 11538
� e
° a 1 1051 ° e J` EXISTING DITCH Tee
.00 a NB ".,9613 el,
(PLUGGED AT NORTH END) /' >
�r �
p A °'� j� �,,; 7 h AT,, U N E
AS- GUILTS
IIIII�®
r•7 ,, r
TR[A11511C11111W
—
P70JECr 80UNDART
Minimum Elevation
Maximum Elevation
Color
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
8.500 9.900 10.000 10.500 (1.500 13.000 N
9.000 8 ■ 10.500 11.000 , f3.000 16.000 .
0.000
7.500
■
1
8.000
f
-500
r
-500
8.500 10-OW . 11.000 11.500 ■ 16.000 25.000 ■
Y $.000
6.500
`'
LEGEND
fRGPOSEB SPILLWAY w
!] 1 (PYRAMAT TURF
rR ri REINFORCEMENT)"
fn3w
1 PRePBSEB DITCH CROSSING �x}x z
,f .� (# 57 STONE)
� 1 f RR6P6.5EF3•RIP RAP
W C. f __j ( 5" - 12'• CLASS B )
PR6PBSE9 TOP OF BERM
1 /
r
00_01 4
H
log
t •
p • �
r
i � t
v
PLUG EL= 11.58 8--7-6 -t
fft6P85E€�$" ROCK PAD
(LARGE SIZE MINE REJECTS)
RR6P65E�DITCH FILL
/
N. . -.. -- �� =FLOW ARROW
� F) SLOPE ARROW
MAJOR PLUG
(LENGTH = 100')
PR0P65E6MINOR PLUG
(LENGTH = SD')
PR9P9SEE PIPE AND
RIPRAP
�5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
eh PRE - CONSTRUCTION LIDAR
ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
12.00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
� 1 r
:100' / Y rf 'EA RTIWORK LIMITS
ROADSIDE DIT, &Fi PLUG ° yy /I 0 J 0 b�
a 4d ° a 11 11538
� e
° a 1 1051 ° e J` EXISTING DITCH Tee
.00 a NB ".,9613 el,
(PLUGGED AT NORTH END) /' >
�r �
p A °'� j� �,,; 7 h AT,, U N E
AS- GUILTS
IIIII�®
r•7 ,, r
TR[A11511C11111W
—
P70JECr 80UNDART
E]
DEMOTES THIS SN €€ T'
-
PHASE I
PHASE 3
KEY MAP
0 50 100 150
SCALE IN FEET
is e�
zE�a
N
9X I
�7
M
J
Z� U
z
' Q
U
¢O �
0
m
[6
(Z
Z
K V
i O Z
LL
x
r
O V
PROD- Ni).: 1002
ONAWN OY: RC.
GATE: 01/16114
SHEET:
04.75

d
ip
0 irk •�O "A • 4 �. t ' _
' � ` y• ,' �� I I r S r
� 1 � ` • ?I h I � - - r- t i
A
i C.i.l ` ,. �'-•' t ,o .1e'' 1�'3 �{ I' EXISTING DITCH
( #ARTIALLY FILLED)
c 4 �' a • Cis
+ �p EXISTING' ITCH
• b' 1 / (PARTIALLY FILLED) I
Ifio, 0
MEW
kj�
IV
�.
r
O I O• ` 0 0 f E
I
519
�I
r
61
G
SMALL ROA
`7z ALIGNMENT'
``P1. G ROADSIDE 1
ROADSIDE DITCH PLUG
;lf
Minimum EI§vatw Maximum Elevation Color
0.000
------
- - - - -- - - - - -- -
�- - - --
1 - PLUG EL = 10 79
h PLUG EL 1La66J
-� ��-
�` - - - - -��
_------ _-
'PLUG 14
PLUG EL 10.22 ; EL 2L
- -- — ----------------- - - - - -- -4
12 — — — - - � 2 — � � 0(—r .rte � � 1- 2m-
L�
—1294M
i = ♦- z� =L T — ___I —=i ®
- - - - - - -- Cx.- - t.__-- G�- - -. - -_
g ACL RD — — —
- - -.- °c _..
--- — — �°
-_ --� `_"jam _ .0 -�c - -- -0
- PLUG EL =
— --
10.62 PLUG EL = 11.21
_ - -
_ PLUG EL =11.87
PLUG EL = 10 92
� 1- 1,97 ___ ___
%� -_ ���
�- - ��' -�� - -- a - _ - -- - _ f
•- -4r - / i f 7 fn Vic., Z*
K1 / ✓ ✓ ✓ a v o P C7 O � � � `mot; � f / ' o
g .LEXISTING ROADSIDE
{�
l> DITCH �,
� y(}0' / /' / 50' EARTHWORK LIMITS p 1 7 100'I i
f I✓ J c Q (i ° ROADSIDE DITCH PLUG �T c
a ROADSIDE DITCH PLUG ;r. / f / r^\� f ✓
� Q Ile �L P xn7 b o �.O L ' 0 / O !C0 �1 0 QO ; i 0k LARTHWOR�CKrL LIMI;T` S ( ! ✓/ / / j
/ f
EXISTING DITCH -�_ �' � � /✓' cp° LS
(PLUGGED j��AT NORTH END) y i � � � 0 0
#L -feet 4 62 I�j
o p� '
b � p
a 6
d t• L 1�
1 11.12 / r 11.10
�'� ' f ✓ vy �� EXISTING DITCH
(PLUGGED AT NORTH END)
46 /
vf^ / /ff'Q Q G/n b �(
D a 1: ham. I / / ,�� . I e Q •.i'Y[Y" VV e ,
b "87
�.D r yS�F\''' ,ff. % %% MATCH LINE - fee ��6t
Minimum Elevation
Maximum Elevation
Color
Minimum Elevation Maximum Elevation Color
Minimum EI§vatw Maximum Elevation Color
0.000
7 "500
■
8.600 9.000
10.000 10.500
7.500
8.000
M
9.000 9 -500 ■
10.500 11.000 ,
$.000
6.500
`'
9.500 10.000 .
11.000 11.500 ■
� O
Q
■ ■ B U I LT S
LEGEND
>~ PRBPBSF#3
FIR6PBSEB SPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elevation
Cvlar
11.500
13.000
PR@PASEB DITCH CROSSING
13.000
16.000
.
16.000
25.000
■
� O
Q
■ ■ B U I LT S
LEGEND
>~ PRBPBSF#3
FIR6PBSEB SPILLWAY
(PYRAMAT TURF
w
REINFORCEMENT)
Orz
(LENGTH =100')
H
4 w
PR@PASEB DITCH CROSSING
z
(# 57 STONE)
fRBPeSEE PIPE AND
PRBP88E9 RIP RAP
( 5" - 12" CLASS B )
_ PROPOSEE?TOP OF BERM
DPROPOSEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRE)PASEE3 DITCH FILL
--
PliepeGEEI FLOW ARROW
>~ PRBPBSF#3
SLOPE ARROW
=Ed
PRBPBSEB
MAJOR PLUG
(LENGTH =100')
—PRBPBSEBMINOR
=
PLUG
SO')
(LENGTH
fRBPeSEE PIPE AND
RIPRAP
�5 PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
®h
P RE -CONSTRUCTION LIDAR
ELEVATION
X1750 PRE - CONSTRUCTION SPOT
ELEVATION
12.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING,
STREAM ALIGNMMT
— PRDJECF BOUNDARY
E] ormorcs THIS SNEF 1-1
- PHASE 9
PHASE 3
KEY MAP
0 50 100 150
SCALE FEET
is e�
1� m
w °E� ms
fI o l
1�.
J
D
Z
D
O
O
tU
fA
N
Z
J
0 [,�
LL ❑
LL
2
°- 0 c�
PROD. rte.: 1002
mAwN 61' RC
IMTE: 01/16114
SHEET:
4. 7

7
t
C
i
T \ Q LMAT1CK LINE 7 See S,, +dt C4-8&-
=M - mp` ON, EOEw
12.8 n p* °�j�
D
a 4
�C% NJ
TOP-761' QAAK
Z_
a% p6 �0 tf p or1�I
�° D
s
Lbb
cam° e
TOP C7F, 4C �sx XIS T � a o VA � �` <) � c> �
GRA.p(g.
cr
c n
DITCHy'�
! �� `\�' � rya t✓ O � n tS ` �? - _
�
o i V %. "I
Ar AL i of
SMALL ROAD
ALIGNMENT
! r ! It
J_ . ROADSIDE &
AIIIIIIIIIII. Z DI11&W_\ y o
vp - F
----- --- r- 31�c - - - - -- -- 132:dit - - - - - 1331A'�--- �--- �34•�rb..._ ----- 1a5�mn ----•
- - - - - - -— - - - - (PLUG EL 10.14 PLUG El
7- -rte- - - - - -
kW!3TJNG ROADSIDE
£RLfeF 100'
ROADSIDE DITCH PLUG
0 "EARTHWORK LIMITS
a
oy e *�Q
IL N� ib — VA
"TT-
I %yet AS
Minimum Ereaalion
I Maximum Elevalon
I Color
0-00
7.500
■
7.500
B0nv
PRePBSEB DITCH CROSSING
8.000
8.500
t
EXISTING
GRADE
12 4
PRep&3EB BERM
k '00
F
J
`80' s �©
KING LOT EL = 10.53
GNMENT
P
fl
LEGEND
r
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elevation
Color
8.500
9.000
PRePBSEB DITCH CROSSING
9.000
9.500
,
9.500
10-ODD
■
EXISTING
GRADE
12 4
PRep&3EB BERM
k '00
F
J
`80' s �©
KING LOT EL = 10.53
GNMENT
P
fl
LEGEND
r
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
Minimum Elevation
Maximum Elavatiorl
Color
101=
10 -SDD
PRePBSEB DITCH CROSSING
10.500
11.000
,
11.000
11.5D0
■
EXISTING
GRADE
12 4
PRep&3EB BERM
k '00
F
J
`80' s �©
KING LOT EL = 10.53
GNMENT
P
fl
LEGEND
r
F'RBPBSEBSPILLWAY
(PYRAMAT TURF
w
REINFORCEMENT)
Orz
11.500
H
1a w
PRePBSEB DITCH CROSSING
z
(# 57 STONE)
a PRE - CONSTRUCTION LIDAR
0 ELEVATION
PR8P88E8 RIP RAP
( 5” - 12'• CLASS B )
_ STOP OF BERM
DPROP8SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
FR@PASEEI DITCH FILL
..E•FLOW ARROW
I PR8PBSE#3 SLOPE ARROW
PRBPeGEEI
E=d MAJOR PLUG
(LENGTH =100')
is / f PRE)PBSEBMINOR PLUG
fy ��
b
(LENGTH = 50')
SOMDARY
PROPeSEE PIPE AND
Maximum Elevation
RIPRAP
11.500
PRE- CONSTRUCTION
PHASE
SURVEY SPOT ELEVATION
LISTING DITCH
a PRE - CONSTRUCTION LIDAR
0 ELEVATION
18.900
25.000
■
012 50 PRE - CONSTRUCTION SPOT
ELEVATION
A 1--j 12.Q0 * AS -BUILT SPOT GRADES
e �� MOTE:
OF 12 01 THIS LEGEND SUPERCEDES LEGEND ON
OFF: 2A1 C1_2 WHEN CONFLICTING,
48" HD E PIPE ,"< _ a'
V. EL .92
T C9 -2)
�r --'- KING LOT 3 \ --
ARKINGLOTEL =71: —L- L =11.81 Z-
=1040
'HDPEPIPE Qa g�
C,[
t LpPPROX EOP SMALL RD j
12i2
Bs¢ CROSSING [3ET�It
/
F i - EXISTING DITCH =f s� r, , (SE a^HEET C9.1), f
f� r SPLUGGED AT NORTH END} J o
s
(PEE S � .1y` Q
LICE - „r�a r f`_ { . ti ( PHASEI )
AS- GUILTS
y
a ;fix
0
�Y
t�
rSTREAMALIGNAfENT
—PROJECT
SOMDARY
Minimum Elevation
Maximum Elevation
Color
11.500
13.DD0
PHASE
13.000
18 -000
.
18.900
25.000
■
AS- GUILTS
y
a ;fix
0
�Y
t�
rSTREAMALIGNAfENT
—PROJECT
SOMDARY
E]
DENOTES THIS SHEET
-
PHASE 1
PHASE
KEY MAP
0 50 100 150
"Millillillillilli NINE
SCALE IN FEET
a'e m
m
H Eg
�L
L J
D
cn O
v
z
0
tLQml
U7
co
IL
�Z
� Q
c
OE Z
�0
Q
m�
I—
[L ° C7
PRDJ. NO.: 1a02
MAWN BY- RC
DATE 01116114
SHEET'
Lq 4. ?8

MATCH LINE - See She
� o
0
0 0 0 0 0 0 c
nlTrH
�Oh
EXISTING DIF
gy � ary
i
C lhy
i
3
hioff i 1
EXISTING
3g +0R.
:e)PeSEB BERM
lb
A
LEGEND
w
Minimum Elevation
k
ek
u(PYRAMAT TURF
9:000
a
0
9.000
REINFORCEMENT)
■
W c z
10 -000
.
_ <- t ' r THIS LEGEND SUPERCEDES LEGEND ON
N
R�
O
'IT
W
r ..
®
V
UF
• 1`c i1�1
Q
3
hioff i 1
EXISTING
3g +0R.
:e)PeSEB BERM
lb
A
LEGEND
fRePE)SEB SPILLWAY
Minimum Elevation
k
i;Wor
u(PYRAMAT TURF
9:000
s
9.000
REINFORCEMENT)
■
W c z
10 -000
.
_ <- t ' r THIS LEGEND SUPERCEDES LEGEND ON
N
R�
O
�
• I C1.2 WHEN CONFLICTING .
ReP85EB DITCH CROSSING a i
(# 57 STONE) e
BERM SHIFTED 104 EAST DUE TO PReP88EBRIP RAP
ENCROACHMENT ON WEST PROPERTY LINE
{ 5" - 12" CLASS B )
h44iF} POSER TOP OF BERM
EXISTING
GRADE � , ry � TTiar19rScrr8" ROCK PAD
F= ( LARGE SIZE MINE REJECTS)
12.73 } O 0 0
LL
UL �f / 1 DITCH FILL
o °' s "" .._.
.-� -_ RFLOW ARROW
N
f'R9P95E$ SLOPE ARROW
PRBPGSEB
MAJOR PLUG
.50 �•' ' �� (LENGTH = 100')
('2 18;
1
-8-87"'-
8 87' PR9P65E8 MINOR PLUG
1, BEAN (�: (LENGTH = 50')
6 �
fRSPeSEB PIPE AND
12_.541 y a
. } � �� RIPRAP
LL �
LL
Ta $5 PRE- CONSTRUCTIDN 0
7 o tr SURVEY SPOT ELEVATION
o $h PRE - CONSTRUCTION LIDAR
k� M s ELEVATION
U
• 0q9 X12 5Q PRE - CONSTRUCTION SPOT
cn
w f ' ELEVATION �l a z
- 0,-
I I
4 50' 1
FIEL DITCH PLUG
O GRADE ° 0 0 O
BERM SHIFTED 10± EAST DUE TO
CHMENT ON WEST PROPERTY LINT=
c 0 d 0
AIL
Minimum _
AS - BUILT DA7
Minimum Elevation ` Maximum Elevation I Cdor
10.000 1 10 -500
10.500 11 -000
T1.000 71 -500 ■
Minimum Elevation
Maximum Elevation
i;Wor
8.500
9:000
s
9.000
9 -SM
■
9.500
10 -000
.
AS - BUILT DA7
Minimum Elevation ` Maximum Elevation I Cdor
10.000 1 10 -500
10.500 11 -000
T1.000 71 -500 ■
AS -B U I LTS
C12.oa -E�- AS - BUILT SPOT GRADES
Minimum Elevation
Maximum Elevation
Cdor
71.500
93.000
s
tlaocl
16 -000
■
16.000
25.000
■
AS -B U I LTS
C12.oa -E�- AS - BUILT SPOT GRADES
L)
I­ NOTE:
¢ Z
_ <- t ' r THIS LEGEND SUPERCEDES LEGEND ON
�a
O
�
• I C1.2 WHEN CONFLICTING .
W
�
• 1`c i1�1
m
EXISTING DIT$1
AF
T•11S
1A no-
VO{ 71 n 711 _ - -
aa ° L
F STREAM ALIGNMFN1 TE
7 Z8,
--- -aizar crsouvrwar 4
co J
,g fA ❑ DENOtES THIS SHEET J CL
1S 15 PHASE 7
19 I 1 0.v t r']
d P PHASES 0 V
Q
LL
KEY MAP (10 Q
O
0 50 too T%
SCALE IN FEET
PROJ, NO.: 1002
twAWN BY RC
DATE: 01/16114
SHEET: �
C4 j . f 9

_ \
Min
MIT 10k
�
44, 4 r x
a
lw
-�-k DITCH—/
AR FILLED)
� r
Iti II Ic
NO
. I
_I
Q
J
Aj
TABfl!4
lair
h Qi' h° S° \ l 4 �- �0. 0, 0 L t A
I � � ° ♦ X50' - �.:
FIELD DITCH PLUG
1 A¢ G9 HG:50, I 1
y Ir HELD DITC4.LUG a
LEGEND
PRE)POSEB SPILLWAY
w
(PYRAMAT TURF
Color
REiNFORGEMENT)
"
w orz
43.000
m w
p m
PRePOSEE1DITCH CROSSING
a z
he (# 57 STONE)
10 -OW
PRGP65EE#RIP RAP
( S" - 12" CLASS B )
PR6P65EE) TOP OF BERM
DPR6POSEEI I" ROCK PAD
( LARGE SIZE MINE REJECTS)
r / PR6P65EE) DITCH FILL
r r
e�
keP6SEB FLOW ARROW
s PR9P6SEF) SLOPE ARROW
�A PRBPGSEB
MAJOR PLUG
' ► (LENGTH = 100')
PR6PE)SEB MINOR PLUG
(LENGTH= 59)
PROPeSED PIPE AND
RIPRAP
r
PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
• �' PRE - CONSTRUCTION LIDAR
ELEVATION
2 !I
125Q PRE- CONSTRUCTION SPOT
9 �` ELEVATION
1 12.fl0 * AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
j �M.
'w EXISTING DITCH ~ ~ ! 1
J s `
(PARTIALLY FILLED) , , .. r Alit
Y
Or
1
hrr
C �C)
f
A
0, ^y ISM 'S
Ap, A&
Y '
q r
Y - - 0
�
o c WWI © a e -# �_ o o kW,'
EXISTING DITCH
rA 4 { S (PARTIALLY FILLED]
Nit
MAT
t "10 SS
waft-
AS- GUILTS
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
9-OW
43.000
9.000
9 -900
16.000
8.500
10 -OW
.
AS- GUILTS
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
14.000
90 -5D0
43.000
10.540
11 -DW
16.000
71.00
11 -540
■
AS- GUILTS
Minimum Elevation
Maximum Elevation
Color
(1.500
93.000
91 95 1,.% 97
43.000
18 -000
■
16.000
25.000
73
AS- GUILTS
KEY MAP
0 50 100 150
SCALE IN FEET
Is e
5ai€�wi a
u k
�L
tdj ~
M }
CD Z
Q
U
¢o
Jj
0
x
ED
� Q
� J
_J
LL
(f3 O
x
CL O
PZ rta: 1002
DRAWN BY RC
DATE: 01/16/14
SHEET'.
04.80
i 14$ 10}, 4p5
tW I
91 95 1,.% 97
- t 82
83 8i 8i 87 .M
a
701 71 12
73
_
;'TKAra AL. VALC1J7
� 8,
l � 23
--— PROJECT BCiJNOARY
- p--17 it 11
DENOTES O DENOTES THIS SHEET
_ f3 1S-
P{A W 7
I g 1EIr.
�- Sy -- T... PHAiSE3
riysY3��I
KEY MAP
0 50 100 150
SCALE IN FEET
Is e
5ai€�wi a
u k
�L
tdj ~
M }
CD Z
Q
U
¢o
Jj
0
x
ED
� Q
� J
_J
LL
(f3 O
x
CL O
PZ rta: 1002
DRAWN BY RC
DATE: 01/16/14
SHEET'.
04.80

LINE - 1 i0e Sheet 04.91 -=
Wt�
� ���' .,' - A� ♦py, i ,�` i _ -
0C. �4}.. ♦O^y 4` l`` ♦pry w `
�.. �... . O 4 4 p
-_
♦a' 4 � s do �`' ♦p 4 � � � 1 ®ti
4ti
a A � a 0 4
46 # l 4
_ oil] f yQ � _ i ♦p yy ♦p.
IM 4
f
% ♦a♦ .q ♦p� �. ig1 I
t?1 r ►� IVA
t
r
1 f
%p" .gy
>� r rl fi6H5#RF1E S0'
Ar
4 1 ' - 1 it FIELD DITCH PLUG - y
4W N
� 1� � _ � 1 ♦ o. � � �,� ,ter � _ 1 � i i} tia
h 4 - ' c4 � � �• 4 ��rTfdT =i�'�� 4 � .' 4
i
♦pry ,►rye - ♦ +p `� Q��
air
j
c � � '�ag0 - p♦ I
{i, w
I —EXISTING DITCH
(PARTIALLY FILLED)
,I oy 3_r �.
v• 4gtiJ�
6
1 pa
(A;,FL
9
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
9 -000
13.000
9.000
9 -900
■
8.500
10-OW
.
v• 4gtiJ�
6
1 pa
(A;,FL
9
Minimum Elevation
Minimum Elevation
Maximum Elevatim
Color
101]00
10 -500
13.000
10.900
11 -DD0
S61]00
11.000
11 -500
■
v• 4gtiJ�
6
1 pa
(A;,FL
9
04,11
0 0
ty
0 • s.
_ A;
A5- BUILTS
REV. No. DATE DESCFUPTipN.
LEGEND
Minimum Elevation
Maximum Elevation
Color
11.500
93 -000
"
w orz
13.000
16 -000
■
S61]00
25.000
ELEVATION
04,11
0 0
ty
0 • s.
_ A;
A5- BUILTS
REV. No. DATE DESCFUPTipN.
LEGEND
f'R9P9FiE$SPILLWAY
w
u{PYRAMAT TURF
I,
REINFORCEMENT)
"
w orz
I%§ 9T
C) a
PRePOSEB DITCH CROSSING
z
L] (# 57 STONE)
ELEVATION
�7 PRBPOSEE#RIP RAP
PRE - CONSTRUCTION SPOT
5" - 12" CLASS B ]
_ PR6P95E9 TOP OF BERM
PR6PeSEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
/ PR6P65ESDITCH FILL
keP6SEB FLOW ARROW
PR9P65EB SLOPE ARROW
PRBPGSEB
MAJOR PLUG
(LENGTH = 100')
-PR6P65€B MINOR PLUG
(LENGTH = 59)
F'149r96c ^c PIPE AND
RIPRAP
�y
PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LID
1 j.
1W ,
I%§ 9T
as
82 ;a7: 9d '&i. 87 .89
AR
W `
ELEVATION
X1250
PRE - CONSTRUCTION SPOT
ELEVATION
12.00
AS - BUILT SPOT GRADES
NOTE:
43
1 j.
KEY MAP
0 50 700 150
SCALE IN FEET
�gPlE�ai
5a��wi a
u k
�L
Z� U
M1 Z
M
a
Q
U
<Z
¢0 [if
4
LL
m
z
� Q
� J
__j
Z
U —
L
LL
o
x
H
O V
Z rya: 1002
DRAWN BY RC
DATE: 01/16/14
SHEET:
04.81
1W ,
I%§ 9T
as
82 ;a7: 9d '&i. 87 .89
EC
'Fc 55
' '57 a6 I'm I'S I" I ax,
{ 53 54
43
as
fn _
i 3B,3�
-,
.','TRICAM AL�G . ALUJ7
23
— PROJECT BOUAVARY
- -i4.
O DENOTES THIS SHEET
1S-
P7iA5E7
IV
6 7''
PHASE.T
I_
KEY MAP
0 50 700 150
SCALE IN FEET
�gPlE�ai
5a��wi a
u k
�L
Z� U
M1 Z
M
a
Q
U
<Z
¢0 [if
4
LL
m
z
� Q
� J
__j
Z
U —
L
LL
o
x
H
O V
Z rya: 1002
DRAWN BY RC
DATE: 01/16/14
SHEET:
04.81

I
Y
I
at
i� ►
*0
41
I y
► � i 4 Op �
y ` a^
i
g FIELD je+ 54" DITCH PLUG
I®
l
44
f B,
EXIS
` �j
f \� 4 kI
i
If Of
+>g - +
Wp _z
' 1''
AS
_ PR6P95E9
Minimum Elevation
Minimum Elevation
ation
Color
777
f
10.500
11 -DDO
■
11.000
11.500
.
Wp _z
' 1''
AS
FIELQ DITCH PLUG
c
_ PR6P95E9
Minimum Elevation
Minimum Elevation
Maximum Elevation
Colo[
101 m0
10.500
f
10.500
11 -DDO
16.000
11.000
11.500
■
FIELQ DITCH PLUG
c
1 jr $1
�41k
L
A5- BUILTS
IM4
a° M
,
a r �� .►
LEGEND
_ PR6P95E9
Minimum Elevation
Maximum Elevation
Odor
11.500
13.DD0
r / PR6P65EEDITCH
13.000
18.080
■
16.000
25.000
MAJOR PLUG
1 jr $1
�41k
L
A5- BUILTS
IM4
a° M
,
a r �� .►
LEGEND
_ PR6P95E9
PRE)POSEB SPILLWAY
w
8" ROCK PAD
u(PYRAMAT TURF
MINE REJECTS)
r / PR6P65EEDITCH
REINFORCEMENT)
w orz
PRE)P65EF)
SLOPE ARROW
o a
MAJOR PLUG
PRePBSEB DITCH CROSSING
z
J
i PR6PE)SE6MINOR
I (# 57 STONE)
PR6PB5EERIP RAP
( S" - 12" CLASS B )
_ PR6P95E9
TOP OF BERM
DPRBP9SEB
8" ROCK PAD
( LARGE SIZE
MINE REJECTS)
r / PR6P65EEDITCH
FILL
+... -_ ""�IP88E=FLOW ARROW
PRE)P65EF)
SLOPE ARROW
MAJOR PLUG
(LENGTH = 100')
J
i PR6PE)SE6MINOR
PLUG
(LENGTH = SO')
P%P6SSEEfPIPE AND
�® RIPRAP
�5 PRE - CONSTRUCTION
' SURVEY SPOT ELEVATION
eh PRE - CONSTRUCTION LIDAR
ELEVATION
Z� U
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
a
11.40 AS -BUILT SPOT GRADES Q
NOTE: U
¢ z F
J 0 �
THIS LEGEND SUPERCEDES LEGEND ON 4
LL
C1.2 WHEN CONFLICTING. �
w
ED
NI Y,73 1 31
- pia le
ll I 9
I a-L
CL
r
L
� J
__J CL
Z
LL
KEY MAP (6 O Q
x
H
- 00
0 50 700 150
SCALE IN FEET
PRDJ. NO.: 1002
DRAWN BY RC
:EV.No. Dare DESCRIPTION DATE: 01116114
- SHEET'.
-
Lq 4.8�

+
e!iS:FRHe:F 5o,
LD DITCH PLUG 's 1p
%
0
-F-Jwe �,3.MW
0
C3
0 0 0 0 0
- EXISTING DITCH
(PARTIALLY FILLED)
0 C, a C
III
Minimumi Eli Maximum Elevation
0-ow 7.500
7.500 8.000
Li &DIDD 8.500
A-
1Q,
FIELD DITCH PLUG
6'
4
IN
1 'C5
9tR4ff 513'
FIELD DITCH PLUG
=Now -
,CH t11
I
_7
it — I"I
!
-OI- (5"-12" CLASS B)
L Sr �
PR6PE)5EE) TOP OF BERM
I j7, PRE)PeSEB 8" ROCK PAD
J: 6-
r (LARGE SIZE MINE REJECTS)
PR6PE)5EE) DITCH FILL
5
PREIPE)SEB FLOW ARROW
Ot ~B 'SLOPE ARROW
4
MAJOR PLUG
(LENGTH = 100')
00*
I
PR8PE)SEB MINOR PLUG
-7 f
(LENGTH = 59)
PROPeSED PIPE AND
RIPRAP
tU b PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
PRE-CONSTRUCTION LIDAR
LIJ 0 ELEVATION
X175D PRE-CONSTRUCTION SPOT M z
ELEVATION
(12,00 o AS - BUILT SPOT GRADES
0
NOTE: L)
< Z I.—
J 0 [if
THIS LEGEND SUPERCEDES LEGEND ON 0
LL
C1.2 WHEN CONFLICTING.
w
0
LEGEND
Minimum Elevation
Minimum Elevation
Maximum Elevation
Wor
8,500
9-OW
13.000
9.000
9-900
■
9.600
10-OW
E
I
_7
it — I"I
!
-OI- (5"-12" CLASS B)
L Sr �
PR6PE)5EE) TOP OF BERM
I j7, PRE)PeSEB 8" ROCK PAD
J: 6-
r (LARGE SIZE MINE REJECTS)
PR6PE)5EE) DITCH FILL
5
PREIPE)SEB FLOW ARROW
Ot ~B 'SLOPE ARROW
4
MAJOR PLUG
(LENGTH = 100')
00*
I
PR8PE)SEB MINOR PLUG
-7 f
(LENGTH = 59)
PROPeSED PIPE AND
RIPRAP
tU b PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
PRE-CONSTRUCTION LIDAR
LIJ 0 ELEVATION
X175D PRE-CONSTRUCTION SPOT M z
ELEVATION
(12,00 o AS - BUILT SPOT GRADES
0
NOTE: L)
< Z I.—
J 0 [if
THIS LEGEND SUPERCEDES LEGEND ON 0
LL
C1.2 WHEN CONFLICTING.
w
0
LEGEND
Minimum Elevation
Minimum Clavajori
Maximum EkwaWn
Color
101=
10-SDD
13.000
lDM
I I _DD0
16.000
11.000
11-500
■
I
_7
it — I"I
!
-OI- (5"-12" CLASS B)
L Sr �
PR6PE)5EE) TOP OF BERM
I j7, PRE)PeSEB 8" ROCK PAD
J: 6-
r (LARGE SIZE MINE REJECTS)
PR6PE)5EE) DITCH FILL
5
PREIPE)SEB FLOW ARROW
Ot ~B 'SLOPE ARROW
4
MAJOR PLUG
(LENGTH = 100')
00*
I
PR8PE)SEB MINOR PLUG
-7 f
(LENGTH = 59)
PROPeSED PIPE AND
RIPRAP
tU b PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
PRE-CONSTRUCTION LIDAR
LIJ 0 ELEVATION
X175D PRE-CONSTRUCTION SPOT M z
ELEVATION
(12,00 o AS - BUILT SPOT GRADES
0
NOTE: L)
< Z I.—
J 0 [if
THIS LEGEND SUPERCEDES LEGEND ON 0
LL
C1.2 WHEN CONFLICTING.
w
0
EXISTING DITCH MR"
--,-(PARTIALLY FILLED)
0 0
II
LEGEND
Minimum Elevation
Maximum Elevation
PREPOSEB SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
orz
a m
1w,
PRePOSEB DITCH CROSSING
(# 57 STONE)
13.000
I 1
PROPOSE) RIP RAP
16.000
EXISTING DITCH MR"
--,-(PARTIALLY FILLED)
0 0
II
AS- GUILTS
Minimum Elevation
Maximum Elevation
Color
11.500
13-000
13.000
16-0100
■
16.000
25.000
AS- GUILTS
2!
_j
<
LL
KEY MAP CL5 O <
[L
0 LJ
a so 1100 1150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
W. No. DATE DESCRIPTION DATE: 01116/14
-- -- --
04.83
53
4
STREAM AUGNMENT
23
PROJECTSOLIADARY
is Ill-
E]
DENOTES THIS SHEET
14,
PHASE
7 10,
PHASE3
2!
_j
<
LL
KEY MAP CL5 O <
[L
0 LJ
a so 1100 1150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
W. No. DATE DESCRIPTION DATE: 01116/14
-- -- --
04.83

U o f 0
C3
LEGEND
Minimum EWvipjm
Maximum Elevation
Color
PRePE)SEB SPILLWAY
13.000
—PROJECT BOUNDARY
lo.mo
11-000
(PYRAMAT TURF
71.000
X12 5D PRE-CONSTRUCTION SPOT
4;,.
REINFORCEMENT)
01
_j
CL
x; -50' i
PHASE I
AS - BUILT SPOT GRADES
o w
FIELD DITCH PLUG
0
a:
L)
NOTE:
< Z
0
PReP85EB DITCH CROSSING
z
THIS LEGEND SUPERCEDES LEGEND ON
�
(# 57 STONE)
zo
<
cj
PRePE8EB RIP RAP
0
5" - 12" CLASS B
PROPOSEE) TOP OF BERM
PROP19SEB F' ROCK PAD
(LARGE SIZE MINE REJECTS)
PRISPOSEE) DITCH FILL
A 8r3EEl •FLOW ARROW
P Re P 9F7F 8 SLOP F ARROW
PREIPGSEB
L C MAJOR PLUG
(LENGTH = 100')
II
4t
dr PR9pe5E8 MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
F
j ° P
9 RIPRAP
LLJ
PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
eh PRE-CONSTRUCTION LIDAR
14 w
Minimum EWvipjm
Maximum Elevation
Color
ELEVATION
13.000
—PROJECT BOUNDARY
lo.mo
11-000
■
71.000
X12 5D PRE-CONSTRUCTION SPOT
4;,.
11 Is DENOTES THIS SHEET
ELEVATION
_j
CL
PHASE I
AS - BUILT SPOT GRADES
:, M
0
PHASE 3
0
a:
L)
NOTE:
< Z
0
THIS LEGEND SUPERCEDES LEGEND ON
�
KEY MAP
(100
<
0)
Its jL,
0 0 Exi&_TiNG DITCH 0",
11 (PARTIALLY FILLED)
L
4M"-
j1py d ;;ll
A Mai
A
eeNGTRUeT
FIELD DITCH PI 1 IG
Aw
0
MEN&
SLAILT
Minimum EW"lion Maximum Elevation Color Mi.Iu.Ew,&U. I Maximum F-atiM Wor
8.500 9-DH
7.509 8.000 ■ 9.000 9-500 s
8.000 8.500 10-000 ■
AS-BUILTS
Minimum EWvipjm
Maximum Elevation
Color
10.000
13.000
—PROJECT BOUNDARY
lo.mo
11-000
■
71.000
11-500
■
AS-BUILTS
Minimum ElwyAon
Maximum Elevation
Color
11.500
13.000
—PROJECT BOUNDARY
tlaocl
16-000
■
16.000
25.000
■
AS-BUILTS
DATE: 01M6114
SKEET
04.84
—PROJECT BOUNDARY
<
22
cz
11 Is DENOTES THIS SHEET
_j
_j
CL
PHASE I
Z) <
X
(D
PHASE 3
0
a:
z
7C3
,
C LL
Cl
KEY MAP
(100
<
fl
0
ua
0 510 too 1510
SCALE IN FEET
PROJA40. 1002
twAWN BY RC
DATE: 01M6114
SKEET
04.84

I_ I
t
s
i
i
LEGEND
� i H
"'• \if = PRBPBSEBSPILLWAY
w .F,
v { (PYRAMAT TURF
REINFORCEMENT) oz
rn w
o a
' PR@F'ASEB DITCH CROSSING
(# 57 STONE)
a �, RBP88E9RIP RAP
1 { 5" - 12" CLASS B )
>, _) TOP OFBERM
4 PROPOSEB 87 ROCK PAD
D ( LARGE SIZE MINE REJECTS)
RE)PASEE3 DITCH FILL
..?FLOW ARROW
P R6P95E#3 SLOP F ARROW
h;
PR9P95Ef3
r v MAJOR PLUG
(LENGTH =100')
1 t-
` - PR9P65EBMINOR PLUG
Mlnimum Elevation Maximum Elevation Cider Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevatim Color
3 0.080 7.500 ■ 8.500 9 -OW 14.000 10.500
r 1 -500 9.000 ■ 9.000 9 -50i:t ■ 10.540 11.000 ,
Y 8.7180 6.500 �' 9.500 10 -OW . 71.000 11.57/0 ■
Minimum Elevation
Maximum Elevation
Color
(LENGTH = SO')
13.000
MU7
I
18.080
■
SB.000
25.008
fRBF95EE PIPE AND
_
RIPRAP
PRE - CONSTRUCTION
�
�I
t�5
SURVEY SPOT ELEVATION
PRE- CONSTRUCTION LIDAR
�?
0 ELEVATION
�tc
`te"STR IST50'
N� I
PRE CONSTRUCTION SPOT
X12 SQ
a
FIELD DITCH
FIELD DITCH PLUG
ELEVATION
-
�i
@'
11.40 AS - BUILT SPOT GRADES
NOTE:
0
<Z
THIS LEGEND SUPERCEDES LEGEND ON
O
C1.2 WHEN CONFLICTING.
fi
J U U
Uyti
_.
U
m
- EXISTING DITCH
( PARTIALLY FILLED _
PIr F
I `
."- EXISTING DITCF
(PARTIALLY FILLED
-
f
too :es
f(
o
a
u+ 94 n p,
$
tj 62 63: 04 M $7 88
A i.
gq
VU t T3
.tom
O
STREAM ALtGNMCNT
TC
2!
PROJECT BOUNDARY
- ❑ DENOTES THIS SKEET
_j
PHASE 7
Q
t
PHASE 3
[}
�
Q
Mlnimum Elevation Maximum Elevation Cider Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevatim Color
3 0.080 7.500 ■ 8.500 9 -OW 14.000 10.500
r 1 -500 9.000 ■ 9.000 9 -50i:t ■ 10.540 11.000 ,
Y 8.7180 6.500 �' 9.500 10 -OW . 71.000 11.57/0 ■
AS- GUILTS
LL
KEY MAP Q
2
0 50 100 150
SCALE IN FEET
PRDJ. NO.: 1002
DRAWN BY- RI.
EmTE: 01116114
SHEET:
04.85
Minimum Elevation
Maximum Elevation
Color
(1.500
13.000
MU7
43.000
18.080
■
SB.000
25.008
AS- GUILTS
LL
KEY MAP Q
2
0 50 100 150
SCALE IN FEET
PRDJ. NO.: 1002
DRAWN BY- RI.
EmTE: 01116114
SHEET:
04.85

1 ^•� — •I-
19 r
} ♦�
` � � "dry ``� • O � � �-
�9 . !
b
r •0���1 X91
-11 O
r. �. ♦ r
1 ` _
_ eeP46:FRWe:F 50'___
l FIELD WTCH PLUG
11ID
�� � v Y �' lJ •� i �I 7
1 s ' T _a !�
t
IL� •
�411IL '•v
JV,-; •. 1 .lob � ,.IC I �
�► { -1 EXISTING DITCH
(PARTIALLY FILLED)
0 r
'y �
rd� N� t A I'°I• lit as _
� ! ] .0'+ t7 j ONO -I- D F
1 FIELD DITCH PLUG
r,• «I I
dr ..
uEXISTING DIT o i ►
(PARTIALLY�s 1• +i �' " �'
^.i
tia• ON t t I
i
�+ �.• � ,�` ', t 1D1__µ /-' �� Ot'�j I� "'
4 �b
NL
r - Y '♦ ! I,
Minimum Elevalion Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
0.000 7.500 8.500 9:000 10.000 10.500 11.500 13.000
7.500 6.000 ■ 9.000 9.500 ■ 10.500 11.000 ■ 13.000 18.000 ■
8.000 8.590 ■ 9.500 10.000 ■ 11.000 11.500 ■ 16.000 25.000 .
AS- GUILTS
r
I!
i
REV. No, DATE DE$CRIPTION.
LEGEND
PRE)POSEB SPILLWAY
k
(PYRAMAT TURF
REINFORCEMENT)
o z
PReP95EE3DITCH CROSSING
a i
(tt 57 STONE)
PRBPOSEE#RIP RAP
( S" - 12" CLASS B )
PRISPBSED TOP OF BERM
PR6P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PR61P65ED DITCH FILL
. -..- PlRAPE)SEEIFLOW ARROW
MAJOR PLUG
(LENGTH = 100')
PR'9POSEB MINOR PLUG
-
(LENGTH= 50 ")
PROP9SEE)PIPE AND
RIPRAP
1 &h PRE - CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
`R1 ELEVATION
4 PRE - CONSTRUCTION SPOT
X1250 ELEVATION
12.00)# AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
c
■
AL
y �D
9
STREAM ALIGNMENT
— PROJECT BOUNDARY
O DE0VK7TES PHISSHEET
. PHASE 7
PHHASE3
KEY MAP
0 % ion tau
SCALE IN FEET
v a6
m -m
Aa` '2 Uz
4 J
fv �
M }
Q
Q
¢0 Ir
4
LL
x
m
a)
C6
CL
� J
C.
Z
LL
CL(6 O
x
1
(
O r ,I
N
PRQJ. NO.: 1
❑RAWk BY RC
QMTE: 01116/14
SHEET
04.8E

i
T I
vim
sit
dim-
�.
" EXISTING D C
IT H
NUB 44er ., j
Mw
t
L^ O v
i
FIELD DITCH PLUG
ar rlrr i
CO
r
r�
d { o
e +1 1.
A.
Am
Minimum Elevalion Maximum Elevmion CaM1r
3 OA00 4.500 ■
S 7.500 9.000 ■
a 8.000 8.500 �!
J
EXISTING DITCH
(PARTIALLY FILLED)
k
LEGEND
PRBPBSED
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8.500
9.000
13.000
9.000
8.900
16A00
8.500
10-OW
.
J
EXISTING DITCH
(PARTIALLY FILLED)
k
LEGEND
PRBPBSED
Minimum Elevation
Minimum Elevation
Maximum Elavatiorl
Color
101=
10 -SD0
13.000
10.500
11.000
16A00
11.000
11.51/0
■
J
EXISTING DITCH
(PARTIALLY FILLED)
k
LEGEND
PRBPBSED
Minimum Elevation
Maximum Elevation
Color
11.500
13.000
r / PR13P65ED
13.000
18.000
■
16A00
25.000
PRBPGSEB
MAJOR PLUG
J
EXISTING DITCH
(PARTIALLY FILLED)
k
LEGEND
PRBPBSED
PRE)POSEB SPILLWAY
N
w
8" ROCK PAD
(PYRAMAT TURF
MINE REJECTS)
r / PR13P65ED
REINFORCEMENT)
c z
PRE)P8SEB
SLOPE ARROW
m
o IL
PRBPGSEB
MAJOR PLUG
2OP9SED PIPE AND
(LENGTH = 100')
- PRBP65€B
PRePEI DITCH CROSSING
z
(# 57 STONE)
PRBPOSEE#RIP RAP
I( S" - 12" CLASS B )
PRBPBSED
TOP OF BERM
DPRE)P9SEB
8" ROCK PAD
( LARGE SIZE
MINE REJECTS)
r / PR13P65ED
DITCH FILL
kePE)SEB FLOW ARROW
PRE)P8SEB
SLOPE ARROW
14
PRBPGSEB
MAJOR PLUG
2OP9SED PIPE AND
(LENGTH = 100')
- PRBP65€B
MINOR PLUG
A5- BUILTS
jjj'_ •_.
gg tW IOt*
(LENGTH = 59)
'
81 82 i 89:, 9d BS 94
!
2OP9SED PIPE AND
RIPRAP
,j
�h PRE - CONSTRUCTION
Q
23
SURVEY SPOT ELEVATION
to _ 18, O DENOTES THIS SHEET
' 1 <.
�_
C
CL
'b? PRE - CONSTRUCTION LIDAR
¢
T PHASE.T
''
Q ELEVATION
LL
r
PRE- CONSTRUCTION SPOT
X1256
(6 O
Q
2
H
ELEVATION
O
r ,I
11.40 AS -BUILT SPOT GRADES
Q
L.J
0 so l00 1150
NOTE:
¢ z F
PRDJ. NO.:
1002
DRAWN BY
J 0
THIS LEGEND SUPERCEDES LEGEND ON
O
LL
C1.2 WHEN CONFLICTING.
m
A5- BUILTS
jjj'_ •_.
gg tW IOt*
'
81 82 i 89:, 9d BS 94
89
+B
. 43 ae
'.22 rr
PROJECT BOUAVARY
Q
23
to _ 18, O DENOTES THIS SHEET
' 1 <.
�_
C
CL
PHASE 1
¢
T PHASE.T
''
= �}
LL
KEY MAP
(6 O
Q
2
H
O
r ,I
�
L.J
0 so l00 1150
SCALE IN FEET
PRDJ. NO.:
1002
DRAWN BY
RC
DATE: 01116/14
SHEET:
04.87

+I
{11
III
I
,Ili
I 'l,
LIPIE - ee Sh
lQ S
•
r
a
- r
e
4
-EXISTING DITCH a�
(PARTIALLY FILLFD)
f
i'
Qp__� 50' A FIELD DITCH PL6G
}
i
1
r
1:31 D
J.jrf��� -C Jam`
11 6l V
A
a V
- „ v
ell
a
[3 c 4k
r ICI
., - l '� (,'
a 1 b 'bra
C� I,
0�1
r7 °fl d 1 °
typ p C`ty q� e a L7
v
0g. U
p 6� � a
Y -
41 L ��
r G E dam'4
L"' _ _ '�' 1 b 5[ t'h j} gyp•. L`'� �6.
p I 00 P a© o c _
D o
�21 r
q \ vk tl �Cv� q� ,-::I
T DITCH J; �J S r © 4J i1 <7 ° a
44'
rj 12.51
MATel t>
v EXISTING O is r © 0
GRADE . d
l
{'R6PBSEB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
8.500
9.000
9.000
9.900
■
9.500
10.000
■
r
1:31 D
J.jrf��� -C Jam`
11 6l V
A
a V
- „ v
ell
a
[3 c 4k
r ICI
., - l '� (,'
a 1 b 'bra
C� I,
0�1
r7 °fl d 1 °
typ p C`ty q� e a L7
v
0g. U
p 6� � a
Y -
41 L ��
r G E dam'4
L"' _ _ '�' 1 b 5[ t'h j} gyp•. L`'� �6.
p I 00 P a© o c _
D o
�21 r
q \ vk tl �Cv� q� ,-::I
T DITCH J; �J S r © 4J i1 <7 ° a
44'
rj 12.51
MATel t>
v EXISTING O is r © 0
GRADE . d
LJ vJ 3CISTINGDITCH
o�. a.
� L7
Lp
AS- GUILTS
LEGEND
l
{'R6PBSEB SPILLWAY
Minimum Elevation
Maximum Elevsborl
Color
10.000
10.500
10.500
11.000
■
11.000
11.500
■
LJ vJ 3CISTINGDITCH
o�. a.
� L7
Lp
AS- GUILTS
LEGEND
l
{'R6PBSEB SPILLWAY
Minimum Elevation
Maximum Elevation
Color
11.500
93.000
43.000
18.000
■
16.000
25.000
PRBP88E9RIP RAP
LJ vJ 3CISTINGDITCH
o�. a.
� L7
Lp
AS- GUILTS
LEGEND
l
{'R6PBSEB SPILLWAY
w
(PYRAMAT TURF
REINFORCEMENT)
C:
rn w
PRePBSEB DITCH CROSSING
c"9
(# 57 STONE)
L_Tj
PRBP88E9RIP RAP
1 i53 54
( 5" - 12" CLASS B )
_ STOP OF BERM
DPROPOSEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRePASEE3 DITCH FILL
..?FLOW ARROW
I— PRePBSE#3SLOPFARROW
=Ed MAJOR PLUG
(LENGTH =100')
—PRE)PGSEBMINOR PLUG
(LENGTH = 59)
PRBPISSEI1 PIPE AND
RIPRAP
t$� PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
�? PRE- CONSTRUCTION LIDAR
D ELEVATION
X12 5Q PRE CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1_2 WHEN CONFLICTING.
KEY MAP
0 so 106 15o
SCALE IN FEET
�n
Eta
Aai€�w�i
�k
�u
s
41
Z U
z
in 0
Z
v
0
O
L[.
U)
cu
ILL
C
2
� V
Pltcu.lyo.: 1002
DRAWN BY- RC
DATE. 01116114
SHEET'.
04.88
i 14$ 10}, 405
WF_%T_1M I
Bl 95 X95 97
ai 82
: a7: 94 05 67 .89
c"9
ha 1 T1 2
?S
N.. 11, 110TWiT
1 i53 54
in
3�
t
{ `
.','TKAM AL.1GNME1JT
� sa
1`l
p.
— _ _
—PROJECT BCiJNOARY
`
y,
7--�J"�ja
E] DENOTES THIS SHEET
13 1S-
Pl{A$E7
� g 111x.
6 T...
PHASE.O
KEY MAP
0 so 106 15o
SCALE IN FEET
�n
Eta
Aai€�w�i
�k
�u
s
41
Z U
z
in 0
Z
v
0
O
L[.
U)
cu
ILL
C
2
� V
Pltcu.lyo.: 1002
DRAWN BY- RC
DATE. 01116114
SHEET'.
04.88

09w
I�
a
A YO
�^ - ,. EXISTI
EXISTING DITCH 0 ,/
J
a
0 0�4
v
b LTUll
P I}. g �p ❑ �ry cos 4
U
a 0° �C� 0 0 0
P
n o D o f e EXISTING DITCH
L ITCFI " 4XISTING DITCH 1N� H
f�}J EX 5 0 15, MP NORTH
� ,I • 6 I N. .61 .
a S.
al +
6
�
g
C: tY C O ? C -
,i�I,
Y
� Q
n
0 11 O1�.. V Y a a� a 0 1
II TOP OF BANK
4 r�
ay EXIST4NG DITCH 3� a XISTING DITCH a EXISTING DIT
C C G G C C
ID
s
R1 A;1 9
O I. C 0 0 0 C C
NORTH PROP _
AL NT `
LL
m ! I
MATCH LINE - See Sheet 04.79 4
Minimum Elevation
Maximum ElevB*m
CWor
8.500
9 -dOd
z
0
9 -5DD
0�
9.500
1D:ODD
0
A YO
�^ - ,. EXISTI
EXISTING DITCH 0 ,/
J
a
0 0�4
v
b LTUll
P I}. g �p ❑ �ry cos 4
U
a 0° �C� 0 0 0
P
n o D o f e EXISTING DITCH
L ITCFI " 4XISTING DITCH 1N� H
f�}J EX 5 0 15, MP NORTH
� ,I • 6 I N. .61 .
a S.
al +
6
�
g
C: tY C O ? C -
,i�I,
Y
� Q
n
0 11 O1�.. V Y a a� a 0 1
II TOP OF BANK
4 r�
ay EXIST4NG DITCH 3� a XISTING DITCH a EXISTING DIT
C C G G C C
ID
s
R1 A;1 9
O I. C 0 0 0 C C
NORTH PROP _
AL NT `
LL
m ! I
MATCH LINE - See Sheet 04.79 4
LEGEND
' PRBPBSEB SPILLWAY G
D(PYRAMAT TURF
aNI! �`�' � ON Q� °ry o ° NO
REINFORCEMENT) `� o � a
PRBPOSEf+DITCH CROSSING a
{# 57 STONE} a
EXISTING DITCH
EXISTING DITCH PRePBSE&RIP RAP
(5" - 12" CLASS B)
ry ti
u a o
_ PR$PASE�TOP OF BERM b
0, q 0 c7 V 0 I
ION PROPOSEB 87 ROCK PAD
I r c ( LARGE SIZE MINE REJECTS) 038 $ o
u PR9RB9EBDiTCH �, r
r rf / FRE)PASEf) DITCH FILL y1
PROPERTY LINE.; CENTERLINE
ALIGNMENT -. 54 +00.40 (F -F m ' a
+20 -00 (F -F-) + ""O E?FLOW ARROW A a z
f'ReP95E)SLOPFARROW � k
PRBPB5EB
-� - - - - - MAJOR PLUG
- - (LENGTH =100') s
_ I PRE)P65EBMINOR PLUG
(LENGTH = S4')
fR9i�5EB PIPE AND
LL -- - -
1
- I 1 �® RIPRAP
Q
c
54+00.00 (F -F) a5 PRE-CONSTRUCTION
52 +20.00 (F F -) BERM SURVEY SPOT ELEVATION Al
? PRE CONSTRUCTION LIDAR
1 PH2 N CENTER LINE OF BEWA
a -- : C ELEVATION
C - ALIGNMENT
4SEE)12.50 PRE - CONSTRUCTION SPOT a
SPILLWAY DETAIL �- ' ELEVATION � EXISTING SHEET ' AS - BUILT SPOT GRADES O
12.00
010.1 & C102) GRADE W` v 0
4
126 �_ NOTE: z F
+
BERM SHIFTEp 10+ SOUTH �� THIS LEGEND SUPERCEDES LEGEND ON J O
IQ" I PH2 N CENTER LINE OF BERM �a- D.UE TO ENCROACWEN7 ^ C1_2 WHEN GON''FLICTiNG, LL LL
ALIGNMF 0 %N NORTH PROI?E'1RTY LINE (�
Q m
TOP OF BANK
O �
LM1
4C
0 C
S E,
PlRepoqEv BERM
BERM SHIFTED 10+ EAST DUE TO
W
U)
Z
c
J
O
_ �LL
ENCROACHMENT ON WEST PROPERTY LINE' KEY MAP (13 D
11 �
0 54 146 156
B SCALE IN FEET
PRa. NO.: 1002
DRAWN BY- RC
Ev.No. DATE DESCRIPTION DATE: 01116114
SHEET:
A5- BUILTS 04.89
1
Minimum Elevation
Maximum ElevB*m
CWor
8.500
9 -dOd
z
9.000
9 -5DD
■
9.500
1D:ODD
■
LEGEND
' PRBPBSEB SPILLWAY G
D(PYRAMAT TURF
aNI! �`�' � ON Q� °ry o ° NO
REINFORCEMENT) `� o � a
PRBPOSEf+DITCH CROSSING a
{# 57 STONE} a
EXISTING DITCH
EXISTING DITCH PRePBSE&RIP RAP
(5" - 12" CLASS B)
ry ti
u a o
_ PR$PASE�TOP OF BERM b
0, q 0 c7 V 0 I
ION PROPOSEB 87 ROCK PAD
I r c ( LARGE SIZE MINE REJECTS) 038 $ o
u PR9RB9EBDiTCH �, r
r rf / FRE)PASEf) DITCH FILL y1
PROPERTY LINE.; CENTERLINE
ALIGNMENT -. 54 +00.40 (F -F m ' a
+20 -00 (F -F-) + ""O E?FLOW ARROW A a z
f'ReP95E)SLOPFARROW � k
PRBPB5EB
-� - - - - - MAJOR PLUG
- - (LENGTH =100') s
_ I PRE)P65EBMINOR PLUG
(LENGTH = S4')
fR9i�5EB PIPE AND
LL -- - -
1
- I 1 �® RIPRAP
Q
c
54+00.00 (F -F) a5 PRE-CONSTRUCTION
52 +20.00 (F F -) BERM SURVEY SPOT ELEVATION Al
? PRE CONSTRUCTION LIDAR
1 PH2 N CENTER LINE OF BEWA
a -- : C ELEVATION
C - ALIGNMENT
4SEE)12.50 PRE - CONSTRUCTION SPOT a
SPILLWAY DETAIL �- ' ELEVATION � EXISTING SHEET ' AS - BUILT SPOT GRADES O
12.00
010.1 & C102) GRADE W` v 0
4
126 �_ NOTE: z F
+
BERM SHIFTEp 10+ SOUTH �� THIS LEGEND SUPERCEDES LEGEND ON J O
IQ" I PH2 N CENTER LINE OF BERM �a- D.UE TO ENCROACWEN7 ^ C1_2 WHEN GON''FLICTiNG, LL LL
ALIGNMF 0 %N NORTH PROI?E'1RTY LINE (�
Q m
TOP OF BANK
O �
LM1
4C
0 C
S E,
PlRepoqEv BERM
BERM SHIFTED 10+ EAST DUE TO
W
U)
Z
c
J
O
_ �LL
ENCROACHMENT ON WEST PROPERTY LINE' KEY MAP (13 D
11 �
0 54 146 156
B SCALE IN FEET
PRa. NO.: 1002
DRAWN BY- RC
Ev.No. DATE DESCRIPTION DATE: 01116114
SHEET:
A5- BUILTS 04.89
1
Minimum Elevatan
Maximum Elevsbw
Cdor
74.000
10 -500
z
70.540
17 -DDO
■
71.000
77 -590
�'
LEGEND
' PRBPBSEB SPILLWAY G
D(PYRAMAT TURF
aNI! �`�' � ON Q� °ry o ° NO
REINFORCEMENT) `� o � a
PRBPOSEf+DITCH CROSSING a
{# 57 STONE} a
EXISTING DITCH
EXISTING DITCH PRePBSE&RIP RAP
(5" - 12" CLASS B)
ry ti
u a o
_ PR$PASE�TOP OF BERM b
0, q 0 c7 V 0 I
ION PROPOSEB 87 ROCK PAD
I r c ( LARGE SIZE MINE REJECTS) 038 $ o
u PR9RB9EBDiTCH �, r
r rf / FRE)PASEf) DITCH FILL y1
PROPERTY LINE.; CENTERLINE
ALIGNMENT -. 54 +00.40 (F -F m ' a
+20 -00 (F -F-) + ""O E?FLOW ARROW A a z
f'ReP95E)SLOPFARROW � k
PRBPB5EB
-� - - - - - MAJOR PLUG
- - (LENGTH =100') s
_ I PRE)P65EBMINOR PLUG
(LENGTH = S4')
fR9i�5EB PIPE AND
LL -- - -
1
- I 1 �® RIPRAP
Q
c
54+00.00 (F -F) a5 PRE-CONSTRUCTION
52 +20.00 (F F -) BERM SURVEY SPOT ELEVATION Al
? PRE CONSTRUCTION LIDAR
1 PH2 N CENTER LINE OF BEWA
a -- : C ELEVATION
C - ALIGNMENT
4SEE)12.50 PRE - CONSTRUCTION SPOT a
SPILLWAY DETAIL �- ' ELEVATION � EXISTING SHEET ' AS - BUILT SPOT GRADES O
12.00
010.1 & C102) GRADE W` v 0
4
126 �_ NOTE: z F
+
BERM SHIFTEp 10+ SOUTH �� THIS LEGEND SUPERCEDES LEGEND ON J O
IQ" I PH2 N CENTER LINE OF BERM �a- D.UE TO ENCROACWEN7 ^ C1_2 WHEN GON''FLICTiNG, LL LL
ALIGNMF 0 %N NORTH PROI?E'1RTY LINE (�
Q m
TOP OF BANK
O �
LM1
4C
0 C
S E,
PlRepoqEv BERM
BERM SHIFTED 10+ EAST DUE TO
W
U)
Z
c
J
O
_ �LL
ENCROACHMENT ON WEST PROPERTY LINE' KEY MAP (13 D
11 �
0 54 146 156
B SCALE IN FEET
PRa. NO.: 1002
DRAWN BY- RC
Ev.No. DATE DESCRIPTION DATE: 01116114
SHEET:
A5- BUILTS 04.89
1
Minimum Elevator
Maximum Elevation
CWor
11.500
13 -DDO
z
13.000
16 -000
E
76A00
25.000
N
LEGEND
' PRBPBSEB SPILLWAY G
D(PYRAMAT TURF
aNI! �`�' � ON Q� °ry o ° NO
REINFORCEMENT) `� o � a
PRBPOSEf+DITCH CROSSING a
{# 57 STONE} a
EXISTING DITCH
EXISTING DITCH PRePBSE&RIP RAP
(5" - 12" CLASS B)
ry ti
u a o
_ PR$PASE�TOP OF BERM b
0, q 0 c7 V 0 I
ION PROPOSEB 87 ROCK PAD
I r c ( LARGE SIZE MINE REJECTS) 038 $ o
u PR9RB9EBDiTCH �, r
r rf / FRE)PASEf) DITCH FILL y1
PROPERTY LINE.; CENTERLINE
ALIGNMENT -. 54 +00.40 (F -F m ' a
+20 -00 (F -F-) + ""O E?FLOW ARROW A a z
f'ReP95E)SLOPFARROW � k
PRBPB5EB
-� - - - - - MAJOR PLUG
- - (LENGTH =100') s
_ I PRE)P65EBMINOR PLUG
(LENGTH = S4')
fR9i�5EB PIPE AND
LL -- - -
1
- I 1 �® RIPRAP
Q
c
54+00.00 (F -F) a5 PRE-CONSTRUCTION
52 +20.00 (F F -) BERM SURVEY SPOT ELEVATION Al
? PRE CONSTRUCTION LIDAR
1 PH2 N CENTER LINE OF BEWA
a -- : C ELEVATION
C - ALIGNMENT
4SEE)12.50 PRE - CONSTRUCTION SPOT a
SPILLWAY DETAIL �- ' ELEVATION � EXISTING SHEET ' AS - BUILT SPOT GRADES O
12.00
010.1 & C102) GRADE W` v 0
4
126 �_ NOTE: z F
+
BERM SHIFTEp 10+ SOUTH �� THIS LEGEND SUPERCEDES LEGEND ON J O
IQ" I PH2 N CENTER LINE OF BERM �a- D.UE TO ENCROACWEN7 ^ C1_2 WHEN GON''FLICTiNG, LL LL
ALIGNMF 0 %N NORTH PROI?E'1RTY LINE (�
Q m
TOP OF BANK
O �
LM1
4C
0 C
S E,
PlRepoqEv BERM
BERM SHIFTED 10+ EAST DUE TO
W
U)
Z
c
J
O
_ �LL
ENCROACHMENT ON WEST PROPERTY LINE' KEY MAP (13 D
11 �
0 54 146 156
B SCALE IN FEET
PRa. NO.: 1002
DRAWN BY- RC
Ev.No. DATE DESCRIPTION DATE: 01116114
SHEET:
A5- BUILTS 04.89
1

1
1
5
s
i
2
1
J
s
9
0
\Qti I
LEGEND
gag
0�a 0
PR6POSEB SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
F R6PASEEDITCH CROSSING
(# 57 STONE)
O
II
PRBPB5EE) RIP RAP
a
o �p�
yib
( LARGE SIZE MINE REJECTS)
9.500
10.000
PRRPB5EB DITCH FILL
0
�iff
PR8PA5EB FLOW ARROW
C
4
C?
e °.
r o
° EXISTING DITCH m
4
I
0 U
0
0 �
56 00:()0 (F•F)
e
c(a �
�-r
�{ 4v
ry
PERM ^ \
yr a
0\
STING
off'
PRA-P -ASER9 DITCH
V( 58 +00.00 (F -F) r
M
_ O
,s,00,00 (F -F) 4. .�
56 +DD -00 (F -F) di
r
FIELDt6ITCH PLUG °
i
a d 7 u
I V
° /� a
I °
I
O U
EXISTING DITCH
17
0
� h
c� o R fLJJ
d
\O' \O'
0
NORTH PROPERTY LINE
ALIGNMENT
f 60 +Do,00 (F-F) 'W
m D �
II
TOP OF BAN
4
O q
0
U g1
9
a
0 0 0 - 0
A +CO.oa (F -Fl
'1246 re
U BERM
62 +00.00 (F -F) 0
6t} -oo.00 (F-F )
EXIST NG E
E
0
1
XA
4h�?
LEGEND
J ( 5" - 12" CLASS B )
0�a 0
PR6POSEB SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
F R6PASEEDITCH CROSSING
(# 57 STONE)
G
g
o i
a z
EXISTING ➢ITCH
PRBPB5EE) RIP RAP
PR9PE)SEB B" ROCK PAD
— (LENGTH = 57)
PROPeSEI}PIPE AND
�l=J RIPRAP
- -� �h PRE - CONSTRUCTION
12 71 Ta SURVEY SPOT ELEVATION
e
TOP OFo4NfC' ti PRE- CONSTRUCTION LIDAR
ELEVATION
m U
86 +00.00 (F -F) X12 SQ PRE - CONSTRUCTION SPOT
64 +DO -flu jF F) O Q ELEVATION
a �► 72.00 AS BUILT SPOT GRADES M
BERM SHIFTED tot SOUTH ~ O
DUE TO ENCROACHMENT ON / NOTE: ¢ a
NORTH PROPERTY LINE ( THIS LEGEND SUPERCEDES LEGEND ON o
h - C1.2 WHEN CONFLICTING.
a 4A
1'*
h
eeo-
O O i1 P O O 0
E I ITCH +
{PA &LY FILLED) �; Y
_ �, ltl Iy ►.
p Ok . b'u - °'S °4 1 �i3'j" ✓15..
A*
R VA
3 ^sue o l6 qL € a•.
Ali !!!' w
/'�� ]71�,0�e �e:� [�.F p� : t .. a ,4 k
p \° �,_t° - -,' "l.' �SIV 4;``e' �i�''UL■ - 1,.�:.
Q' 1 O 1 . t7
27
J ( 5" - 12" CLASS B )
Minimum Elevation
`I
_ PRISPOSE;T TOP OF BERM
EXISTING ➢ITCH
9:000
PR9PE)SEB B" ROCK PAD
o �p�
yib
( LARGE SIZE MINE REJECTS)
9.500
10.000
PRRPB5EB DITCH FILL
I
PR8PA5EB FLOW ARROW
PHASE 3
PRBP65F$ SLOPE ARROW
{u�
p . 6
MAJOR PLUG
(LENGTH = 1001)
PRBP68EB MINOR PLUG
— (LENGTH = 57)
PROPeSEI}PIPE AND
�l=J RIPRAP
- -� �h PRE - CONSTRUCTION
12 71 Ta SURVEY SPOT ELEVATION
e
TOP OFo4NfC' ti PRE- CONSTRUCTION LIDAR
ELEVATION
m U
86 +00.00 (F -F) X12 SQ PRE - CONSTRUCTION SPOT
64 +DO -flu jF F) O Q ELEVATION
a �► 72.00 AS BUILT SPOT GRADES M
BERM SHIFTED tot SOUTH ~ O
DUE TO ENCROACHMENT ON / NOTE: ¢ a
NORTH PROPERTY LINE ( THIS LEGEND SUPERCEDES LEGEND ON o
h - C1.2 WHEN CONFLICTING.
a 4A
1'*
h
eeo-
O O i1 P O O 0
E I ITCH +
{PA &LY FILLED) �; Y
_ �, ltl Iy ►.
p Ok . b'u - °'S °4 1 �i3'j" ✓15..
A*
R VA
3 ^sue o l6 qL € a•.
Ali !!!' w
/'�� ]71�,0�e �e:� [�.F p� : t .. a ,4 k
p \° �,_t° - -,' "l.' �SIV 4;``e' �i�''UL■ - 1,.�:.
Q' 1 O 1 . t7
AS —B U I LTS
1
0
h �
tiff
tC -.4 --
- . STREAM AuGNMENT
27
Minimum Elevation
Maximum Elevation
Cdor
8.500
9:000
9.000
9.500
■
9.500
10.000
.
AS —B U I LTS
1
0
h �
tiff
tC -.4 --
- . STREAM AuGNMENT
27
Minimum Elevation
Maximum Elevation
Cdor
10.000
10.500
10.500
11.000
,
11.000
11.500
■
AS —B U I LTS
1
0
h �
tiff
tC -.4 --
- . STREAM AuGNMENT
27
Minimum Elevation
Maximum Elevation
Cdor
11.500
13.000
13.000
18.000
■
16.000
25.000
■
AS —B U I LTS
1
0
h �
tiff
tC -.4 --
- . STREAM AuGNMENT
27
�� ?3
—
T @
PROJECOt/NQARY
19 •:
OENO TES THIS SHE r
WI
PHASE 1
10
� t
PHASE 3
KEY MAP
0 % too 1%
SCALE IN FEET
v
� Z
4
CIO _j
J il
(D
` � Z
4 �.�//
�- LL
�O !>I
PRDJ. NO.: 1002
twAWN BY RC
DATE: 01/16/14
SKEET:
04.90

(LENGTH = 59)
11,211911
t, 'ROPeSED PIPE AND
RIPRAP
-
1 _33,*
'PRepesEBBERM 80 6? PRE-CONSTRUCTION
7840.00 (F -F)
0 SURVEY SPOT ELEVATION
12' 14+00.00 (F -I 76+00.00 (F F) 4 ry Ir PRE-CONSTRUCTION LIDAR
+
{ F -F) ELEVATION
jp+oo,00 (F-F) :7ePE)SEE) DITCH w
,Z;�+moo (F-F) 4Q, PRE-CONSTRUCTION SPOT
qk­ M60 0 P v X1250 >:
a AAl F;:FR. 5(y ELEVATION
IT LUG
TOP OF C1:2=.aa * AS -BUILT SPOT GRADES
0
Z L)
013 NOTE, < 0
E A THIS LEGEND SUPERCEDES LEGEND ON LL
E P C1.2 WHEN CONFLICTING.
<
w
0
All
*4111p*
4M EXISTING DITCH
(PARTIALLY FILLED.
EXISTING DITCH
(PARTIALLY FILLED)
�b,
0 quit G
or III No ir
Minimum lion MuirntmiElmnitim Cdw
ai0 -00 7.500 8.000 ■
8.000 8.500
05
LEGEND
p
Color
8,500
9-OW
( 5• - 12• CLASS 8
PRE)POSEB SPILLWAY
(PYRAMATTURF
r g
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
KtINFORCEMENT)
a>
10 e
w.
A CS
O 0
EXISTING DITCH
1
ob,
HOMPSON 0 0
0
PReII DITCH CROSSING
i uj
0
z
�0
57 STONE)
o
PRE)PeSEB 8" ROCK PAD
9
PRGPE)SEE) RIP RAP
(LENGTH = 59)
11,211911
t, 'ROPeSED PIPE AND
RIPRAP
-
1 _33,*
'PRepesEBBERM 80 6? PRE-CONSTRUCTION
7840.00 (F -F)
0 SURVEY SPOT ELEVATION
12' 14+00.00 (F -I 76+00.00 (F F) 4 ry Ir PRE-CONSTRUCTION LIDAR
+
{ F -F) ELEVATION
jp+oo,00 (F-F) :7ePE)SEE) DITCH w
,Z;�+moo (F-F) 4Q, PRE-CONSTRUCTION SPOT
qk­ M60 0 P v X1250 >:
a AAl F;:FR. 5(y ELEVATION
IT LUG
TOP OF C1:2=.aa * AS -BUILT SPOT GRADES
0
Z L)
013 NOTE, < 0
E A THIS LEGEND SUPERCEDES LEGEND ON LL
E P C1.2 WHEN CONFLICTING.
<
w
0
All
*4111p*
4M EXISTING DITCH
(PARTIALLY FILLED.
EXISTING DITCH
(PARTIALLY FILLED)
�b,
0 quit G
or III No ir
Minimum lion MuirntmiElmnitim Cdw
ai0 -00 7.500 8.000 ■
8.000 8.500
dri
Maximum Elevation
Color
8,500
9-OW
( 5• - 12• CLASS 8
9.000
9-wo
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
16.000 25.000
PR6PE)SEE) )TOP OF BERM
w.
—EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
PRE)PeSEB 8" ROCK PAD
0, 0
0
0
O 0
0
(LARGE SIZE MINE REJECTS)
PR6PE)SEE) DITCH FILL
78100-00 (F -F)
PkePE)SEB FLOW ARROW
TOP OF BANK
NORTH PROPERTY LINE
-F) ALIG VMENT
74+00-00 (F-F)
F)
4]
PREW19SEF) SLOPE ARROW
0
().Do (F-F) 0
(r
PRBPGSEB
pr
v
MAJOR PLUG
—4 PL­
(LENGTH = 100')
PRE)POSEB MINOR PLUG
(LENGTH = 59)
11,211911
t, 'ROPeSED PIPE AND
RIPRAP
-
1 _33,*
'PRepesEBBERM 80 6? PRE-CONSTRUCTION
7840.00 (F -F)
0 SURVEY SPOT ELEVATION
12' 14+00.00 (F -I 76+00.00 (F F) 4 ry Ir PRE-CONSTRUCTION LIDAR
+
{ F -F) ELEVATION
jp+oo,00 (F-F) :7ePE)SEE) DITCH w
,Z;�+moo (F-F) 4Q, PRE-CONSTRUCTION SPOT
qk­ M60 0 P v X1250 >:
a AAl F;:FR. 5(y ELEVATION
IT LUG
TOP OF C1:2=.aa * AS -BUILT SPOT GRADES
0
Z L)
013 NOTE, < 0
E A THIS LEGEND SUPERCEDES LEGEND ON LL
E P C1.2 WHEN CONFLICTING.
<
w
0
All
*4111p*
4M EXISTING DITCH
(PARTIALLY FILLED.
EXISTING DITCH
(PARTIALLY FILLED)
�b,
0 quit G
or III No ir
Minimum lion MuirntmiElmnitim Cdw
ai0 -00 7.500 8.000 ■
8.000 8.500
M*
1 10 IN V,
96 07 a)
I:M. 114 1 Il5 67
F0 ?I 7� 73 74 73 76 Ti 71
9z CI}
67
12 STRLAM Aa VALUJIF 2!
7' 1 28',
a — - - — PROJECT BOUNDARY
Ill. E] DENOTES THIS SHEET
14 PHASE? 6Lryn Q.
PHASE3
Z
<
LL
KEY MAP <
[L
- 0 LJ
0 so ico 150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
EmTE: 01116/14
SHEET
C4.91
Minimum Elawation,
Maximum Elevation
Color
8,500
9-OW
9.000
9-wo
9.600
11-s00
■
M*
1 10 IN V,
96 07 a)
I:M. 114 1 Il5 67
F0 ?I 7� 73 74 73 76 Ti 71
9z CI}
67
12 STRLAM Aa VALUJIF 2!
7' 1 28',
a — - - — PROJECT BOUNDARY
Ill. E] DENOTES THIS SHEET
14 PHASE? 6Lryn Q.
PHASE3
Z
<
LL
KEY MAP <
[L
- 0 LJ
0 so ico 150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
EmTE: 01116/14
SHEET
C4.91
Minimum tlevilim
Maximum EIwvs5W
Color
TO.(=
10.500
10.900
ll-DDO
11.000
11-s00
■
M*
1 10 IN V,
96 07 a)
I:M. 114 1 Il5 67
F0 ?I 7� 73 74 73 76 Ti 71
9z CI}
67
12 STRLAM Aa VALUJIF 2!
7' 1 28',
a — - - — PROJECT BOUNDARY
Ill. E] DENOTES THIS SHEET
14 PHASE? 6Lryn Q.
PHASE3
Z
<
LL
KEY MAP <
[L
- 0 LJ
0 so ico 150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
EmTE: 01116/14
SHEET
C4.91
minimum Elevation Maximum Elevation
Color
11.500 1313130
AS-BUILTS
13.000 16-010D
16.000 25.000
M*
1 10 IN V,
96 07 a)
I:M. 114 1 Il5 67
F0 ?I 7� 73 74 73 76 Ti 71
9z CI}
67
12 STRLAM Aa VALUJIF 2!
7' 1 28',
a — - - — PROJECT BOUNDARY
Ill. E] DENOTES THIS SHEET
14 PHASE? 6Lryn Q.
PHASE3
Z
<
LL
KEY MAP <
[L
- 0 LJ
0 so ico 150
SCALE IN FEET
PRQJ. NO.: 1002
DRAWN BY RC
EmTE: 01116/14
SHEET
C4.91

CJ IW�ERHAt
LEGEND
D8 I
PRePE)SEB SPILLWAY
(PYRAMATTURF
REINFORCEMENT)
E
PRePOSEB DITCH CROSSING
aus
0 0 17 0 . 4j 0 0 0 0 (# 57 STONE)
CT PRePE)SEB RIP RAP
H L //-EXISTING DITCH
0
Br-+()Q 00 (F-F)
111�
(5"-12" CLASS B)
0 PRE)POSEE) TOP OF BERM
TOP OF BANK.--\ 13 C, PROPOSEB 87ROCK PAD
4. ,,'NORTH PROPERTY 14E 111r:` I I
0 0 0 4 0 AqG 6 , (LARGE SIZE MINE REJECTS)
F-F)--
'k7
PR6FIeSEE3 DITCH FILL
82+00-00
—
-- --
-- — — — — — — — — — — —
I.t __ 90 -
0
8 '00.00 F-F)
80�oo_00 ib. --ow BERM TRANSITION
BACK TO ORIGINAL
ALIGNMENT
P e � 1,
BERM SHIFTED 10± SOUTH
ENCROACHM50WN PROPER
I
01. 0
Minimum Elevation
I Maximum Elevation
Color
0.000
7.500
■
7.500
8.000
I
&DIDD
8.500
■
9.600
10-OW
is
vw
84100.00 (F-F)
TRUef 50'
FIELD DITCH PLUG
A dN
N—
-0
J& j 0
Minimum ElevmSon
Minimum Elevation
Maximum Elevation
Wor
8,500
9-000
I
9.000
9-900
■
9.600
10-OW
is
N—
-0
J& j 0
II
Ii
MEN--
Ism
4 snow
07- - \ --- —, -, 88,00.00F.F)
86+0CQ_0b [F- F}=RvP 1c,
SE-49 DITCH
EXISTING
GRADE - — —14
EXISTING DITCH A)
(PARTIALLY FILL
AID
-41
tl
L L
�
b NOT
eet 048 0 0
Minimum ElevmSon
Minimum 611wvatim
Maximum EkWwat
Color
10.000
10-500
13.000
10.500
1I_DD0
16.000
11.000
11-5110
■
II
Ii
MEN--
Ism
4 snow
07- - \ --- —, -, 88,00.00F.F)
86+0CQ_0b [F- F}=RvP 1c,
SE-49 DITCH
EXISTING
GRADE - — —14
EXISTING DITCH A)
(PARTIALLY FILL
AID
-41
tl
L L
�
b NOT
eet 048 0 0
AS- GUILTS
90+00,00 (F•F) 92+-00, (LENGTH = SO')
II
C1 PROPISSEE PIPE AND
c .I RIPRAP
FAV -,w PRE -CONSTRUCTION
w 7-w SURVEY SPOT ELEVATION
Minimum ElevmSon
Maximum Elevation
Color
11.500
13-000
JU7
13.000
16-000
■
16.000
25.000
AS- GUILTS
90+00,00 (F•F) 92+-00, (LENGTH = SO')
II
C1 PROPISSEE PIPE AND
c .I RIPRAP
FAV -,w PRE -CONSTRUCTION
w 7-w SURVEY SPOT ELEVATION
FIELD DITCH PLUG eh PRE-CONSTRUCTION LIDAR
ELEVATION
T
PRE-CONSTRUCTION SPOT
X175D
ELEVATION
AS - BUILT SPOT GRADES
z
0
NOTE:
Z
THIS LEGEND SUPERCEDES LEGEND ON
0
LL
C1_2 WHEN CONFLICTING,
40 ~ EXISTING DITCH
*1p �,tPARTIALLY FILLED)
0 JIF
- N
rs
AA
3E
Aii 31
Sf SZ 89. 94 1 71 7 73 74 VIE" I N11 1,
Q3 is
—PROJECT BOUAVAR Y
72 cu
18 -Ie. E] DENOTES THIS &ccr _j
14 PHASE
PHASE3
0
OE
<
LL
C13 0
0 so 10D 1150
SCALE IN FEET
DRAWN BY, RC
Ev. No. DATE DESCRIPTION DATE 01116114
SHEET
-- -- --
04.92

i117 'o - ✓v '��4 n v f- ) 1 ` -S'4 b �-a ��. -
U,�1 �1'HAL JSF� GC31P� ` +
178 r• ©44. PG 5 v � d 4
Ka 0 � vo , , ;'� c � 11�
P^ E SL 75-
✓ - ��� ExIST10 d .�IT/ GH V Vl it ENDQr ROAD MARK
ERS
{FUTURE} '
EXIS
TING DITCH r
iCISTING DITCH j d EXISTING DITCH i I 4 d f�
✓ NORTH PROPERTY LI (� TOP OP $ANK
t)} v a 0
E;_4
ALIGNMENT `� ��1 � r
1� 101 +0G
2e0b;0.0 �F
0.00 (F -F) w
I
I
I
I'I
i
T
f}
�a
,1j 4 +0000(F -F)
q�
-
o •
Minimum Efeaalion
I Maximum Elevation
I Color
3 Low
7.504
■
r 7.500
8.040
■
a 8.600
6.500
�!
8.500
10 -OW
.
'g6 +00 00 (F•F)
c.
0y
�o
J
II
1t
I
98 +06.p0 (F -F )
eepisf:Rue 5o,
,I
4b
FIELD DITCH PLUG I y
,I
�~ I
I
l
Minimum Elevation
Minimum Elevation
Maximum Elevation
CWor
8.500
9.D00
I,
9.000
8.904
■
8.500
10 -OW
.
'g6 +00 00 (F•F)
c.
0y
�o
J
II
1t
I
98 +06.p0 (F -F )
eepisf:Rue 5o,
,I
4b
FIELD DITCH PLUG I y
,I
�~ I
I
e'
r
,o
100 +00.00 IF -F)
} iN>Ati�l-
- EXISTING3,-
GRADE _X-
A�
'J J
°r-v—
EXISTING DIT
(PARTIALLY FI LED}
l
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
10. ma
10 -SDD
I,
10.5D0
11.000
18.000
11AOD
11.504
■
e'
r
,o
100 +00.00 IF -F)
} iN>Ati�l-
- EXISTING3,-
GRADE _X-
A�
'J J
°r-v—
EXISTING DIT
(PARTIALLY FI LED}
1
— PRePE*EB'BERM
102 +00
PROP86ES DITCH
A5- BUILTS
TOP
A
jjj� •-
LEGEND
l
Minimum Elevation
Maximum Elevation
Color
11.500
13.13D0
w
o o:
13.000
18.080
■
18.000
25.Dt10
1
— PRePE*EB'BERM
102 +00
PROP86ES DITCH
A5- BUILTS
TOP
A
jjj� •-
LEGEND
l
F'RE3PBSEB SPILLWAY
(PYRAMAT TURF
w
REINFORCEMENT)
orz
w
o o:
PRePBSEB DITCH CROSSING
' z
(# 57 STONE)
b PRBP88E9RIP RAP
i (5" - 12" CLASS B)
_ STOP OF BERM
DPROPOSEB 8 ROCK PAD
( LARGE SIZE MINE REJECTS)
PRePASEE3 DITCH FILL
91? . -PReper3EEI FLOWARROW
>~ PRePBSFF) SLOPF ARROW
MAJOR PLUG
(LENGTH =100')
—PRBPGSEB MINOR PLUG
(LENGTH = S0')
PRBPeSEE PIPE AND
RIPRAP
�5 PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
t A eh PRE - CONSTRUCTION LIDAR
ELEVATION
X12 5D PRE - CONSTRUCTION SPOT a
ELEVATION
11.00 AS - BUILT SPOT GRADES z O
MOTE: z F
J 0
THIS LEGEND SUPERCEDES LEGEND ON 0 LL
C1.2 WHEN CONFLICTING,
n to
!(0 IOM1�
_ at Q V, as es j ae V U7
(J 69 71 xa 'I a .?51 n' (�
1gp 85 Mf.57' 7B .�.- ti0 81Le
'64 ?5 a1
a Imo.
f7 FTREAMAL1.41JM[F.T T! Z
�_ L/
31 — - - —PROJECT 6CiJNDARY
22 u
- 18 DENOTES THIS SHEET J R
14 PHASE I LL
OE Z
ILL
KEY MAP L13 D
2
0 50 146 150
SCALE IN FEET
PRCU. rYO.: 1002
MAWN SV- RC
DATE: 01116114
SHEET'.
04.93

r.
91
i
ROYAL ROAD
f ALIGNMENT
' - >+4�99}65'EBDITCH �$
JD
END OF ROAD M
50
�idh4�f.�HH-
q 1 EXISTING
s Il GRADE
' � { r
i
s
{
�r
l�
� - EXISTING DITCH
(PARTIALLY FILLED)
Minimum Elevation
I Maximum Elevation
I Cetor
3 0-60
7.500
■
r 7.500
8.000
■
8.000
6.500
■
a
10.000
.
r
D
( 5" - 12" CLASS B ]
Minimum Elevation
Maximum Elevation
CWor
8.500
2000 .
_
9.000
9.500
■
9.500
10.000
.
r
D
ot
r its
'► -+
k J"
• � i
,3EX1*9T1G DITCH
• I � � e .r 1
r1l
i-
�. 1
( 5" - 12" CLASS B ]
Minimum Elevation
Maximum Elevation
Color
111000
10.500
_
10.500
11.000
.
11.006
11.560
■
ot
r its
'► -+
k J"
• � i
,3EX1*9T1G DITCH
• I � � e .r 1
r1l
i-
�. 1
AS- GUILTS
LEGEND
j PRBPE)SEB SPILLWAY K
(PYRAMAT TURF U A
REINFORCEMENT) Q
W p � i
N C) 6
PRE) '8S€E DITCH CROSSING z
(# 57 STONE) o
fRBP65E-BRIP RAP
( 5" - 12" CLASS B ]
Minallum Elevation
Maximum Elevation
Color
11.500
13.000
m 02
13.006
16.000
.
161100
25.000
.
AS- GUILTS
LEGEND
j PRBPE)SEB SPILLWAY K
(PYRAMAT TURF U A
REINFORCEMENT) Q
W p � i
N C) 6
PRE) '8S€E DITCH CROSSING z
(# 57 STONE) o
fRBP65E-BRIP RAP
OL (LENGTH = 50')
PRAPE)SED PIPE AND
RIPRAP
g PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
e PRE - CONSTRUCTION LIDAR
G ELEVATION
Z � V
012.50 PRE - CONSTRUCTION SPOT }
ELEVATION r
72.00 AS - BUILT SPOT GRADES O
NOTE: ¢ z F
�o
THIS LEGEND SUPERCEDES LEGEND ON O
C1.2 WHEN CONFLICTING.
00
( 5" - 12" CLASS B ]
O� go 94 11 1 96 9;
PRE)P85EB TOP OF BERM
DPR9P95EB a° ROCK PAD
m 02
( LARGE SIZE MINE REJECTS)
PRBP65EBDITCH FILL
-. - FLOW ARROW
PRE)P85EB SLOPE ARROW
PROPFJSEB
MAJOR PLUG
(LENGTH = 100')
53 "36 w u
l
PRBP85E$ MINOR PLUG
OL (LENGTH = 50')
PRAPE)SED PIPE AND
RIPRAP
g PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
e PRE - CONSTRUCTION LIDAR
G ELEVATION
Z � V
012.50 PRE - CONSTRUCTION SPOT }
ELEVATION r
72.00 AS - BUILT SPOT GRADES O
NOTE: ¢ z F
�o
THIS LEGEND SUPERCEDES LEGEND ON O
C1.2 WHEN CONFLICTING.
00
DATE: 01)16114
SHEET:
04.94
O� go 94 11 1 96 9;
m 02
53 "36 w u
l
CL
10 i/ .
.','TRCAI., AUGNMENT
29 — -
- — PROJECT BOUNDARY
12 23
.is Ia O DENOTES Tins SHEET
-u
_J
J
rt
0 111.. PHASE 1
_
LL
$ d 8'1 � PHASE3
IY
Q
�
LL
KEY MAP
M O
2
F
M
I�rlrn�
V
�J
o sa 100 656
SCALE IN FEET
PR6A. ND.:
1002
DRAWN BV:
RC
DATE: 01)16114
SHEET:
04.94

M
� r
1 +
41IL^ 4.,
I
ILM
STING DITCH
RTIALLY FILLED)
v 46
Fmi MATTH LINE - Sep Sheet 04.99 11 :, TC LM•q�- IkWheet
_J�," _• . �' 14"x'
19
C7 C] O•
F
r 4if
f
O 4'� N4O
Q
A%
2
.° Minimum EWvalion Maximum Elevellon COW Minimum Elevation Maximum Elevation CWor Minimum Elevation Maximum Elevation Cdor
3 0.000 7.500 ■ 8.500 9:000 10.000 10.500
r 7.5W 8.000 8.000 9.500 ■ 10.500 11.D00 ,
8.000 8.500 ` 9.500 10.000 . 11.000 11.500 ■
r�
1/
o
.w
•
1 } >t
# l l
i
Y
LEGEND
Minimum Elevation
Maximum Elevation
Cdor
11.500
13.000
41000
18 -006
■
16.000
25.000
■
1 } >t
# l l
i
Y
LEGEND
PRBPeSEB SPILLWAY
N
k
53 '* d3'
(PYRAMAT TURF
r1
REINFORCEMENT)
W c z
m
Ri
EAMALIGNMENY
jul�
�R9PBSEE DITCH CROSSING
q
"o
(#57 STONE)
a
PRBPOSEB RIP RAP
(5"-12" CLASS B)
_ PROPOSED TOP OF BERM g a J
D•PRAPRAF: F' ROCK PAD
( LARGE SIZE MINE REJECTS) g 8 a
� DITCH FILL
/ �m�LL ^s'g
E - U
f PROPISSEE FLOW ARROW a a 9 2� z
PRBPBSEB SLOPE ARROW
#x
�R9Pe9E1 `
MAJOR PLUG`
(LENGTH = 100') s
-PR6P65EB MINOR PLUG -
(LENGTH = 51Y)
PRSPe5EB PIPE AND
RIPRAP
PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
ma PRE - CONSTRUCTION LIDAR
I, ELEVATION
/ U
n )1 �, PRE - CONSTRUCTION SPOT
Si r
6 L 12 5Q ELEVATION � a z
J� 12.00 AS - BUILT SPOT GRADES � � O
`9 (0 O
�M�, O
7 { - =�? • 4 1 4 x =1 THIS LEGEND SUPERCEDES LEGEND ON J o
c o d' o i o. C1.2 WHEN CONFLICTING.
Ld
;I
EXISTING DITCH
,—EXISTING FILLED�ry i1 +'
` > ��
I d4.
t � L
1
1 � r`
A5- BUILTS
s cta i
91 ?5 9fi 1
(�
31 82 83 94 = M 87 89
Val, 71 72 T3 1,. -' n 17s"
53 '* d3'
�__
T
EAMALIGNMENY
jul�
GOP ECT ROJ UNDARY
- —
Q
J
14. DENOTES THIS SHEET
1 <-
�_
peg.
LL.
PHASE?
v
PHASE 3
� 0
K
Z
LL
(6 C]
4►ry
❑
KEY MAP
x
I[L ©
0
ui
0 yp ion 14
SCALE IN FEET
PROJ, NO.:
1002
twAWN BY
RC
DATE: 01116114
SHEET'
04.95

i• �+ -tee
O
l �. '1 1,
U _—EXISTING DITCHT
{PARTIALLY FILLED}
`?*R 1' I:
Ak
w Ark
.,. _ 0 NM.
ca
1
Q
a
-�s
2
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
3 0.000 7.500 ■ 8.600 9.000 10100 10.500 11.500 13.DD0
r 7.500 8.000 ■ 9.000 9 -500 ■ 10.500 17.000 , 13.000 16.000 ■
Y $.000 8.500 �'� 8.500 10 -OW . 71.000 11.57/0 ■ 16100 25.000
L
r-
i
C?
EXISTING DITCH
i
(PARTIALLY FILLED)
I
41.
AS- GUILTS
91?
9
j •-
96
LEGEND
F'R6PBSEB SPILLWAY
(PYRAMAT TURF
N
w
REINFORCEMENT)
w orz
o a
PRePBSEB DITCH CROSSING
z
(# 57 STONE)
PRBP88E9RIP RAP
( 5" - 12'• CLASS B )
_ STOP OF BERM
DPROPOSEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRE)PASEE3 DITCH FILL
..?FLOW ARROW
>~ PR6P9SF#3SLOPFARROW
�RBPBSEf3
=Ed MAJOR PLUG
(LENGTH =100')
—PRE)PGSEBMINOR PLUG
(LENGTH = S0')
PRBPeSEE PIPE AND
RIPRAP
$5 PRE- CONSTRUCTION L
SURVEY SPOT ELEVATION
�?
P RE -CONSTRUCTION LIDAR
Q ELEVATION
Z z
X17 5D PRE - CONSTRUCTION SPOT ,
ELEVATION
11.40 AS - BUILT SPOT GRADES z O
N{?l E: z F
J 0
THIS LEGEND SUPERCEDES LEGEND ON 0 LL
C1.2 WHEN CONFLICTING,
m
1 IuB -tut 111
ro w
:a 97 115 67 89
IL 74 !3- 76 nl- co
_4 .�
vrr.[nu wL.iGrAu:N7
rr 23 � — - - — PROJECT BOUAVARY Q
cu
15 14. E] DENOTES THIS SHEET J R
1 <. PHASE 7 L.L
D, V
6 PfW SE 3 0 •�!'
�Z)
LL
KEY MAP L13 D
2
I°
D 50 100 150
SCALE IN FEET
PRDJ. NO.: 1002
DRAWN BY, RC
EmTE: 01116114
SHEET'.
04.9E

w-Tj qw
'II
!�I
��W I T
III
6 Ai
Q
M
EXISTING DITCH
(PARTIALLY FILLED)
"�' A 1
4+
�Q
t'
� er�rrs�r�5o'
FIELD DITCI jVLUG
01.
a
I ,
-fCH Lokii= �Ke t .1 " { a LEGEND
' �� �(✓v {� _ _ _ _ _ --- fRePE)SEBSPILLWAY k
(PYRAMAT TURF � 6 �
O �� �� REINFORCEMENT) W
C3
�7 ('6a' ` C1@f9Bff}DITCHCRQSSING az
57 STONE) e
PRBP88E-BRIP RAP
�� (5° - 12° CLASS B)
t/\<} p0
rr Q py {�Qa 3Pf TOP OF BERM
P
�
" � P � � a � TRaPvaEcrB" ROCK PAD
�
p �n- �°''�°' 4 ��j =r�°j (LARGE SIZE MINE REJECTS)
n 4p v p i
p ° 6s Q Q a �,/ v it f / PRePOSEE) DITCH FILL
.r'R'.-%EB FLOW ARROW
J Q � ems,,+ � 4 ...,,...,,..�
r) >~ f'R9P95EB SLOP EARROW
�RBPe5EB
MAJOR PLUG
(LENGTH = 100')
Minimum €levaJon Maximum Elevation Cdor Minimum Elevation Maximum Elevs*M Cdor Minimum ElavAon Maximum Elevation Cdor 8 0.000 7.500 ■ 8.500 9:000 10.000 10.500 11.500 13.000
7.500 8.000 ■ 9.000 9.500 ■ 10.500 11 -DW , 13.000 18.000 ■
8.000 8.590 ■. 9.500 10.000 ■ 11.000 11.500 ■ 16.000 25.000 ■
r
�� pirO
£0MS44RUEff 50'
FIELD DITCH PLUG
�b
AS -B U I LTS
c f�� PR9P85EB MINOR PLUG
t ria %rJ (LENGTH = 50')
$$ _ p fR@F65EFiPIPE AND
RIPRAP
0� � � 05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
� V a o
A ci i� a� PRE - CONSTRUCTION LIDAR
AID a CTS I" W f 7 0 ELEVATION
I U
a. �..
�J o q X12 5Q PRE - CONSTRUCTION SPOT tr �
EXf3TING.EaIT6H Q ELEVATION
AS - BUILT SPOT GRADES M - O
r`
NOTE: ¢ Z �
a �a x
THIS LEGEND SUPERCEDES LEGEND ON o
C12 WHEN CONFLICTING.
m
� lyj Ij
a � L
+, n
�. CS
00 V e 0 -
9 � t
er``'' ��O
N
L
4
J }•L
Y
i fC Z
7C3 Z)
LL
a KEY MAP Q Q
fl0
�4r SCALE IN FEET
PROJ. NO.: 1002
twAWN BY RC
REV. No. DATE DESCRIPTION'. GATE: 01116.194
SHEET:
04.97
a_ M
Minimum EWvalion M
Maximum Elevation C
Cdw M
r
�� pirO
£0MS44RUEff 50'
FIELD DITCH PLUG
�b
AS -B U I LTS
c f�� PR9P85EB MINOR PLUG
t ria %rJ (LENGTH = 50')
$$ _ p fR@F65EFiPIPE AND
RIPRAP
0� � � 05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
� V a o
A ci i� a� PRE - CONSTRUCTION LIDAR
AID a CTS I" W f 7 0 ELEVATION
I U
a. �..
�J o q X12 5Q PRE - CONSTRUCTION SPOT tr �
EXf3TING.EaIT6H Q ELEVATION
AS - BUILT SPOT GRADES M - O
r`
NOTE: ¢ Z �
a �a x
THIS LEGEND SUPERCEDES LEGEND ON o
C12 WHEN CONFLICTING.
m
� lyj Ij
a � L
+, n
�. CS
00 V e 0 -
9 � t
er``'' ��O
N
L
4
J }•L
Y
i fC Z
7C3 Z)
LL
a KEY MAP Q Q
fl0
�4r SCALE IN FEET
PROJ. NO.: 1002
twAWN BY RC
REV. No. DATE DESCRIPTION'. GATE: 01116.194
SHEET:
04.97

� ,
4
EXISTING
GRADE
N go
C �
" Q�' 0
JI
ILI, _j C>
I r.
��
„ }� [ • a a �3 Ci ��' Pfl9PAR15- ROAD
flu��j p r NORTH PROPERTY LINE
ALIGNMENT
q_7 U
n K
4
e� 4
a n A a
p a � ° Iv J a `ti
U U a • ` �� " o ° a / 4L� �" f 9.00:..
V v G] r� U C?r vl 7N d p"
11 17 `jL7T c, > 4I S n 0 a y
f30
. �' V�
Js + c�
' IE SING DITCH EXISTING PITCH �?
g a = 5 a a
EXISTING DITCH ° ° 0 0 °
, � • �• r - -- � " ^ (r V � , iii o
11
Minimum EWvalion
Maximum Elevellon Color
Minimum €levaeon
Maximum Elevation
Color
Maximum Elevation
0.000
71.500 ■
8.500
9.000
_1
IN
7.500
8.090
9.000
9.560
■
11 -500
8.000
6.500 `
9.500
10.000
■
I
0, / }
Ca
G
a Q
x
c�
ilt4
t
r
0
f LEGEND
PR9PGSEB SPILLWAY G
(PYRAMAT TURF 9
REINFORCEMENT) W c i
G Q 0 0 p1m:
PR'9PBSEE DITCH CROSSING i
(# 97 STONE)
RIP RAP
-_� (5 - 12" CLASS B }
c ti
�,�XISTING DITCH 1 _ PROPOSED TOP OF BERM
a � v � -
(PARTIALLY FILLED) 0 fl
PRBP95EE) 8" ROCK PAD
PIPE CROSSING DETAIL ( LARGE SIZE MINE REJECTS)
(SEE SHEET C9.2)
rPRE)POSEE) DITCH FILL
PROPISSEIB FLOW ARROW
ry AT GRADE CROSSING DETAIL / / PR9PE3SF8 SLOPE ARROW
(SEE SHEET C10 -1) ,r
@P89EE1 DITCH % i/ B
mowMAJOR PLUG
(LENGTH = 100')
a $' �°' rx / MINOR PLUG
4 -EXIST!
0 GRADE U ��' (LENGTH = 50`)
TOP OF BANK �@ PIPE AND
rxw RIPRAP
1 D9; '
PRE- CONSTRUCTION
[7 y SURVEY SPOT ELEVATION
¢7 , tr P y II
" 0 &L Ile
I e PRE- CONSTRUCTION LIDAR
ELEVATION
01250 PRE - CONSTRUCTION SPOT m
ELEVATION r
z
AS - BUILT SPOT GRADES 0
U
00 z
ti^ ti a THIS LEGEND SUPERCEDES LEGEND ON J O
13 BERM � � � G1.2 WHEN CONFLICTING.
i 0.50 ,. m
EXISTING ROADSIDE DITCH
(FILLED)_�Ic�' �' �� fib• r , y1
rry r EXISTING ROADSIDE
r DITCH
01 (PARTIALLY,FILLEO
ROYAL ROAD
ALIGNMENT ' t
III �,y � r ° - .� � o�•'� t � + Ni7i
36 0.50
f1]
fn
Z
J
CL
�©
x
70<
� o
/ KEY MAP L
0 ',0 too 150
Aw
4 SCALE IN FEET
471 Nx.'..JAT
DRAWN By RC
Minimum Elevation
Minirnum Eiev Non
Maximum Elevation
Color
13.000
10.000
10.500
_1
IN
10.500
11.000
■
1 1.000
11 -500
■
x
c�
ilt4
t
r
0
f LEGEND
PR9PGSEB SPILLWAY G
(PYRAMAT TURF 9
REINFORCEMENT) W c i
G Q 0 0 p1m:
PR'9PBSEE DITCH CROSSING i
(# 97 STONE)
RIP RAP
-_� (5 - 12" CLASS B }
c ti
�,�XISTING DITCH 1 _ PROPOSED TOP OF BERM
a � v � -
(PARTIALLY FILLED) 0 fl
PRBP95EE) 8" ROCK PAD
PIPE CROSSING DETAIL ( LARGE SIZE MINE REJECTS)
(SEE SHEET C9.2)
rPRE)POSEE) DITCH FILL
PROPISSEIB FLOW ARROW
ry AT GRADE CROSSING DETAIL / / PR9PE3SF8 SLOPE ARROW
(SEE SHEET C10 -1) ,r
@P89EE1 DITCH % i/ B
mowMAJOR PLUG
(LENGTH = 100')
a $' �°' rx / MINOR PLUG
4 -EXIST!
0 GRADE U ��' (LENGTH = 50`)
TOP OF BANK �@ PIPE AND
rxw RIPRAP
1 D9; '
PRE- CONSTRUCTION
[7 y SURVEY SPOT ELEVATION
¢7 , tr P y II
" 0 &L Ile
I e PRE- CONSTRUCTION LIDAR
ELEVATION
01250 PRE - CONSTRUCTION SPOT m
ELEVATION r
z
AS - BUILT SPOT GRADES 0
U
00 z
ti^ ti a THIS LEGEND SUPERCEDES LEGEND ON J O
13 BERM � � � G1.2 WHEN CONFLICTING.
i 0.50 ,. m
EXISTING ROADSIDE DITCH
(FILLED)_�Ic�' �' �� fib• r , y1
rry r EXISTING ROADSIDE
r DITCH
01 (PARTIALLY,FILLEO
ROYAL ROAD
ALIGNMENT ' t
III �,y � r ° - .� � o�•'� t � + Ni7i
36 0.50
f1]
fn
Z
J
CL
�©
x
70<
� o
/ KEY MAP L
0 ',0 too 150
Aw
4 SCALE IN FEET
471 Nx.'..JAT
DRAWN By RC
AS -B U I LTS
REV. No DATE DESCRIPTION'.
DATE: 01t16114
SHEET:
04.98
Minimum Elevation
Maximum Elevation
Color
t t.504
13.000
mw
13.000
16.000
IN
16.004
25.000
IN
AS -B U I LTS
REV. No DATE DESCRIPTION'.
DATE: 01t16114
SHEET:
04.98

APO
PIPE CROSSING DETAIL .•. PARKING LOT
LEGEND
PRBPBSEB SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
(SEE SHEET C9.2) 9
[SEE SHEET C7 t�� PR@PBSEE}DITCH CROSSING
�*
116. 6 +717.81 lrjl�
e {# 57 STONE}
STA.16 +2Q
2 - 18'" CALP p _ PRBPBSEBRIP RAP
(SEE SHEET C9.2) .. r
a. L� (5" - 12" CLASS B j
h y ^i `- ; ^a I o h _EXISTING ROA[SI�DE
O� O o o C O r, O O O DITCH 0 _ PR6PBSEE)TOP OF BERM
V I {'FILLED)
1 ROYAL ROAD
4 ALIGNMENT _ - -- — PRBPBSE&8" ROCK PAD
— — — — — - `�� PARKING LOT EL = 10.88 -_ — PARKING LOT_E�1f5 71 i F
-� — N � � — � =T — r - — — — � (LARGE SIZE MINE REJECTS)
J -' - ,s.00 -- - s,nu — — — ,7:00 - OT EL = 10.77 AR— i
T - P RKING L q.P PARKING LOT EL i0 98 z2 9a
-T ± � - y �RBPt35E8 DITCH FILL
— — — — —
I �� -� _
�� —T - — — — 1- - _ " ' -�" -� -.9• -.L ►- / �RBP65EEFLOW ARROW
IF
I ii '? #r � ', �l y 1 ■ - PR9P65EBSLOPE ARROW
a
EXISTIN ROR'OSIDE -
\' Y l l— �1RBPeB
DITCH
MAJOR PLUG
`[FILLED) � � � � ..�
- (LENGTH = 100')
STA. 11 +00 PIPE CROSSING b�TAIL PARKING LOT
-2 -18" CALP0
a e (S � c (SEE SHE - 16 II+, 7Q_81b ° ti 4 E . SHEET 7.0
O O 0 �
i O P� > PR9PB8E9 MIN
OR PLUG
EE S E7 CO � (LENGTH = 57)
ROP95EBPIPE
AND
{r' T RIPRAP
PRE- CONSTRUCTION
4) 140
SURVEY SPOT ELEVATION
O b?` PRE - CONSTRUCTION LIDAR
ELEVATION
1 a .a) PRE - CONSTRUCTION SPOT
! �' .� ` ii12.5Q ELEVATION
..12.00 * AS - BUILT SPOT GRADES
1 I f t
,,� ♦ �- " > ,� NOTE:
0 1 O O� o O� �3 THIS LEGEND SUPERCEDES LEGEND ON
A ryIl _ 10
III 9
I H,, '
LLED)
}
I V1
,� .�� 1t1lAlfCy __liNE - _ �r
Mwmum Elevation Mokmon Elevation Cower Minimum Elevation Maximum Elevation CWor
0.090 7.500 ■ 8.500 9.000
e 7.500 8.ow 9.000 9.%0 E
8.090 8.50@ 9.500 10 -D00
0 cb A*
* C1.2 WHEN CONFLICTING.
T_
it4 ' ■
O
0�1 09
b 04h 0
VC4.95 .,
1 '.1
1Di Pi
Minimum Elevation
Maximum E wvaemt
tutor
10.000
10.500
Maximum Elevation
10.500
11.000
T.
r1AW
11.500
■
0 cb A*
* C1.2 WHEN CONFLICTING.
T_
it4 ' ■
O
0�1 09
b 04h 0
VC4.95 .,
KEY MAP
0 50 100 150
SCALE IN FEET
®� WE
N O r 2
2zw
5
a
�x
I�
oClia
H_
I
L _ J
z ?z cr
z
��o r
o
U
¢O
O
LL
m
LJi
_j
J R
0
LL
L
° Q
z
r
9
PRa.Na.: 1002
ow�wN 9r: RC
DATE: 01116114
"HEFT:
04.99
1 '.1
1Di Pi
Minimum Elevation
Maximum Elevation
CWOr
T.
1,.500
13000
�' ----J�
AS.—B U I LTS
13.000
16.000
1 'S
16.000
25.000
■
KEY MAP
0 50 100 150
SCALE IN FEET
®� WE
N O r 2
2zw
5
a
�x
I�
oClia
H_
I
L _ J
z ?z cr
z
��o r
o
U
¢O
O
LL
m
LJi
_j
J R
0
LL
L
° Q
z
r
9
PRa.Na.: 1002
ow�wN 9r: RC
DATE: 01116114
"HEFT:
04.99
1 '.1
1Di Pi
91
T.
81 82
83. I sa
05 �a aT eB
I'g
VO 11 T2
TS 1174
1 'S
A3 4,
3a 3
•35t- .331
STREAM ALIGNMENT
� 311 �
t? a'•
� a zs
—__ -
PanjEeTSnunrDAar
E
DENOTES THIS SHEET
i 13 14
.
PHASE '!
_
lI B 1d
_
5 8
PHASE 3
KEY MAP
0 50 100 150
SCALE IN FEET
®� WE
N O r 2
2zw
5
a
�x
I�
oClia
H_
I
L _ J
z ?z cr
z
��o r
o
U
¢O
O
LL
m
LJi
_j
J R
0
LL
L
° Q
z
r
9
PRa.Na.: 1002
ow�wN 9r: RC
DATE: 01116114
"HEFT:
04.99

N.
+39.85
aF1 l 0, 100'
ROADSFDE DITCH PLUG
— — — -- - - - - - - - - - — —' - -- z ' c -
00 00
21+00 24,013 25 *00 26 +tlD 31-00
T
- - - - - SLUG EL Sp.u4 ; - e -- PCIL' -'141 f - - - - -- --
-- ---------
z `
�
z
l
z
f i1
7.500
■
C 1.500
8.000
■
a y1
c
Mtif
10 -SDD
PRePBSEB DITCH CROSSING
9.000
S-
(# 57 STONE)
1
10.500
ll -DDO
r
8.500
11.000
i
■
* '.
Iay•'
19,' O , All
10 r
;F DITC
4 } �h
�, .•_ 1 A06
1S# H ' !'
IR
"00 ! s E
�l
l
IF' . ' Apr
r Ip
_j� h l °
�a�hl
0
Sh
O 7 ±. V0
OA
14 t Q
�. Minimum Eki"llon
I Maximum Elevation
I Calar
0 -000
7.500
■
C 1.500
8.000
■
a &DDD
0.500
10.000
10 -SDD
PRePBSEB DITCH CROSSING
M
70AS
�T
F
q
(c; ,
`� 11
1 , !.
hf L
O
A.
AS- GUILTS
LEGEND
Minimum Elevation
Minimum Elevation
Maximum Elevation
Minimum Elevation
Maximum Elavatiml
Color
8.600
7,7
■
10.000
10 -SDD
PRePBSEB DITCH CROSSING
9.000
(# 57 STONE)
1
10.500
ll -DDO
8.500
11.000
11 -509
■
AS- GUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Color
11.500
13 -DDD
13.000
16 -0106
■
16.000
25.Dt10
AS- GUILTS
LEGEND
PRE)POSEB SPILLWAY
w
(PYRAMAT TURF
REINFORCEMENT)
w C:
o a
PRePBSEB DITCH CROSSING
z
(# 57 STONE)
1
PR6PB5EERIP RAP
L� - _ (S" - 12" CLASS B)
_EXISTING RF} M
7CM PR6P95E9 TOP OF BERM s e ci
DPR6P6SEB 8" ROCK PAD P
( LARGE SIZE MINE REJECTS) 3 $ o
4 ! .PR6P65EB-DITCH FILL
A E
-+Rel"19SEBFLOW ARROW a € w a
PRE)P65EB SLOPE ARROW
e . W u
acs
MAJOR PLUG
(LENGTH =100') s
PR6PE)SE6MINOR PLUG �~
(LENGTH = S0')
PR91eSEE PIPE AND
RIPRAP
t�5 PRE - CONSTRUCTION 4
SURVEY SPOT ELEVATION
�? PRE- CONSTRUCTION LIDAR
0 ELEVATION
X17 5D PRE - CONSTRUCTION SPOT a
ELEVATION
1i.00 AS - BUILT SPOT GRADES O
NOTE: O
¢ z F
J 0
THIS LEGEND SUPERCEDES LEGEND ON O
LL
C1.2 WHEN CONFLICTING.
` m
IFja 5A e•
I 43
5 '3�
'37
wnh31 932 T?'
II,�S p
ct�
CL
� J
_J
Z
LL
KEY MAP CL5 O Q
x
H
O LJ
0 50 100 150
SCALE IN FEET
PRa.ta�.: laoz
DRAWN BV- RC
:EV.No. DATE DESCRIPTION DATE: 01116114
- SHEET:
C4.1 00
1
a

l"7 ,%
LEGEND
PRePE)SEB SPILLWAY k
(PYRAMAT TURF
REINFORCEMENT) W c z
m R�q
PRE)P95EB DITCH CROSSING a i
(# 57 STONE) e
PRBP88EB RIP RAP
( 5" - 12" CLASS B )
Rf74 Ro i' IV � \\ � PRepeSEB 48" HDPE �' � CD> vG �] 4 ° e �\ STOP OF BERM
(SEE .SHEET C8.2)
FILLM) ♦;., y A.- 00 Q? i�r �°
w . 1
P
'rROPeSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
cl
ROYAL_RC] , _ r _ _ _ - _ - _ _ _ - - -� - Q d d ° it �f / `DITCH FILL
-
_- - - - - - - =a - - Lk r aj, `EXISTINGWCH D b r
- �6. r j 4 • r,R, p r3EB FLOW ARROW
EXISTING ROAD §IDE \ _12:80
' DITCH �'b �s y�4 p g'} >~ f�R8P95E$ SLOP FARROW
(FILLED) L .� ....�,- �. �\ ,• \ \�:: Ca � o S� � � � 1j �4 nQ
PREIPGSEB
C MAJOR PLUG
'6�� (LENGTH = 100')
lb p Q n PR9P85E8 •MINOR PLUG
ati
:r
c
�I
� I
EXISTING
IPARTIALLY
.`l -,.
c
�L
\" f .0 © aj V o t� CJ (LENGTH - 56 )
fRSPeSEB PIPE AND
a RIPRAP
a o
o o $5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
OP OF BANK UU a 0 ELEVATION
a
a b X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
L) 1i.fl0 AS - BUILT SPOT GRADES
\ ,
\y lb �® � � � � THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
t \ \r
TOP OF BANK
PRe DITCH J
CIO
nxp�
� a
PRBF16SEE BERM
MATCH /
EXISTING
GRADE
a t 1
a�
C
Minimum EWvalion M
Maximum Elevation C
CoW M
Rf74 Ro i' IV � \\ � PRepeSEB 48" HDPE �' � CD> vG �] 4 ° e �\ STOP OF BERM
(SEE .SHEET C8.2)
FILLM) ♦;., y A.- 00 Q? i�r �°
w . 1
P
'rROPeSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
cl
ROYAL_RC] , _ r _ _ _ - _ - _ _ _ - - -� - Q d d ° it �f / `DITCH FILL
-
_- - - - - - - =a - - Lk r aj, `EXISTINGWCH D b r
- �6. r j 4 • r,R, p r3EB FLOW ARROW
EXISTING ROAD §IDE \ _12:80
' DITCH �'b �s y�4 p g'} >~ f�R8P95E$ SLOP FARROW
(FILLED) L .� ....�,- �. �\ ,• \ \�:: Ca � o S� � � � 1j �4 nQ
PREIPGSEB
C MAJOR PLUG
'6�� (LENGTH = 100')
lb p Q n PR9P85E8 •MINOR PLUG
ati
:r
c
�I
� I
EXISTING
IPARTIALLY
.`l -,.
c
�L
\" f .0 © aj V o t� CJ (LENGTH - 56 )
fRSPeSEB PIPE AND
a RIPRAP
a o
o o $5 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
PRE - CONSTRUCTION LIDAR
OP OF BANK UU a 0 ELEVATION
a
a b X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
L) 1i.fl0 AS - BUILT SPOT GRADES
\ ,
\y lb �® � � � � THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
t \ \r
TOP OF BANK
PRe DITCH J
CIO
nxp�
� a
PRBF16SEE BERM
MATCH /
EXISTING
GRADE
a t 1
a�
C
Minimum Elevaton Maximum Elevation CWor Minimum ElWalion Maximum Elevs*M Cdor
B 0.000 7.500 ■ 8.500 9:006 i 10.000 10.560
1.509 8.000 9.000 9.500 ■ 10.500 11.000 ,
8.000 8.500 ` 9.500 10.000 . 11.000 11.500 ■
Minimum ElavAon Maximum Elevation Cdor
11.500 13.000
13.000 18.000 ■
16.000 25.000 ■
0�
\
i \
P '�1
iS V
opi 1 ,Qr � `\• ,
FIELD DITCH PLUG
I
a
EXrING DITCH
II
AS -B U I LTS
D9'
4
�p a
a a
DITCH
al
�a
I i
G
0 6
a P
Q ASr._ 11"J
Yl «Jp
b
0
Q � n
P .
Q b
fl
•
W\
Tre[ Ara xs.IU111[NT
— PROJECT BOUNDARY
O DENOTES THIS SHEET
- PHASE 7
PHASE 3
KEY MAP
o sa tau 1%
SCALE IN FEET
a� aJ
v� w
�mtr�
E5�
�aa�LL.i z
�L
M1 �r�r
,"1 r
FD
a Z
�
M O
f3
Z
¢o
w
m
s
f17
4
CIO _
J CL
V
- 7 Z
1i
LL
4
O ! 11
PRDJ, NO.: 1002
tRAWN BY RC
DATE: 01/16/14
SHEET:
C4.101
Minimum EWvalion M
Maximum Elevation C
CoW M
Minimum ElavAon Maximum Elevation Cdor
11.500 13.000
13.000 18.000 ■
16.000 25.000 ■
0�
\
i \
P '�1
iS V
opi 1 ,Qr � `\• ,
FIELD DITCH PLUG
I
a
EXrING DITCH
II
AS -B U I LTS
D9'
4
�p a
a a
DITCH
al
�a
I i
G
0 6
a P
Q ASr._ 11"J
Yl «Jp
b
0
Q � n
P .
Q b
fl
•
W\
Tre[ Ara xs.IU111[NT
— PROJECT BOUNDARY
O DENOTES THIS SHEET
- PHASE 7
PHASE 3
KEY MAP
o sa tau 1%
SCALE IN FEET
a� aJ
v� w
�mtr�
E5�
�aa�LL.i z
�L
M1 �r�r
,"1 r
FD
a Z
�
M O
f3
Z
¢o
w
m
s
f17
4
CIO _
J CL
V
- 7 Z
1i
LL
4
O ! 11
PRDJ, NO.: 1002
tRAWN BY RC
DATE: 01/16/14
SHEET:
C4.101
0�
\
i \
P '�1
iS V
opi 1 ,Qr � `\• ,
FIELD DITCH PLUG
I
a
EXrING DITCH
II
AS -B U I LTS
D9'
4
�p a
a a
DITCH
al
�a
I i
G
0 6
a P
Q ASr._ 11"J
Yl «Jp
b
0
Q � n
P .
Q b
fl
•
W\
Tre[ Ara xs.IU111[NT
— PROJECT BOUNDARY
O DENOTES THIS SHEET
- PHASE 7
PHASE 3
KEY MAP
o sa tau 1%
SCALE IN FEET
a� aJ
v� w
�mtr�
E5�
�aa�LL.i z
�L
M1 �r�r
,"1 r
FD
a Z
�
M O
f3
Z
¢o
w
m
s
f17
4
CIO _
J CL
V
- 7 Z
1i
LL
4
O ! 11
PRDJ, NO.: 1002
tRAWN BY RC
DATE: 01/16/14
SHEET:
C4.101
KEY MAP
o sa tau 1%
SCALE IN FEET
a� aJ
v� w
�mtr�
E5�
�aa�LL.i z
�L
M1 �r�r
,"1 r
FD
a Z
�
M O
f3
Z
¢o
w
m
s
f17
4
CIO _
J CL
V
- 7 Z
1i
LL
4
O ! 11
PRDJ, NO.: 1002
tRAWN BY RC
DATE: 01/16/14
SHEET:
C4.101

MATCH LG N E - See Sheet C4_ -1 c' ;
OL
a 4 g Q 4
E�GRA
0 0; t� � �tr'••j f1 t o
o u t 'P
® ° 5
I
p Q � ' 'Y ' ''-� atiS , 6
+ S
NORTH PFJpER
i II a o IG dti! 7�-. u4 �"I 11p�Jy)i'�%P 1 q., is ALIG T
apn Q f Ar
d
a a « l,,VVEYERHA8USER ;> J a
" I �
y� '^.1 r1 �✓+1 g P..}f!!l�1�1L 7� {� '�'0�.. fj ' J J {L,,0 9 1� p �t� / V
I�i(i� ,r j d I
II
Ir
�t
a 'a jam' ° " �c ' v WEYFRHAEbSER ooMpANY +�., 8
a j A 08 1 044AG 5.37 � ' }� � �
6. 1 6'Q w� d 4T'� m q A �L- q E, Si [. 79 -7 o,R' l� (IJ�i� J a.
I_ �}Q D r� o• 0 SK, Q o 1.7 u 8.7 'I
era fl'Ao cbd 6 /9D� IG 11 p 0 G
° O Oo
it !� ° {`�+1�j 9 0...,.'• (7
EXISTING DIT EXISTING DITCW EXISTING DITCH $
�TrA rs a �` $ 1f ,J'C'S f �() C) I
'i ' Q '� 'sJII -
5 �aLl J L 8.75
y
o MATCH LITE - See Sheet C4.98
Mlnlmum Etevadwr Maximum Elaxadwn cow Minimum Efe+ratlon Maximum Elevation Gofer
0.000 7.500 9.590 9.090
7.500 6-000 8.000 9 -500 E
8.000 6.500 8.500 10.OW .
►o
O
a �
TOP OF BANK k
0
c
a
+
N
01
f7
0
0
0
+m
II,
6
h
�^ w
a
U�
PROS BERM
)Q
MINOR PLUG
PRBPeSEE SPILLWAY
Mlnumum Etwadaa
Maximum Efevation
Gofer
10.009
10.500
1
10.5W,
11.000
SURVEY SPOT ELEVATION
11A00
11 .500
■
►o
O
a �
TOP OF BANK k
0
c
a
+
N
01
f7
0
0
0
+m
II,
6
h
�^ w
a
U�
PROS BERM
)Q
MINOR PLUG
PRBPeSEE SPILLWAY
Cl
D(PYRAMAT TURF
Minlenum Elevation
Munnam Elervadon
Color
O
11.590
13 -000
SURVEY SPOT ELEVATION
d
13.000
16.000
ELEVATION
312.50
161100
25.000
■
►o
O
a �
TOP OF BANK k
0
c
a
+
N
01
f7
0
0
0
+m
II,
6
h
�^ w
a
U�
PROS BERM
)Q
62
� U
O
d
AS- GUILTS
LEGEND
MINOR PLUG
PRBPeSEE SPILLWAY
Cl
D(PYRAMAT TURF
PRoPBoEQPIPE AND
REINFORCEMENT)
w o��
O
oim
P
SURVEY SPOT ELEVATION
d
z
C
ELEVATION
312.50
0�
ELEVATION
62
� U
O
d
AS- GUILTS
LEGEND
MINOR PLUG
PRBPeSEE SPILLWAY
r,1
D(PYRAMAT TURF
PRoPBoEQPIPE AND
REINFORCEMENT)
w o��
oim
+�h
SURVEY SPOT ELEVATION
PRePeSEEI DITCH CROSSING
z
(# 57 STONE) 1
I IPRSPBSEBRIP RAP
k J (5" - 12" CLASS B)
_ STOP OF BERM
DPROPOScv8" ROCK PAD
(LARGE SIZE MINE REJECTS)
< i PROPOSED DITCH FILL
w.--- PROPISSEIBFLOW ARROW
1 i'R9PE3SFR SLOPE ARROW
PRBP65EEB
=Ed MAJOR PLUG
(LENGTH = 100')
1
soon
"iyy =13
'x
TIRI
MINOR PLUG
-PRRBPBSEB
(LENGTH � 50')
El
PRoPBoEQPIPE AND
-
RIPRAP
PRE - CONSTRUCTION
+�h
SURVEY SPOT ELEVATION
mb
PRE - CONSTRUCTION LIDAR
C
ELEVATION
312.50
PRE - CONSTRUCTION SPOT
ELEVATION
12.00
AS - BUILT SPOT GRADES
NOTE=
1
soon
"iyy =13
'x
TIRI
Ara xx.101111NT
—PROJECT
BOUNDARY
El
OEN4TE5 77nS SNEE>"'
-
PHASE f
PHASE3
KEY MAP
0 50 100 150
SCALE IN FEET
3m
=3
Y�
G
0
ZS� U
a Z
0
L)
O
r�
1'
r
7
Z
Q
a.
� �rJ�ny
< V
C? Z
LL
Co © Q
tic
rn
r PRUJ. NO.: 1002
DRAWN BY: RC
DATE. O1116114
SHEET:
04.102

h
v
1b
14
r) y 0 C
II
I
�I
II
II.
eti 1. II 't� a
I
4 I
i
o I o 0
LI
I
F I
"c'c"aN S+RUar 50'
^� FIELD�DITCH PLUG a
�4 y
c3 .I 4
111
I
'b.
I
li
I
EXISTING DITCH
(PARTIALLY FILLED)
II
� U
� I
I
Minimum Ele"lion
I Maximum Elevation
3 0.000
7.500
r 7.500
8.000
8.000
6.500
i!
9.000
G
t
t1
i7
�1
0�
0
4`
rs
c %
U
4b`
U
► i �` . LEGEND
¢, 0' PRePE)SEB SPILLWAY w 2
o C' c © u (PYRAMAT TURF
�y. 0 t REINFORCEMENT] W o z
m o a
p ; i FReP85EE1 DITCH CROSSING a i
�l i ' (# 57 STONE)
i 0 PRBP85EB RIP RAP
Minimum Elevation
Minimum Elevation
Maximum Elevation
Odor
8.500
9.900
13.000
9.000
9 -500
■
8.500
10-OW
.
t
t1
i7
�1
0�
0
4`
rs
c %
U
4b`
U
► i �` . LEGEND
¢, 0' PRePE)SEB SPILLWAY w 2
o C' c © u (PYRAMAT TURF
�y. 0 t REINFORCEMENT] W o z
m o a
p ; i FReP85EE1 DITCH CROSSING a i
�l i ' (# 57 STONE)
i 0 PRBP85EB RIP RAP
g �a
0 p
{ 5" - 12" CLASS B )
STOP OF BERM
�r. T ROPeSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
{I ` v ✓ / PRePOSEE) DITCH FILL
..?FLOW ARROW
AD
l4,
P ReP85EB SLOP F ARROW
Al
�RBPGSEB
GeNSTRH 50' 4 � h N t • s • ' MAJOR PLUG
FIELD DITCH PLUG -- _ : J r (LENGTH = 100'}
fiR8P85EBMINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
ti II RIPRAP
Aft __ . 4.
0b PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
0 0 0l l a o ❑
I �? PRE - CONSTRUCTION LIDAR
0 ELEVATION
1 X12 50 PRE - CONSTRUCTION SPOT
-T m
ELEVATION
1 a
1 4_ 12.110 AS - BUILT SPOT GRADES Z
M , O
a �ti a �6 ah t NOTE: ¢ z �
� THIS LEGEND SUPERCEDES LEGEND ON
EXISTING DITCH C1.2 WHEN CONFLICTING.
II (PARTIALLY FILLED) w
0' Qr
�C'
Ash
U {
P
07.
Minimum Elevation
Minimum Elevation
0
0
10.000
10.500
13.000
10.500
11.000
18.000
11.000
n
o
g �a
0 p
{ 5" - 12" CLASS B )
STOP OF BERM
�r. T ROPeSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
{I ` v ✓ / PRePOSEE) DITCH FILL
..?FLOW ARROW
AD
l4,
P ReP85EB SLOP F ARROW
Al
�RBPGSEB
GeNSTRH 50' 4 � h N t • s • ' MAJOR PLUG
FIELD DITCH PLUG -- _ : J r (LENGTH = 100'}
fiR8P85EBMINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
ti II RIPRAP
Aft __ . 4.
0b PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
0 0 0l l a o ❑
I �? PRE - CONSTRUCTION LIDAR
0 ELEVATION
1 X12 50 PRE - CONSTRUCTION SPOT
-T m
ELEVATION
1 a
1 4_ 12.110 AS - BUILT SPOT GRADES Z
M , O
a �ti a �6 ah t NOTE: ¢ z �
� THIS LEGEND SUPERCEDES LEGEND ON
EXISTING DITCH C1.2 WHEN CONFLICTING.
II (PARTIALLY FILLED) w
0' Qr
�C'
Ash
U {
P
07.
^,a } 1b �� N
I
I I
I
I
I
II .
iI
0 0 rf C C I
I
1 '
i
_c
I-
Q
J ril
0 V
Z
7C3¢
LL
❑
ad
1 KEY MAP Q
x
r��
0 so . , S SCALE IN FEET 144 154
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
10.000
10.500
13.000
10.500
11.000
18.000
11.000
11.5110
■
^,a } 1b �� N
I
I I
I
I
I
II .
iI
0 0 rf C C I
I
1 '
i
_c
I-
Q
J ril
0 V
Z
7C3¢
LL
❑
ad
1 KEY MAP Q
x
r��
0 so . , S SCALE IN FEET 144 154
AS -B U I LTS
jjj'_ .-._ . -
PRCK1 NO.: 1002
LRAWN BY RC
-TE: 01116/14
SHEET:
C4.1 03
Minimum Elevation
Maximum Elevation
Odor
11.500
13.000
E
13.000
16.000
■
18.000
25.000
AS -B U I LTS
jjj'_ .-._ . -
PRCK1 NO.: 1002
LRAWN BY RC
-TE: 01116/14
SHEET:
C4.1 03

m° °I
s
�� ��}�
O p 4 `` O 4
.0dr
4 Ilk
c
T
L ` e8N8;FRHG 5fl
F
IL
IELD DITCH PLUG
i $ Q
I�
! t if
jo
Q + I
r
4
(PA
$wl
Minimum Eevation
I Maxim""' Elevellon
3
Minimum €levation 7
0.000
7.500
r 7.500
8.000
8.000
6.500
Y
► d fi A `
r
1�
flit
AA T4AIn
F
b
O
TING DITC s
TI LY FILL
fl
s
s
s ■
Ah
_'I
9 1
fl 0
IF
8.500
8.000 9.500
Minimum Elevation Maximum Elsva Lion Cdor
10.000 10.500
10.500 11.006 ,
11.000 11.s00 ■
Minimum Elevation Maximum Elevation Odor
11.500 13.000
tlao0 18.000 ■
16.000 25.000
A5— BUILTS
ell LEGEND PR8P8SEB SPILLWAY k
$ "$ -- (PYRAMAT TURF
REINFORCEMENT) N c z
jB
r� o�
FR@f'9Bff}DITCH CROSSING a i
(# 57 STONE) e
a r PReP68EBRIP RAP
{ 5" - 12" CLASS B )
_ PROPOSEB TOP OF BERM
DPR@PBSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
r f / PRISPOSEE) DITCH FILL
""?FLOW ARROW
PROP85EF) SLOPE ARROW
PRBPGSEB
w�d MAJOR PLUG
(LENGTH = 100')
-R8P85E8 MINOR PLUG
f� (LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION El/
eh PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
I a
12.{10 AS - BUILT SPOT GRADES � O
U
NOTE: ¢ z �
01 j ► THIS LEGEND SUPERCEDES LEGEND ON o
C1.2 WHEN CONFLICTING. x
10
KEY MAP
a xd
ion 14
SCALE IN FEET
c�
CL
Q
� J
J CL
�Q
Z
CLL
�° Q
x
r
[L
0
PROJ, NO.: 1002
twAWN BY RC
DATE: 01/16/14
SHEET:
�10
Minimum €levation 7
7,o-
Minimum Elevation Maximum Elsva Lion Cdor
10.000 10.500
10.500 11.006 ,
11.000 11.s00 ■
Minimum Elevation Maximum Elevation Odor
11.500 13.000
tlao0 18.000 ■
16.000 25.000
A5— BUILTS
ell LEGEND PR8P8SEB SPILLWAY k
$ "$ -- (PYRAMAT TURF
REINFORCEMENT) N c z
jB
r� o�
FR@f'9Bff}DITCH CROSSING a i
(# 57 STONE) e
a r PReP68EBRIP RAP
{ 5" - 12" CLASS B )
_ PROPOSEB TOP OF BERM
DPR@PBSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
r f / PRISPOSEE) DITCH FILL
""?FLOW ARROW
PROP85EF) SLOPE ARROW
PRBPGSEB
w�d MAJOR PLUG
(LENGTH = 100')
-R8P85E8 MINOR PLUG
f� (LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION El/
eh PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
I a
12.{10 AS - BUILT SPOT GRADES � O
U
NOTE: ¢ z �
01 j ► THIS LEGEND SUPERCEDES LEGEND ON o
C1.2 WHEN CONFLICTING. x
10
KEY MAP
a xd
ion 14
SCALE IN FEET
c�
CL
Q
� J
J CL
�Q
Z
CLL
�° Q
x
r
[L
0
PROJ, NO.: 1002
twAWN BY RC
DATE: 01/16/14
SHEET:
�10
Minimum Elevation Maximum Elevation Odor
11.500 13.000
tlao0 18.000 ■
16.000 25.000
A5— BUILTS
ell LEGEND PR8P8SEB SPILLWAY k
$ "$ -- (PYRAMAT TURF
REINFORCEMENT) N c z
jB
r� o�
FR@f'9Bff}DITCH CROSSING a i
(# 57 STONE) e
a r PReP68EBRIP RAP
{ 5" - 12" CLASS B )
_ PROPOSEB TOP OF BERM
DPR@PBSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
r f / PRISPOSEE) DITCH FILL
""?FLOW ARROW
PROP85EF) SLOPE ARROW
PRBPGSEB
w�d MAJOR PLUG
(LENGTH = 100')
-R8P85E8 MINOR PLUG
f� (LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION El/
eh PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
I a
12.{10 AS - BUILT SPOT GRADES � O
U
NOTE: ¢ z �
01 j ► THIS LEGEND SUPERCEDES LEGEND ON o
C1.2 WHEN CONFLICTING. x
10
KEY MAP
a xd
ion 14
SCALE IN FEET
c�
CL
Q
� J
J CL
�Q
Z
CLL
�° Q
x
r
[L
0
PROJ, NO.: 1002
twAWN BY RC
DATE: 01/16/14
SHEET:
�10
A5— BUILTS
ell LEGEND PR8P8SEB SPILLWAY k
$ "$ -- (PYRAMAT TURF
REINFORCEMENT) N c z
jB
r� o�
FR@f'9Bff}DITCH CROSSING a i
(# 57 STONE) e
a r PReP68EBRIP RAP
{ 5" - 12" CLASS B )
_ PROPOSEB TOP OF BERM
DPR@PBSEB F' ROCK PAD
( LARGE SIZE MINE REJECTS)
r f / PRISPOSEE) DITCH FILL
""?FLOW ARROW
PROP85EF) SLOPE ARROW
PRBPGSEB
w�d MAJOR PLUG
(LENGTH = 100')
-R8P85E8 MINOR PLUG
f� (LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
05 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION El/
eh PRE - CONSTRUCTION LIDAR
0 ELEVATION
X12 5Q PRE - CONSTRUCTION SPOT
ELEVATION
I a
12.{10 AS - BUILT SPOT GRADES � O
U
NOTE: ¢ z �
01 j ► THIS LEGEND SUPERCEDES LEGEND ON o
C1.2 WHEN CONFLICTING. x
10
KEY MAP
a xd
ion 14
SCALE IN FEET
c�
CL
Q
� J
J CL
�Q
Z
CLL
�° Q
x
r
[L
0
PROJ, NO.: 1002
twAWN BY RC
DATE: 01/16/14
SHEET:
�10

0
a
1`
IL
gAtCH L11
jib
0 v
00'6
o0 Lam°
6Q P
'_ C> 4 P
6.. h o 1] q, 0Q� 9'1
61) R a
F�SANK �S a
1, 4 a
q0
A. 1J o` /may O p J 4 °
NK
PR61"OSEE)DIT `Q
0 so
41 1
CJ
0 i1 1 V 0.
cb- Q
O'er e p - O .. O
PREP BERM
MA+eii
EXISTING D C".> v G 4 ( , , •�
GRADE S � ° ° 4 15 0 '57 ra x
t.
y t J C3
0 s o
l v
Minimum Elevation Maximum Elevation Wor Minimum Elevation Maximum Elavatiorl Color
0-" 7.500 ■ 8.500 9-" 10.000 10.500 ;! . 1
7.500 8.000 9.000 9.900 10.500 11.000 ,
W $.000 8.500 t 9.500 10.000 ■ 11.000 1100
.5 ■
Minimum Elevation Maximum Elevation Color
11.500 13.000
13.000 18.000 ■
15.000 25.000
AS- GUILTS
�a
LEGEND
F'R6PBSEB SPILLWAY w
(PYRAMAT TURF
REINFORCEMENT)
prz
C) a
PRePBSEB DITCH CROSSING z
(# 57 STONE)
PRBP88E9RIP RAP
( 5" - 12" CLASS B )
_ STOP OF BERM
DPROPOSEB 8 ROCK PAD
( LARGE SIZE MINE REJECTS)
PR@PASEE3 DITCH FILL
..?FLOW ARROW
I— PR6PBSE#3 SLOPE ARROW
PRBPeGEB
=Ed MAJOR PLUG
(LENGTH =100')
-PR9PGSEBMINOR PLUG
(LENGTH = 59)
PRBPeSEE PIPE AND
RIPRAP
t$� PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
aM PRE - CONSTRUCTION LIDAR
D ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1_2 WHEN CONFLICTING.
i 10a1P}, 4p§
ye son s
R -82 :t7: U 95
c"9 h0 T1 2 ?S 14 i5 75 "' ;fly
go a0 81 ''az ,
53 54 1 `4 F 4T
43
In _
3B 31_
.','TRrA. AL G1114[hT
p. y,
1 — PROJECT BCiJNOARY
7--" 11 - -- E] DENOTES THIS SHEET
13 14- P{ASE7
� g 111x.
a 7'' PHASE.
KEY MAP
0 50 100 750
SCALE IN FEET
14 e�
a'e w
Sal_
=E� a
Aai€�w�i
�L
� O
C)
Z
0
0
U7
co
IL
Vi
� Q
c
OE
�0
Q
C D
2
� V
PRDJ. NO.: 1002
DRAWN BY- RC
DATE: 01116114
SHEET:
04.105
4 Minimum Elevalon M
Maximum Elevation C
Color M
Minimum Elevation Maximum Elevation Color
11.500 13.000
13.000 18.000 ■
15.000 25.000
AS- GUILTS
�a
LEGEND
F'R6PBSEB SPILLWAY w
(PYRAMAT TURF
REINFORCEMENT)
prz
C) a
PRePBSEB DITCH CROSSING z
(# 57 STONE)
PRBP88E9RIP RAP
( 5" - 12" CLASS B )
_ STOP OF BERM
DPROPOSEB 8 ROCK PAD
( LARGE SIZE MINE REJECTS)
PR@PASEE3 DITCH FILL
..?FLOW ARROW
I— PR6PBSE#3 SLOPE ARROW
PRBPeGEB
=Ed MAJOR PLUG
(LENGTH =100')
-PR9PGSEBMINOR PLUG
(LENGTH = 59)
PRBPeSEE PIPE AND
RIPRAP
t$� PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
aM PRE - CONSTRUCTION LIDAR
D ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1_2 WHEN CONFLICTING.
i 10a1P}, 4p§
ye son s
R -82 :t7: U 95
c"9 h0 T1 2 ?S 14 i5 75 "' ;fly
go a0 81 ''az ,
53 54 1 `4 F 4T
43
In _
3B 31_
.','TRrA. AL G1114[hT
p. y,
1 — PROJECT BCiJNOARY
7--" 11 - -- E] DENOTES THIS SHEET
13 14- P{ASE7
� g 111x.
a 7'' PHASE.
KEY MAP
0 50 100 750
SCALE IN FEET
14 e�
a'e w
Sal_
=E� a
Aai€�w�i
�L
� O
C)
Z
0
0
U7
co
IL
Vi
� Q
c
OE
�0
Q
C D
2
� V
PRDJ. NO.: 1002
DRAWN BY- RC
DATE: 01116114
SHEET:
04.105
AS- GUILTS
�a
LEGEND
F'R6PBSEB SPILLWAY w
(PYRAMAT TURF
REINFORCEMENT)
prz
C) a
PRePBSEB DITCH CROSSING z
(# 57 STONE)
PRBP88E9RIP RAP
( 5" - 12" CLASS B )
_ STOP OF BERM
DPROPOSEB 8 ROCK PAD
( LARGE SIZE MINE REJECTS)
PR@PASEE3 DITCH FILL
..?FLOW ARROW
I— PR6PBSE#3 SLOPE ARROW
PRBPeGEB
=Ed MAJOR PLUG
(LENGTH =100')
-PR9PGSEBMINOR PLUG
(LENGTH = 59)
PRBPeSEE PIPE AND
RIPRAP
t$� PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
aM PRE - CONSTRUCTION LIDAR
D ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1_2 WHEN CONFLICTING.
i 10a1P}, 4p§
ye son s
R -82 :t7: U 95
c"9 h0 T1 2 ?S 14 i5 75 "' ;fly
go a0 81 ''az ,
53 54 1 `4 F 4T
43
In _
3B 31_
.','TRrA. AL G1114[hT
p. y,
1 — PROJECT BCiJNOARY
7--" 11 - -- E] DENOTES THIS SHEET
13 14- P{ASE7
� g 111x.
a 7'' PHASE.
KEY MAP
0 50 100 750
SCALE IN FEET
14 e�
a'e w
Sal_
=E� a
Aai€�w�i
�L
� O
C)
Z
0
0
U7
co
IL
Vi
� Q
c
OE
�0
Q
C D
2
� V
PRDJ. NO.: 1002
DRAWN BY- RC
DATE: 01116114
SHEET:
04.105
( 5" - 12" CLASS B )
_ STOP OF BERM
DPROPOSEB 8 ROCK PAD
( LARGE SIZE MINE REJECTS)
PR@PASEE3 DITCH FILL
..?FLOW ARROW
I— PR6PBSE#3 SLOPE ARROW
PRBPeGEB
=Ed MAJOR PLUG
(LENGTH =100')
-PR9PGSEBMINOR PLUG
(LENGTH = 59)
PRBPeSEE PIPE AND
RIPRAP
t$� PRE- CONSTRUCTION
SURVEY SPOT ELEVATION
aM PRE - CONSTRUCTION LIDAR
D ELEVATION
X12 5D PRE - CONSTRUCTION SPOT
ELEVATION
11.40 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1_2 WHEN CONFLICTING.
i 10a1P}, 4p§
ye son s
R -82 :t7: U 95
c"9 h0 T1 2 ?S 14 i5 75 "' ;fly
go a0 81 ''az ,
53 54 1 `4 F 4T
43
In _
3B 31_
.','TRrA. AL G1114[hT
p. y,
1 — PROJECT BCiJNOARY
7--" 11 - -- E] DENOTES THIS SHEET
13 14- P{ASE7
� g 111x.
a 7'' PHASE.
KEY MAP
0 50 100 750
SCALE IN FEET
14 e�
a'e w
Sal_
=E� a
Aai€�w�i
�L
� O
C)
Z
0
0
U7
co
IL
Vi
� Q
c
OE
�0
Q
C D
2
� V
PRDJ. NO.: 1002
DRAWN BY- RC
DATE: 01116114
SHEET:
04.105
KEY MAP
0 50 100 750
SCALE IN FEET
14 e�
a'e w
Sal_
=E� a
Aai€�w�i
�L
� O
C)
Z
0
0
U7
co
IL
Vi
� Q
c
OE
�0
Q
C D
2
� V
PRDJ. NO.: 1002
DRAWN BY- RC
DATE: 01116114
SHEET:
04.105

4 V n V U_ I�1
4 Q p O
O
°I
O
n
A
� o
4
G
d O
°� Q qU LI
a� V°
0
Q a O
A
V �j o
O
.t
r A
1
a u " LEGEND
3 ° ° N
PR8PG EEI SPILLWAY
j p J o?° I :�� I fr (PYRAMAT TURF c
I O i)° REINFORCEMENT) w o� i
33
030:
W v � o. 1 fRePeSEB DITCH CROSSING z z
I d (# 57 STONE) o
a c 'I I I PR6P6SESRIP RAP
(5" - 12" CLASS B)
-EXISTING DITCH TimPOSEvTOP OF BERM
I 1I _*� / v c 1 o a ' ' ' 0 ° d 4l , )8" ROCK PAD
l TI t [ C v �I�II
} d U %� hV . r� C��✓1J,� rJ`T l © � I I I -0 j o 6 • ` b a ��a d o p m �a +',. � �� 71 1�MA � O L�1� ?�y J �} V �D y�C� $' r✓ 1 �� D Q ' k 1 1
�r� r
f ( LARGE SIZE MINE REJECTS)
Qs EXISTING DITCH
EiTDITCH FILL
EXISTING DITCH
Ab
p �; D O p �p n fR9P6SEB FLOW ARROW
PREIPE)SPH SLOPE ARROW
0� Q 47
EXISTING DITCH
I
- o a ° � . 9' � Q n� ay�o a , � o y/�y� ° >� p '.
�r MAJOR PLUG
• %, � �. � i 1, I (LENGTH = 700')
6 a��� v aID o� � NORTH PROPERTY LINED ^� ❑� V i INO' p� { � . ' PRBPBSE$MI NOR PLUG
° V Q� a �j ffJJl Ll 1� / %� GfiAQE 14
ALIGNMENT .ti i1 o �r p �`�)!...
1 1 i I ' (LENGTH = 50`)
SPILLWAY 4 I i�� S 1':: i r4�.�
y� I , .. _?ROAD t•-
C7 I- a n ? � fR6P9SEB PIPE AND
4 SEE SHEET w ( )I u� r —..
( � � � r �^ * (� t00.p0 (H -H�
070.1& C102) 130 +00.00 H -H f 32 00.00 (H -H} 0 - � RIPRAP
i
128 +50.00 (i� Y
r I _
EXISTING
®�J o !1 Qnry GRADE
q o
-a 1 t'+ Qli V LI �P� I
- f
� [ ✓� q � n Vd 1
l Jj (j rrt1 i l JJ
t i,/':, i■ ;4+(✓L
d o it 1
R AD 4 II
1: O ➢ +
G � EXISTING DITCH $
EXISTING DITCH p � N
j
i f1 1 a
1 1 EXISTING
GRA
DEM
P
OF BANK
CD
10 33 MAT
v
-7.r
r,- GRADE
PROPeSEEI BERM
i all,
• 1 1
.` Minimum Elevalion Maximum Elevallw, COW Minimum Elevation Maximum Elevetron CWor Minimum EfeveNon Maximum Elevation Cekr Minimum Elevation Maximum Elevation Calar
0.000 7.500 ■ 5.544 9.000 10.000 1@.50@ _1 17.500 13.0@@
1 -500 8.000 ■ 9.000 9 -500 ■ 10.500 11.000 ■ 13.000 16.001) .
$.000 6.500 `' 8.500 10.0@@ . 11.0@0 71.540 ■ 16.000 25 -DW .
r 1
I
130 +00.00 (H -H) f
PRePeSEBDITCH —'
C
A5- BUILTS
t-:7
132 +00.00(H -H)
ICI
Q� v I II
eE)NS;FRHET 50' I
FIELD DITCH PLUG
8
I
I
EXISTING DITCH
(PARTIALLY FILLED.
E1
134 +00.00
M
1�ry
0 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
m PRE CONSTRUCTION LIDAR
ELEVATION
01250 PRE - CONSTRUCTION SPOT
ELEVATION
12.00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
1 193 177` i�
98 tpp so-
f
9i
j S6 96 y7
m"4 70 11
'13 75
y
:'TRCAli AlGNWnT
� Ty
_ — PRLL/ECTBULlNDARY
El AEN3TES7tffsSHEET
tq
PHASE f
A5- BUILTS
t-:7
132 +00.00(H -H)
ICI
Q� v I II
eE)NS;FRHET 50' I
FIELD DITCH PLUG
8
I
I
EXISTING DITCH
(PARTIALLY FILLED.
E1
134 +00.00
M
1�ry
0 PRE - CONSTRUCTION
SURVEY SPOT ELEVATION
m PRE CONSTRUCTION LIDAR
ELEVATION
01250 PRE - CONSTRUCTION SPOT
ELEVATION
12.00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
9 So too 150
SCALE IN FEET
ZS� U
z
U
O
LL
U7
(n
Z
c
J �
?Q Z
LL
O Q
E Z'1
PR- ND.: 1002
bwawly BY: RC
DATE: 01116114
SMEET:
C4.10J6
1 193 177` i�
98 tpp so-
�
9i
j S6 96 y7
m"4 70 11
'13 75
1 32 33
4—
:'TRCAli AlGNWnT
� Ty
_ — PRLL/ECTBULlNDARY
El AEN3TES7tffsSHEET
tq
PHASE f
i
PHASES
KEY MAP
9 So too 150
SCALE IN FEET
ZS� U
z
U
O
LL
U7
(n
Z
c
J �
?Q Z
LL
O Q
E Z'1
PR- ND.: 1002
bwawly BY: RC
DATE: 01116114
SMEET:
C4.10J6

_ - 1 `?
P
a
V
c
a
136.09
� � c> Z_/ f a LEGEND
� a o 0 V �q S) • a , o PRBPESEB SPILLWAY c
G
{PYRAMAT TURF
) � TING DITCH REINFORCEMENT) 0 a
w.
w a,
J Q ' PRBPOSEB DITCH CROSSING a
(# 57 STONE) Q
4 v V as
R •#'RE3PBSEB RIP RAF
0 6 0 O oa O j D X40 <' 4} {5 ° -12" CLASS B) M1
O 4 � d o Q b C� [� a - ` p ~o t -L 1- - �® �_ o R6POSE8 TOP OF BERM d
b a —
_ C} 1'RGPE3SEB 87 ROCK PAD
( LARGE SIZE MINE REJECTS)
cu
R$POSEDITCH FILL W AEISER CDdPAT
a 39 &; fG isB a o
EXISTING DITCH PC SL 79 -7 � YERHAEJ SER
u �� .�..�- fR@P95EB FLOW ARROW
f'
1 RBPASE& SLOPE ARROW
Q N=d PRE)FIeSEB
o _
0
r " [��4 1 '� a 1 e a �-' w• :i - q,• 0• �• W
(LENGTH 100')
+H, r ,) ' J PRE)PE)SEBMINOR PLUG
TOP OF BANK
1.36 +00.00 (H-H) 13.00 (H -H
(H-H)
o a ei 0
s
a D O
4 Minimum Elevation
NdRTH P�PER I F LINE,
ALIGNMENT �{
J EXISTING
GRADE
c
y
144 +Q0.011 [H-FI)
_r (LENGTH = SQ')
145 +00A0 [H -Hj
■
4
1
142 +00.0 ( I I_H)
.- 8.000
8.500
t
8.500
138 +00.00 (H -H) 140 +00.00 (H -H)
■
4
53
AND
��
136 +00.00 (H -H)
TOP OF BANK
_
J
PROPOSED ROAD
vrrsOAU �.iGr�r,�te.r
RIPRAP
L7�
BEN�y ROAD �r, ^fir
�` '� I,� '
AF � �
f3 1S-
5 PRE- CONSTRUCTION
41
5 6 7'•
PHASE.
146
o
011 f� SURVEY SPOT ELEVATION
- — - -
- ,d1.ri0
14a 4n •
3� -.
PRE- CONSTRUCTION LIDAR
a ELEVATION
•
• Iy _
_ m
z � CJ
-
.. R - -,,
_._
X12 SQ PRE - CONSTRUCTION SPOT
, x
ELEVATION
-- -
-
- - T#1f159 _
_ - -- -
-
11. - -- -
075 n ,.
AS - BUILT SPOT GRADES
z to
,' E1dU0— E105i� -' 111R,
^r
- X99 B0 -1G :�G
u '
�$ NOTE:
O 0
•' 1
i
PROPE)SEBBERM
-- mac DITCH
THIS LEGEND SuPERCEDES LEGEND ON
O
TOP OF BANK
1.36 +00.00 (H-H) 13.00 (H -H
(H-H)
o a ei 0
s
a D O
4 Minimum Elevation
Maximum Elevation
CWar
0A0o
7.500
■
7.500
8.000
[
.- 8.000
8.500
t
a
I {{
144 +00. ) y 146 +00.00 (H -H) i l
14DI+ 0 00 (H -H) 1d2 +fl0.00 (H -Hj 'a ,1 `
#kPrTG'i-H I �� �th'�� � � 11
cr, EXISTING y u rF " + �p fi GRAD �r%7 . "" `�.�0 ' ©�
FIELD DITCH PLUG II
t
FIELD DITCH PLUG
IV
+ EXISTIN4DITCH
h0 y� - EXISTINGVITCH �?� (PAF,2TIALLY FILLED)
I
C) 4 1 (PARTIALLY FILL} o ::' ` a o
1 _ it• �
lip � 1
k i
3.. 9
a
, _ -- -
1 1 1104 495
Minimum Elevation
Maximum Elevation
C.Wor
8.500
9.000
[
9.000
9 -500
■
8.500
10:000
■
I {{
144 +00. ) y 146 +00.00 (H -H) i l
14DI+ 0 00 (H -H) 1d2 +fl0.00 (H -Hj 'a ,1 `
#kPrTG'i-H I �� �th'�� � � 11
cr, EXISTING y u rF " + �p fi GRAD �r%7 . "" `�.�0 ' ©�
FIELD DITCH PLUG II
t
FIELD DITCH PLUG
IV
+ EXISTIN4DITCH
h0 y� - EXISTINGVITCH �?� (PAF,2TIALLY FILLED)
I
C) 4 1 (PARTIALLY FILL} o ::' ` a o
1 _ it• �
lip � 1
k i
3.. 9
a
, _ -- -
AS- GUILTS
EV. No. DATE DESCRIPTION
C1.2 WHEN CONFLICTING,
tLQI
m
,
1 1 1104 495
Minimum Elevation
Maximum Elevation
Colo[
101m
10 -5DD
[
10.500
11.000
■
11.000
11.5011
0
AS- GUILTS
EV. No. DATE DESCRIPTION
C1.2 WHEN CONFLICTING,
tLQI
m
,
1 1 1104 495
Minimum Elevation
Maximum Elevation
CWor
11.500
13.000
MU7
13.000
18.000
■
16A00
25.000
0
AS- GUILTS
EV. No. DATE DESCRIPTION
C1.2 WHEN CONFLICTING,
tLQI
m
,
1 1 1104 495
% 1W I
Ig6 9T
_
31 62
85. 69 fly 67 .89
I'
du 71 7211,
70 1 "4_1 75 T6 791-
190 62,
53
31 32
1{
vrrsOAU �.iGr�r,�te.r
fl•
L7�
- PROJECT BCiJNOARY
E] DENOTES THIS SHEET
f3 1S-
PHASE?
5 6 7'•
PHASE.
KEY MAP
0 50 106 750
SCALE IN FEET
U)
� Q
c
J
0
ILL 1°J
C
x
I-
PRCU. NO.: 1002
DRAWN BY, RC
DATE: 01116114
SHEET:
C4.107

ri V@
LEGEND
q, PROPOSEB SPILLWAY r
z
7
D" 0 110 (PYRAMATTURF z g
C:J o REINFORCEMENT)
9 4 v PRePOSEB DITCH CROSSING
ZD L p Q a 4 a d Q m p Q (# 57 STONE)
z, C> PRGPE)SEE) RIP RAP
C,
0
AF� n
Q Q0
ISTING DITCH
0 0
0 (7
7-
WA�Y�Wfl U
U)
NORTH PROPERTY LINE
Uj ALIGNMENT T
—EXISTING
0 _j 0 GRADE 0 0 J 154-00.00:H-H'
H) �
T 148+00.00 (H-H) 150 +00-00 (H-H) 152+()0.
j I W
PR8P8SEB ROAD TOP OF K
BENFEWELL ROAD
i52 00 t53 •LK)
4y
T
T -I
01
d-H)
0
AN
iwqm
5" - 12" CLASS 8
% C?
4 PR6PE)SEE) TOP OF BERM
� PRE)PeSEB 8"ROCK PAD
9,17MER (LARGE SIZE MINE REJECTS)
WIELD J. "o
Wa I'YTE V�G 5020
V IC7 PR6PE)SEE) DITCH FILL
0 a 0 FReP88EB FLOW ARROW
off° o
PRE)PeSFEi SLOPE ARROW
_N1 N. PRBPGSEB ii
MAJOR PLUG
(LENGTH = 100')
TRANSITION INTO , Q;
o�XISTING ROAD o 10
PR8PE)5E6 MINOR PLUG
D (LENGTH = SCY)
0
PRapeSEE PIPE AND 110
RIPRAP
ri
is.a� 41
ZN b PRE-CONSTRUCTION
SURVEY SPOT ELEVATION
PRE-CONSTRUCTION LIDAR
0 ELEVATION
Z ID
z
X175D ELEVATION
50 J�Q
q
Cy DES 0
1' l TOP OF BANq� AS - BUILT SPOT GRADES
PRE)pq*ED DITCH L)
PF�9iPeSEB BER-Mz— lb�� %r 1 Z117 0 NOTE: Z i.-
<
0
0 0 0 _j 1 i
— EXISTING
I THIS LEGEND SUPERCEDES LEGEND ON
� \n 1:��
j F>2ppO 00 (H -H) GRADE C1.2 WHEN CONFLICTING.
<
-H) w
148+00-00 CHO Vo+(*.00 (H
l,
ROAD
Vvi I'l r\
MENT>
V� CH PLUG
4w DIT
O 0 0 0 0 0 0
PROP Fp BE
k-
%
0 1 DITCH H*:Feh! .
FILLED) EXISTING C
o 4Lo wL 0 r LA 0 10 E 0
1. 7
ER
4e
k
j
0
Minimum Elevation
I Maximum Elevation
I Color
0-wo
7.500
■
7.500
8.000
■
&ODD
8.500
■
9.600
10-OW
E
TOP OF BANK
0 0
AS- GUILTS
Minimum Elevation
Minimum Elevation
Maximum Elevation
Color
8,500
9-OW
13.000
9.000
9-wo
■
9.600
10-OW
E
TOP OF BANK
0 0
AS- GUILTS
Minimum Elevation
MinimurriElevation
MaximumLlavation
Color
10100
10-500
13.000
10.m
ll-DDO
l6wo
11.000
11-sw
■
TOP OF BANK
0 0
AS- GUILTS
Minimum Elevation
Maximum Elevation
Color
11.500
13-DDI)
13.000
16-010D
■
l6wo
25.GW
TOP OF BANK
0 0
AS- GUILTS
KEY MAP
a so 1106 150
L
SCALE IN FEET
a)
(n
CL
2!
_j CL
(D
Z
<
LL
O
CL
PZ.NO.: 1002
DRAWN BY, RC
[vkTF: 01116114
SHEET
C4.108
\ -----------
10
KEY MAP
a so 1106 150
L
SCALE IN FEET
a)
(n
CL
2!
_j CL
(D
Z
<
LL
O
CL
PZ.NO.: 1002
DRAWN BY, RC
[vkTF: 01116114
SHEET
C4.108
\ -----------

30.00
0.00
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30.00
m 20.DO
m
D
0
z 10.00
10-OD 2000 .
82.9'
STA: 2 +00.00
PHASE III
2S.
E -E SEE SHEET 04.52 & 64}
D• - -}- 24.0'
- 20:0' PARKING -
STALL
PROPOSED
DITCH BOTTOM
`- - {FUT _
8.0'
'MATC PROPOSE D -- 4r
E7(ISTfWfv GRADE MATCH EXIST.
TOP OF BERM
(FUTURE) GRADE
30.00 40.00 50.00 60.00 70.00 80.00 90.00
L co w 0 J 9 I r0 i N m
STA: 4 +00.00 {SECTION E -E SEE SHEET 04.52 & 64}
998.0'
PHASE III
20.0'
EXISTING
LU
z
f.
MATCH
E (STING GRADE
+�N
110.00 120.00
130.00 140.00
150.00
EXISTING
m 20,00-
r
_
20
GRADE
m
°g
C
w
i
W
W
Q
O�
30.00
z 10.00
.•r.�.�..�_.._. -.
w
r'
0.00
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30.00
m 20.DO
m
D
0
z 10.00
10-OD 2000 .
82.9'
STA: 2 +00.00
PHASE III
2S.
E -E SEE SHEET 04.52 & 64}
D• - -}- 24.0'
- 20:0' PARKING -
STALL
PROPOSED
DITCH BOTTOM
`- - {FUT _
8.0'
'MATC PROPOSE D -- 4r
E7(ISTfWfv GRADE MATCH EXIST.
TOP OF BERM
(FUTURE) GRADE
30.00 40.00 50.00 60.00 70.00 80.00 90.00
L co w 0 J 9 I r0 i N m
STA: 4 +00.00 {SECTION E -E SEE SHEET 04.52 & 64}
998.0'
PHASE III
20.0'
EXISTING
LU
z
f.
MATCH
E (STING GRADE
+�N
110.00 120.00
130.00 140.00
150.00
160.00 170.00
_ � n
_
20
rn 2000 .
°g
°$
w
i
RI
-r -r 30
30.00
-
8 -0'
STA; 10 +00.00 (SECTION E -E SEE SHEET C4.53 & 65)
-30
-} 20
--+10.
N
G�
Q cL
a
a
v'sm 8�
55_ _�
F
.tea f
Ifl
_
w
-
20
rn 2000 .
�
°g
°$
w
i
RI
PROPOSED
w
DITCH BOTTOM $
8
w
w
rig {FUTURE} $
Tlpl
q
q
1D
10-OD
STA; 10 +00.00 (SECTION E -E SEE SHEET C4.53 & 65)
-30
-} 20
--+10.
N
G�
Q cL
a
a
v'sm 8�
55_ _�
F
.tea f
Ifl
30.00
r 20.00
IT!
1
O
z 10 -00
0 -00
AS -BUILT LIDAR
30.D0
m 20.D0
m
C
a
z 10.Do
t��v p P
I.. -1�@ pj M r n r r r r
EXISTING
GRADE
MATCH PROPOSED
IL Z MISTING GRADE DITCH BOTTOM w N y
W
D (FUTURE) g
-
.. W
.'
�+ Pf1tOPOSED MATCH
TOP OF BERM EXIST,
_
w
-
�
w
i
w w
OPOSED
MATCH
Tlpl
EXIST.
OF BERM
TOP OF BERM EXIST.
-
UTURE GRADE
910.00 120.00
Q( 0-00
FUTURE GRADE
0.0
0.06 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 iDD.00
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 9D.D© 100.00 11D.00 120.00
0 -(
AS BUILT LIDAR
AS -BUILT LIDAR
PRE N TRU
��9
�,r
(
CS Lt7
C11i N
u5 ' 2
^ N
t
IS
'
` r IN I�
vi I I�.
N N N
'N I
kpi
N
csi
p1mm
GRADES
GRADES
I=
TEn
- [®
to r
t �°' t
-i
30.00
r 20.00
IT!
1
O
z 10 -00
0 -00
AS -BUILT LIDAR
30.D0
m 20.D0
m
C
a
z 10.Do
t��v p P
I.. -1�@ pj M r n r r r r
EXISTING
GRADE
MATCH PROPOSED
IL Z MISTING GRADE DITCH BOTTOM w N y
W
D (FUTURE) g
-
.. W
.'
�+ Pf1tOPOSED MATCH
TOP OF BERM EXIST,
30 30.00 STA: 12 +00.00 (SECTION E -E SEE SHEET 04.53 & 65) 30 z R: D
118.0` y
PHASE fll �, M
65.0' 25.0' 2 0' $.D'
v z
EXISTING U
20 Dl 20.00 GRACE
20 F a^0 O
Z �
�� PROPOSED O
D O J dJ:*'- w.�,.- ..,,,,,..f.�.�..- ,.�� - --• r�
DITCH BOTTOM g - o w O W � '^
10. z 10.00 ...,,w4, � _ {FUTURE} -, -- g-- -•- - -- -. 10. � vl
� w
' ' •• • � �' � � i �� � �
OSE
PROPp
TOP OF BERM MATCH
MATCH EXIST -
(FUTURE)
EXISTING GRAPE GRADE L
0.(
4.00 R( r
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 700.00 110.00 120.00 0.00 10.00 2000 . 30.60 40.00 50.00 60.00 76.00 8_0.00 90.60 100.00 110.06 720.00 = ( I
MI° ,ter nni r tf7 n�i yr n irs a N rn AS -BUILT LIDAR _,;; o`ti ® °�- M n'
n � n m rn o n n9n rn �
MIX IN
r o • • PRECONSTRLCTIDN ' v cee�TTi njl�+ N�ic^a` 0 1-!
1
Cy uY r W W
r I v r^ a n n n n m m CCs "� U o 0 o w C co
f GRADES r f rl^ t _.. ...._�_.�_.I.
L 0
STA: 8 +00.00 (SECTION E -E SEE SHEET C4.52 & 64) STA: 14 +20.00 (SECTION F -F SEE SHEET 04.65) a-
118.0' - 30 76.00 87.0' - - - - 30. cn 0
PHASE Itll � n,/
65.0' 25.0' 20.0' 8.0' 31.0' 14.0' 24.0' - -129 V
EXISTING 20 m 2000 . - - - - - 20. J
> }} o
GRADE n n n n F EXISTING w w W
LLJ MATCH PROPOSED w y w w A GRADE w w
.. ....•.,�,v.,,,....T...T...,...� _ EXISTING GRADE pITGH BOTTOM o w q w O J S g w D O Q
y _ ��• ti _8 8 SURE] S _ z = - - - -- �`- - - - - -- - w
�.•• I. ems._ _ - -- - --- 10 70.00 ..r. .... - _ o � - - - -�� - - - ........ 10.
1 ........f,.^.•r ........ �^\ `w a ♦ w !
:T11 PROPOSED LL
PROPOSED MATCH XtlSTING LL w TOP OF BERM P OF BERM GRADE
- {FUTURE] EXIST. MATCH EXIST. GRADE W
GRADE PROPOSED DITCH BOTTOM i
� 0.00 0.0 0.00 O.0 O
0.00, 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 1pQ,00 110.00 920,00 0,00 10.00 20.00 30.00 40.06 50,00 60.00 70.00 80.94 50.00 100.00 110.00 � CL
AS -BUILT LIDAR AS -BUILT LIDAR ua's � ,�I� �jm � �; '.q 'n'� N � �In
'� ON TRp TIDN PREC NSTRDCTION aQ; ©�; c� ��; as �; p1d
GRADES GRAPES PROJ. NO.
: 1002
IGN - C] TH 01
RC
AL MENT - N R L
,SCALE 11" ?( 17" = 1" - ZQ' H PROPOSED FILL ��i�'/ PROPOSED CUT
-
3 AS -BUILT Y WATER SURFACE ��** pp II II II ��++
22�t X 34,t = 1" = 10'H PROP(]SED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r , - PRE- CONSTRUCTCON COLLECTED IN FIELD)
1' - � �' V EXISTING GRADES AS -BUILT SPOT GRADES [FOR ROAD BASE]
GATE: 01116/14
SHEET:
C�rs4m sa o a w n vii n m in u'�i
ppFW rim �i^ r N O iN W D7 O! DI O� It0
139.9r
FUTURE G
GRADE
4.00 R( r
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 700.00 110.00 120.00 0.00 10.00 2000 . 30.60 40.00 50.00 60.00 76.00 8_0.00 90.60 100.00 110.06 720.00 = ( I
MI° ,ter nni r tf7 n�i yr n irs a N rn AS -BUILT LIDAR _,;; o`ti ® °�- M n'
n � n m rn o n n9n rn �
MIX IN
r o • • PRECONSTRLCTIDN ' v cee�TTi njl�+ N�ic^a` 0 1-!
1
Cy uY r W W
r I v r^ a n n n n m m CCs "� U o 0 o w C co
f GRADES r f rl^ t _.. ...._�_.�_.I.
L 0
STA: 8 +00.00 (SECTION E -E SEE SHEET C4.52 & 64) STA: 14 +20.00 (SECTION F -F SEE SHEET 04.65) a-
118.0' - 30 76.00 87.0' - - - - 30. cn 0
PHASE Itll � n,/
65.0' 25.0' 20.0' 8.0' 31.0' 14.0' 24.0' - -129 V
EXISTING 20 m 2000 . - - - - - 20. J
> }} o
GRADE n n n n F EXISTING w w W
LLJ MATCH PROPOSED w y w w A GRADE w w
.. ....•.,�,v.,,,....T...T...,...� _ EXISTING GRADE pITGH BOTTOM o w q w O J S g w D O Q
y _ ��• ti _8 8 SURE] S _ z = - - - -- �`- - - - - -- - w
�.•• I. ems._ _ - -- - --- 10 70.00 ..r. .... - _ o � - - - -�� - - - ........ 10.
1 ........f,.^.•r ........ �^\ `w a ♦ w !
:T11 PROPOSED LL
PROPOSED MATCH XtlSTING LL w TOP OF BERM P OF BERM GRADE
- {FUTURE] EXIST. MATCH EXIST. GRADE W
GRADE PROPOSED DITCH BOTTOM i
� 0.00 0.0 0.00 O.0 O
0.00, 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 1pQ,00 110.00 920,00 0,00 10.00 20.00 30.00 40.06 50,00 60.00 70.00 80.94 50.00 100.00 110.00 � CL
AS -BUILT LIDAR AS -BUILT LIDAR ua's � ,�I� �jm � �; '.q 'n'� N � �In
'� ON TRp TIDN PREC NSTRDCTION aQ; ©�; c� ��; as �; p1d
GRADES GRAPES PROJ. NO.
: 1002
IGN - C] TH 01
RC
AL MENT - N R L
,SCALE 11" ?( 17" = 1" - ZQ' H PROPOSED FILL ��i�'/ PROPOSED CUT
-
3 AS -BUILT Y WATER SURFACE ��** pp II II II ��++
22�t X 34,t = 1" = 10'H PROP(]SED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r , - PRE- CONSTRUCTCON COLLECTED IN FIELD)
1' - � �' V EXISTING GRADES AS -BUILT SPOT GRADES [FOR ROAD BASE]
GATE: 01116/14
SHEET:
C�rs4m sa o a w n vii n m in u'�i
ppFW rim �i^ r N O iN W D7 O! DI O� It0
139.9r
GATE: 01116/14
SHEET:
C�rs4m sa o a w n vii n m in u'�i
ppFW rim �i^ r N O iN W D7 O! DI O� It0
139.9r

30 -00
M 20 -00
IT
a
O
z 10 -00
0 -00
J I A: Io*uu.VU k=i_:I IUN 'r -Y c7tt .ritt I U4.D9f
30, 30 -00
10.00
81.0'
20. r 20.00
m
-
-
90.OD
24.0' 12.0'
31.0'
14.0'
EXISTING
r1
j1j
5 °o $ j
r
p�
rr
GRADE
w
8
XISTING j
GRADE
S$
W
.- ......
V_/-/-"" PROPOSED
TOP OF BERM
ICU
MATCH
-00
PROPOSED DITCH BOTTOM
,po
MATCH EXIST. GRADE
MATCH E1s
O.OD
AS- BUILT LIDAR
PRECONS�TRUCTIDH
GI RADES
30.00
m 20.00
IT!
1
)0 20 -00 30.00
2 m o -im
31.0' -I
i 'd;lw
0 (D�ms
STA: 20+00.00
- 81.0
14.0' -
loo 80.00 90.00
30, 30 -00
10.00
2_0.00
20. r 20.00
m
-
80.00 70.OD W-00
90.OD
100.00 110.00
o=
AS -BUILT LIDAR
w
r1
O
O�
w 11a v °l a
10
°• -••
AS -BUILT LIDAR
-00
IPRECONSTRUCTION
TOP OF BERM
MATCH EXIST. GRACIE
R'7 lw
C
MATCH E1s
z'7'F
0.0 0 -00
q
[-� -;n
V C4j'
O.OD
AS- BUILT LIDAR
PRECONS�TRUCTIDH
GI RADES
30.00
m 20.00
IT!
1
)0 20 -00 30.00
2 m o -im
31.0' -I
i 'd;lw
0 (D�ms
STA: 20+00.00
- 81.0
14.0' -
loo 80.00 90.00
0,00
10.00
2_0.00
30.00
40.00 50.00
80.00 70.OD W-00
90.OD
100.00 110.00
EXISTING"�F
AS -BUILT LIDAR
cal n
r1
uoI�
M m N
w 11a v °l a
t[pD 'la
loo � N
AS -BUILT LIDAR
AS -BUILT SPOT GRADES (FOR ROAD BASE)
IPRECONSTRUCTION
TOP OF BERM
MATCH EXIST. GRACIE
R'7 lw
C
r m
z'7'F
rw - Gll ro
q
[-� -;n
V C4j'
r
[i
�
E N N
Z
Qo
m
0,00 10.00 2000 . 30.00 40.00 50.00
0.0c
60.00 70.00 60.00 90.00 100,00 110.00
0-00
of
a
47
W
A
rn+0 w �lw cn ov ciiw ra
..- m CV -n CD'n cry; r- <D n
33
aa'w N °' 81as -, O1 a'' °i
AS -BUILT LIDAR
PRECONSTRUCTI N
GRADES
GRADES
E
STA: 22 +00.00
(SECTION F -F SEE SHEET C4.69)
30.00
GRDrS
81 Q,
- ( 30.(
30.00
STA: 18 +00.00
(SECTION F -F SEE SHEET C4.65)
sD.DD
Sit'
30. 30.00
31.(Y
14.0"
24.0'
12.0'
EXISTING
°
E S
rn 20,00
8
20. m 20.00
c r
m
GRADE
�� n
r
m
S
w
w
a
Ww
LL
�J
a
o
°W
°W
a
o�
sg
sg
10.00
-. --
d
---
' °----•'_
rr
�rTn
T
r
-- --
•,� r
-
-. -. ...
t0. 10.00
s... -.
7
MATCH
TI
N
%
/
ZLIN I
�/,,t' ���
PROPOSED
MA
[XISTI
PROPOSED
DITCH BOT1`OM
:%
-
MATCH EXIST. GRADE
O.OD
AS- BUILT LIDAR
PRECONS�TRUCTIDH
GI RADES
30.00
m 20.00
IT!
1
)0 20 -00 30.00
2 m o -im
31.0' -I
i 'd;lw
0 (D�ms
STA: 20+00.00
- 81.0
14.0' -
loo 80.00 90.00
190.01
;v �N Flo
a
V �l0 w•Ea
- I�
rirn
y7 r_
Qj d.
g I ..,
W
�V/'J►
0.0 0 O
110 -00
n AS -BUILT LIDAR
REf:.ONSTRUCYM
Oi w
GRADES
X30.1 30.00'
24.0' 12.0'
- _E&STING S S
GRADE 20.1 � z090
w; w; m
O
pj
:j S
8 8
�'
g I ..,
W
�V/'J►
O
10.00
�'Y......
�• MATCH
EXISTING"�F
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
j
° - - ...- .,- ...�.......- ..- .�..- ...- ...._.- .._.�.....
- , ..PROPOSED
10.0
10-00
�
F-
GRADE
EXISTING GRADE
AS -BUILT SPOT GRADES (FOR ROAD BASE)
TOP OF BERM
MATCH EXIST. GRACIE
20.(
ti
0
'A
Z
Qo
0 -00
0,00 10.00 2000 . 30.00 40.00 50.00
0.0c
60.00 70.00 60.00 90.00 100,00 110.00
0-00
AS -BUILT LIDAR
a
47
W
D rslm mlo N1� a'N
Iq Biv N's1' �'n lq-
l I
w cDlw roles 7ca�!w
rn+0 w �lw cn ov ciiw ra
..- m CV -n CD'n cry; r- <D n
33
aa'w N °' 81as -, O1 a'' °i
AS -BUILT LIDAR
PRECONSTRUCTI N
GRADES
RE N TRU TI H
GRADES
E
STA: 22 +00.00
(SECTION F -F SEE SHEET C4.69)
30.00
-
81 Q,
- ( 30.(
30.00
30.0
2Q.0 (D �x a
a
a
1o.e
v'sm 8�
o.oc
0 10.00 20 -00 30.00 40.00 50 -00 60 -00 70.00 60.00 90.00 100.00 110.00 S 4g
m -
CD
rn m c+) ^ nln o SIN C4
�l o. v lira Ala ro;o oiow1� x 5 V
m €s��
E oci
STA: 26 +00.00 (SECTION F -F SEE SHEET C4.69) 4 a I€ � a LL . z
30.( g
31.V 14A' 24.0' 129'
k
EXISTING _ _
85; 85
GRADE u 24.f
Ill m J 6
W W
s$ sg
C
XISTING,! PROPOSED
-` TOP OF BERM
GRADE MATCH EXIST. GRADE
PROPOSED DITCH O.00
0 10.00 20.00 30.00 40.00 5090 6_0.00 70.00 80.00 80.00 100.00 110.00
Moo Q mu, iIN
pi o� mid � o ra yj ni rpo, � o r o aio Rio po
w 11.1
MATCHIEXISTING
GRADE
30.0
z
60.00 70 -00 60.00
w w
"a['s�+v c�h,a e�l�
a'� = 0 c 0
90.00 100.00 110.00
ra'w w
t+ln ��^ � o
t71o_
_
W
�V/'J►
v
Z
z
X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
M
}
(SECTION F -F SEE SHEET
-
04.79)
30.0
PRE- CONSTRUCTION
�
F-
EXISTING GRADE
AS -BUILT SPOT GRADES (FOR ROAD BASE)
20.(
ti
0
Z
Qo
�
af
O
10.0
7
w
►+ )
In
7
0
o.oc
099 10.00
n a0
o cv
-ei
20..00 30 -00 40.00 50.00
n w co
v w iN r�o wlao
v _ •- iv
60.00 70 -00 60.00
w w
"a['s�+v c�h,a e�l�
a'� = 0 c 0
90.00 100.00 110.00
ra'w w
t+ln ��^ � o
t71o_
_
W
�V/'J►
Y WATER SURFACE
22"
X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
STA: 30 +00.00
810,
(SECTION F -F SEE SHEET
-
04.79)
30.0
PRE- CONSTRUCTION
0
' 31.0' 14.0' 24.0' 12.0' 31.0' 14.0' 24.0' 12.0'
t
m 20.00 - - EXISTING 8 20.( m 20.00 EXISTING -. - -.8 $ 8 24:( J
E Z5 rn r GRADE o f r GRADE F" F
- _ x T T NW Wes
W J J D W
'i W
.a � ; - .
-
W
W 0 O O
:
10.00 tDc 10.00
10.c
a MATO EXISTING PRQPOSED MATCH EXISTING PROPOSED 'C LL
GRADE TOP OF BERM GRADE Mx TOP OF BERM O h/
•f MATCH EXIST. GRADE MATCH IST. GRADE LL
0 QO j .•. 0.0( O.OD .PROPOSED DITCH BOTTOM 0-0c Q_ Q W
0.,00 10.00 20.003.0.00 40.00 50.00 60.00 70.00 8090 90.00 100.0 110.00 D.DO 10.00 24.00 30.00 40.00 50.00 60.00 70.00 Woo 90.00 100,0D 110.00
AS -BUILT LIDAR N r. color - ' -. ,c a u-� 0-w w N ,n ro N q m A R�yVom pli uy 6 r a .n n Afi -3UILT LIDAR enim c m i ¢Ia en� win 4-a c ;m 'co a n u7iq i +D r- r n a o 0 4 07 i> o min �Im N mi m; D,mi dim ni � w:m eilr w m o! �; M aS m o Ci coo 61, GRADES i '� i r i a 8 GRADES �P _� =�^ PR°.i.rw.: 1002
IGN EN - O CiRAwNSI' RC
AL M T - N RTH PL
;SCALE 11" ?( 17" = 1" - 20' H
PROPOSED FILL
PROPOSED CUT
3
1 " =20'V
-" AS -BUILT
Y WATER SURFACE
22"
X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r
1 r - 10'
-
PRE- CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01/16114
SHEET:
C5 2

30,00
m 20.00
m
A
O
z 10,00
0,00
31.0'
EXISTING
} GRADE
F� w
Ili
0. �
MATCH IEXISTING ...
I GRADE
;7114: 31 +9U.UU
14.0' 24.0'
w a'1
k=U I IVIV I' -P' =t .7I'1tt 1 4;4.1`.7)
12,0' -
8.
Q
u W u W
LL W LL W
O O
PROPOSED
TOP OF BERM
MATCH rXIST. GRADE
30.f 30,00
20,f m 20.00
r
m
d
10,0 10.00
0 -0I 0 -00
0,00 10.00 20.00 30:00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00
AS -BUILT
LIDAR - T� a-: 70W�7 AS -BUILT LIDAR
� n m. v
PRECONST n1I6 d p C
GRAD 6 m
ES
GRADES
T
0t mm- +VTVU.VV t0rL, 11LJIVr-1•.7Ct SMtt 1. L4. f U)
- - (SECTION F -F RELOCATED 121
31.0' 74.0' 24,0' 12.0' EAST DUE TO ENCROACHMENT
- -----'---------�------- -- -- ----
EkIS71NG ---- - - - - -- ----- `--- - - - - -- --- - - - - "$ $ g $ ON WEST PROPERTY LANE)
.K
GRADE
yy.
Ir 1____ _____L________ J__ -..
- -I " -- LL J LL J
d �_ - - - - -- q W
T 1- - Q W ..
PROPOSED -
0.
'... CH EXISTING t y - -.
GRADE TOP OF BERM
MATCH EXIST. GRADE
PROPOSED DITCH BOTTOM
O.DD 10.IN ZO.UU�m.UU 40.00 tC.UU 6uluu lluMu bu.OU 9Uu.UU�140.00 170.OU
h SIN 0 m �+ 04 �m N4PIm t+ R
cis -1. L � ui��l'6 06 0; a ri Flo � o rla
3'I G
�E
2 pa
a
0
11)
0.'
c STA: 34 +80.00 (SECTION F -F SEE SHEET 04.79) STA: 42 +00.00 (SECTION F -F SEE SHEET_ 04.79)
- 30.00 89.0, - 30.I 30.00 61,0' 3'_
(SECTION F-F RELOCATED 121
31 -01 14.0 24.0' - 12 -0' 24.0' 12.0' -+ EAST DUE TO ENCROACHMENT
m 2Q.QO EXISTING 8 2Q I m 20 aQ EXISTING B ' 8 P ON WEST P OP €RTY LIINE 2 11 m GRADE S$ $ 8 r GRADE 8$ 8� ) 11 11 11 11
m �' �' m F �w w
s n �W LL b �W LL LLL
W 2 0 O W •i W T Z
0
p
-
Z 10.00
-• ^W-
......,T
m 20.00
m
F
EXISTING
GRADE
..
20.f 20 -00
m
I�
m
m
GRADE EXISTING
MATCH
EXISTING
GRADE
Q
p
0.00
z 10.00
PROPOSED
_
_ -,.
DITCH BI
MATCH
0.00
10.00
20.00
AS -BUILT LIDAR�,�
d-
h'�
_ NsCfCTidAI�
.......,.
csa -.
ml�
GRADES
SCALE 11" X 17" = 1" - 20' H
61 .0'
70 4 10.00
-
,; --. _ ,..
3
...... . . ". �.... .- ..
30.00
m 20,00
m
1
0
Z 10.00
0,00
_ 0 o ,
__ _- -. _ '- ...- ......-
10-( Z 10 0 fY J 'y ,� .- _ - _ ...........,... �......._ ._ �. _..
PROPOSED Pd2®POSED aT, • .
a TOP OF BERM M TCH EkISTING .TOP OF GERM
MATCH EXIST. GRADE GRADE
MATCH EXIST, GRADE
0.0( 0.00 .,.,.....,. 0.
30 40,00 50.00 60.00 70.00 80.00 90.00 100.00 110,00 0,00 10.00 20,00 30.00 40..00 50.00 60,00 70.00 80..00 90.00 100,00 110,00
ro`1_ii;im ° ^ - uN o °rp a �lm° ILv .� DI v � lo A$ -BUILT LIDAR
cj N,, uv lv r
tlm d .M _
a -
GRADES PRECONSTRUCTION w JL
STA: 36 +00.00 SECTION F -F SEE SHEET 0479
81.0'
31.0' 14.0' 24.0' 12.0'
8 8 8 S
EXISTING N
GRADE n x n
W y W W
...... LL
s
"MATC EXISTING PROPOSED
GRADE 7pP OF BERM
MATCH EXIST. GRADE
i
0.00 1 D.DO 20.90
AS -BUILT LIDAR
G1
PRECOHSTRUC710N
GRADES
39.00 T-- I
v'sm 88
s
�a��LL�z
F
�C
30.f 30.00
60_.00 70.00
-
STA:
14.0'
44 +00,00 (SECTION F -F SEE SHEET 04.79)
(SECTION F -F RELOCATED 10t
24.0' 12.0' EAST DUE TO ENCROACHMENT
ON WEST PROPERTY LIINE)
053 S$
3
m 20.00
m
6_0.00 70.00
Iwo
W
m
v
iG a
I
EXISTING
GRADE
31.0'
20.f 20 -00
m
I�
m
m
GRADE EXISTING
w
LLJ
Q
p
?
z 10.00
a:
`
_
_ -,.
Z
MATCH
EXISTING
(SECTION F -F SEE SHEET
C4.89)
GRADE
PROPOSED DITCH B
v'sm 88
s
�a��LL�z
F
�C
30.f 30.00
60_.00 70.00
-
STA:
14.0'
44 +00,00 (SECTION F -F SEE SHEET 04.79)
(SECTION F -F RELOCATED 10t
24.0' 12.0' EAST DUE TO ENCROACHMENT
ON WEST PROPERTY LIINE)
053 S$
3
Z � U
Z
- r
6_0.00 70.00
Iwo
W
m
v
iG a
I
m
,3
31.0'
20.f 20 -00
m
I�
m
m
GRADE EXISTING
_
{�
cn
f a -
w
2
0
0
Z
Qo
STA: 38 +00.40
SECTION F -F SEE SHEET 04.79
II.I
Z
STA: 46 +00.00
(SECTION F -F SEE SHEET
C4.89)
d-
C ALIGNMENT = NORTH PL
J
.......,.
3 3o.0Q
SCALE 11" X 17" = 1" - 20' H
61 .0'
70 4 10.00
-
,; --. _ ,..
3
...... . . ". �.... .- ..
0
W
V l
WATER SURFACE
fu1R
CH EXISTING
PROPOSED GRADE
PROPOSED
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
m
Z
n
GRADE
14.0' 24,7 12,9
. TOP OF BERM
MATC EXIST. GRADE
EXISTING GRADE
0
14.a 24.0' 12.0'
0.0[ 0 -00
EAST DUET ENCROACHMENT
P ED DITCH. TT
......,..
0
-
30.00 40.00 50.00
60_.00 70.00
89.00 90.00
100,00
110.00
0.. 10.00 20.00
��
�iw
IN
fa
rr a
i
30.00 40.00 50.00
4 N h f� W
W m C¢Im ®71^
l v
ra$ cri of v
Ll =1 I
6_0.00 70.00
Iwo
W
m
v
iG a
I
m
,3
84.00
NI-
piN
cwi a
90.00 1 - 110.00
cn tnIw r
m�N .dip
v ci -
cti; c' °
I�
m
m
��
47 h d
o
_
{�
cn
W
N n re t� m AS -BUILT LIDAR
ap rn © In
c i o .r o p' p r PREC TIDN
rn o �¢ a CQ m � AS -BUILT LIDAR
Mlle V �%ly h g} d CO M � FV ll+. C9 "1
W
o p a fV a e^! v p c3 d a Q v PRECONSTRUCTIGN
�I cfl
- -� •� _.� � r�r_I GRADES
STA: 38 +00.40
SECTION F -F SEE SHEET 04.79
GRADES
STA: 46 +00.00
(SECTION F -F SEE SHEET
C4.89)
d-
C ALIGNMENT = NORTH PL
-
8101 -
3 3o.0Q
SCALE 11" X 17" = 1" - 20' H
61 .0'
PROPOSED FILL
M
PROPOSED CUT
3
3
3 1 " =20'V
0
AS -BUILT
Z
WATER SURFACE
22" X 34" = 1" = 10' H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
(SECTION F- RELOCATED 121
n
COLLECTED IN FIELD)
14.0' 24,7 12,9
EXISTING GRADE
31.0•
14.a 24.0' 12.0'
EAST DUET ENCROACHMENT
L.f_
88 $$
2
LLW W
PROPOSED I .
TOP OF BERM
MATCH EXIST. GRADE
m 20.00 EXISTING
71 GRADE
m F
C w
CL Z
J ff
2 10.00 - - 5
MATCH EXISTI NG �
GRADE
PROPOSED DITCH B(7TT
0.00 _. . _...
- I 1 0 0.00
0.00 10.00
2000 . 30.00
40.00 50.00 60.00
70.00
80..00 110.00
QO 10.00
AS -BUILT LIDAR N m
N Q'
PRECONSTDREUS TION c� o
��
47 h d
o
W o N Mlvl
co co K,1� tl
o o
N �n
O n
c2 o
N n re t� m AS -BUILT LIDAR
ap rn © In
c i o .r o p' p r PREC TIDN
,20.00
Iryl Iryl
h h l
h 04
(D _[2
GRADES
C ALIGNMENT = NORTH PL
SCALE 11" X 17" = 1" - 20' H
�
PROPOSED FILL
M
PROPOSED CUT
3
3 1 " =20'V
AS -BUILT
Z
WATER SURFACE
22" X 34" = 1" = 10' H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r 1" = 10' V
PRE - CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
�� -\
AS -BUILT SPOT GRADES (FOR ROAD BASE)
8$ 8 S ON WEST PROPERTY LIINE} c U
-
-------------- - 2. J
u u
o.. "... U W .........- fl LIJ
�. �✓�/�^ PROPOSED '� U_
T4P OF BERM O fy
MATCH XIST. GRADE - w
S.
30.00 40.00 50.04 60.00 70.40 50.00 90.04 i0c �00 110.00 Q. OP CL
s 12 rn PIP c61M
tim o+. C4G �P 1y4 {qG qi5 cps
PR011. NO.: 1002
mAwN sr- RC
WTE: 01/16114
SHEET:
C5,3

30.00
m 20.00
C
4
z 10.00
0 "00
AS -BUILT LIDAR
N I
GRADES
30.00
3 1 m; 141 Tuv.V V kam, I I JN r -r 7Cv Jntt l u4.rse
bu.uu
ru.uu uu.uu
e1.o^
(SECTION F -F RELOCATED 12t
IIu.uu
C
�
EAST DUE TO ENCROACHMENT
0I°❑'
31.0'
14.9 24.0' 12.0'
ON WEST PROPERTY LIINE)
0-
Ala
S 53 $ $
-7
EXISTING
GRADE
�'-- • ..�. -. - -.
=
- Q..
N m
20.0 20.00
w
w
W W
w m
Q
-�
IGRADE
PROPOSEDDITCHBOTTOM
...............
$ 8 Q
/;•' PROPOSED
%%' .-OP OF BERM
/
•••••• ^ -- -'
MATCH EXIST. GRADE
MATCH
iu.uu Zu.uu
1n o [nl-
rD
p ci p❑
m 20.00
bu.uu
ru.uu uu.uu
m
100.gq
IIu.uu
C
�
W
0I°❑'
v�m
CV10
°ry
010
0
0-
Ala
z 10,00
-
�'-- • ..�. -. - -.
=
- Q..
GRADE
20.0 20.00
MAT]
EXISTING f
w
w m
GRADE
(SECTION F -F SEE SHEET C4.89)
AS -BUILT SPOT GRADES (FOR ROAD BASE)
PROPOE
O.OD
0.00 10.00
AS -BUILT LIDAR
PRECONSTRUCTION I p�o
30.00
mr 2000 .
In
a
4
z 10.00
0.00
AS -BUILT LIDAR
PRECONSTRUCTION
GRAD €S
30.00
31.0'
20.00
- 1
go �
I�
pi-
31.9
EXISTING
} GRADE
� W
W
QIL
J
MATCH I
GRADE
30.01 30.00
20.0 M 20.00
n1
D
1
O
10.0( Z 10.00
0.00 0.00
;w.uu 4u.uu su.uu
bu.uu
ru.uu uu.uu
vu.uu
100.gq
IIu.uu
❑ o
24.0'
o6
0I°❑'
v�m
CV10
°ry
010
[�ilnsnl, AS -BUILT LIDAR
Ola
1�
Ala
88
�10
F E
=
GRA0E5
GRADE
20.0 20.00
EAST DUE TO ENCROACHMENT
12'0 ON WEST PROPERTY LIINE)
3$ 8S
-
w
w m
STA: 48 +60.00
(SECTION F -F SEE SHEET C4.89)
AS -BUILT SPOT GRADES (FOR ROAD BASE)
14 W
810,
MATCf,
-
3
W
GRADE
30.0' 30.00
PROPOSE6
LL
SPILLWAY DETAIL
TOP OF'BERM
31.0'
EXISTING
} GRADE
H
�w
W
a�
MATC EXISTING
GRADE
I
P IY H BUTT
J 1n.
.iaTYV.W (�Cli
[ IVIY r -� .7CC .7nCC1
ti:+.�VJ
(SECTION F -F RELOCATED 181
81.0'
`
24.0'
12.(Y
IT 20.00
EAST DUE TO ENCROACHMENT
ON WEST PROPERTY LIINE]
14.0'
"
2
w
8$
88
81.0'
F E
=
2
GRADE
20.0 20.00
EAST DUE TO ENCROACHMENT
12'0 ON WEST PROPERTY LIINE)
3$ 8S
-
w
w m
EXISTING GRADE
8 s
AS -BUILT SPOT GRADES (FOR ROAD BASE)
14 W
W
MATCf,
r
3
W
GRADE
PROPOSE6
LL
TOP OF'BERM
LLI
a0�
8
&
❑W
©
MATCH EXIST, GRADE
I,
1[�00p.00 20.00 3((00�.00 40.00 SOA0
80.00
x c�
8
8
`
E
EXISTINGISTING
IT 20.00
1I 20'V
w
"
2
w
STA: 58 +00.00
(SEI
81.0'
F E
140' 240' 120' (SEE SHEET C70.1 &C10.2) 31.0' -1- 14.0' -- - 24.0'
r p J4TLV.VV 'komu I Ium r-r amm .omrm 1 V
- a1.0•
14.9 24.0' 12.0'
ro
a n
W W W W
$ O B
Fl I
�7 T Y i
t' TOP OF BERM
f � i
v
30,
20. o ' a
a?
a
10.
v'sm 88
70.00 80.00 90.00 100.00 110.00
PROPOSED FILL
x c�
8
8
`
E
EXISTINGISTING
IT 20.00
1I 20'V
w
"
2
w
- "-
X 34" = 1" = 10'H
Aa�LL�i
F E
=
w
CL
GRADE
20.0 20.00
EAST DUE TO ENCROACHMENT
12'0 ON WEST PROPERTY LIINE)
3$ 8S
-
F
fl
EXISTING GRADE
8 s
AS -BUILT SPOT GRADES (FOR ROAD BASE)
v'
MATCf,
EXISTING
GRADE
3
W
GRADE
LL
LLI
a0�
8
&
❑W
©
I,
PROPOSED "
P--
• if3P
OF BERM
MATC4
EXISTING
t
MATCH EXIST. GRADE
GRADE
0.00 D.00
PROPOSED DITCH B
30.00
40.00
50.00 60.00
70.00 80.00
90.00
1DO.00 110.00
O.OD
10 -00 20 "00
--
tI"
- 1
a'o
1
III
N
m `�
-�-
�i °
�°n yl-
AS -BUILT LIDAR
a a
zi
ry10
ao
A
o ocl
w , p
PREGSTRUCTIOH
a
GRADES
r p J4TLV.VV 'komu I Ium r-r amm .omrm 1 V
- a1.0•
14.9 24.0' 12.0'
ro
a n
W W W W
$ O B
Fl I
�7 T Y i
t' TOP OF BERM
f � i
v
30,
20. o ' a
a?
a
10.
v'sm 88
70.00 80.00 90.00 100.00 110.00
PROPOSED FILL
x c�
co "': N um p h M O�
o n r o 0 o
ti[o 0
T
=!-" tom..,
E
EXISTING
IT 20.00
1I 20'V
w
"
2
w
F -F SEE SHEET C4.90)
X 34" = 1" = 10'H
Aa�LL�i
(SECTION F -F RELOCATED 18t
w
CL
-
11 - �' V
O
EAST DUE TO ENCROACHMENT
12'0 ON WEST PROPERTY LIINE)
3$ 8S
20.
F
fl
P+�oPasEo
TOP OF BERM
MATC
H EXIST. GRADE
0.0
00.00 110.00
a � C.
(4a o0
STA: 60 +00:00 SECTION F -F SEE SHEET 04.80
30.fM 30.00 - 3q. z
a1.o' (SECTION F -F RELOCATED 181 - _ z z
EAST DUE TO ENCROACHMENT ro
31.0' 14.0' 24.0' 12.9 v - ON WEST PROPERTY LIINE) o �
88 88 0
20.0 20.00 GRADE EXISTING . . 20.. ti L)
111 _. ; Q F
I�w -- ...gWpW O
J_ ..%..... L ...
10.01 Z 10.40 -- .(. - _ Y 10. L V J
.•.•f,1ATC EXISTING f•� PROPOSED m
GRADE TOP Or BERM
MATCH EXIST. GRADE
0.00 0.00 PROPOSED DITCH BOTTOM 4.0 rr �
0.00 10.00 20.00 3090 40.00 50.00 60.00 7090 80.00 90.00 100.00 110.00 0 00 10.00 20.00 30.00 40.00 SOAG 80.00 70.00 80.00 90.00 100.00 110.00 _ V
PROPOSED FILL
•d o d ci �d Td ©.o
wi�
SCALE 11"
31.9
=!-" tom..,
N
EXISTING
IT 20.00
1I 20'V
w
m
w
22"
X 34" = 1" = 10'H
�w
WATER (ELEVATIONS BELOW WATER SURFACE WHERE g I L�•
w
CL
-
11 - �' V
O
�O�
COLLECTED IN FIELD)
z 10.06
fl
EXISTING GRADE
P+�oPasEo
TOP OF BERM
MATC
H EXIST. GRADE
0.0
00.00 110.00
a � C.
(4a o0
STA: 60 +00:00 SECTION F -F SEE SHEET 04.80
30.fM 30.00 - 3q. z
a1.o' (SECTION F -F RELOCATED 181 - _ z z
EAST DUE TO ENCROACHMENT ro
31.0' 14.0' 24.0' 12.9 v - ON WEST PROPERTY LIINE) o �
88 88 0
20.0 20.00 GRADE EXISTING . . 20.. ti L)
111 _. ; Q F
I�w -- ...gWpW O
J_ ..%..... L ...
10.01 Z 10.40 -- .(. - _ Y 10. L V J
.•.•f,1ATC EXISTING f•� PROPOSED m
GRADE TOP Or BERM
MATCH EXIST. GRADE
0.00 0.00 PROPOSED DITCH BOTTOM 4.0 rr �
0.00 10.00 20.00 3090 40.00 50.00 60.00 7090 80.00 90.00 100.00 110.00 0 00 10.00 20.00 30.00 40.00 SOAG 80.00 70.00 80.00 90.00 100.00 110.00 _ V
14.9
as °, n° a0 c°%c�iln ml�
T o n d ; O ryio N � a 1~ w o c l rsr9ii � i "' °r a 'v AS -BUILT LIDAR 17° l p° m 9m cv o � ECONSTRUCTION C4. C J N C4 C'i Cc^r i 1
6 0.
cn
GRADES
STAN 54 +00.00 (SECTION F -F SEE SHEET C4.89) STA: 62 +00.00 (SECTION F -F SEE SHEET C4.90) d- U)
J' (SECTION F -F RELOCATED 18± 30.0 36.00 - 81 9 (SECTION F -F RELOCATED 18t 30' in 0
EAST DUE TO ENCROACHMENT EAST DUE TO ENCROACHMENT
24.0' 12.0' ON WEST PROPERTY LIINE) 31.0 1d "0' 24.0 12.9 ON WEST PROPERTY LIINE)
8 2 8 2 EXISTING 8 8 8 8 co
:a T 26.0 m 2D.DO - w 20. J
n 1 11 11 r GRADE
1 I
y W N W C WWl W N w ~ w
w i w
o v 1 a " 6 0
g Z O � Q
10.00---- a yy �... _ -. - ..,,- .......s.T 10. ¢ r
%T� /�• _ LLI
fPROPOSED - OP.p$ED 'C LL
TOP OF1 ERM y TOP-OF BERM O
MATC EXISTING
MATCH EXIST, GRADE GRADE r MATCH EXIST. GRADE C H W
0.00 0.00 6.00 O.D. _� CJ
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110 "00 0.01) 10,00 20.00 30.00 4_0.00 50.0D 60.00 70.00 80.00 90.00 100.00 110..00
AS -BUILT LIDAR AS -BUILT LIDAR o,o N',,� � o � ul'1- ,n! ra ❑ ❑ r> ry ro a
4?q AIa pplo In c7 n r m m a n
PRECONSTRUCTION PRECONSTRU I N r;oi T:ry Q�r1 'jpM l=la S,j ai ap;ai o ® c�i o n o p,° 1002
GRADES -.. _ .._ GRADES �' , PROJ. NQ.:
IGN E - Q mAwN sr- RC
�,� �1� pti
1 ��
PROPOSED FILL
•d o d ci �d Td ©.o
wi�
SCALE 11"
31.9
=!-" tom..,
N
EXISTING
IT 20.00
1I 20'V
V
�I- 43�v1
m
}
F
22"
14.9
as °, n° a0 c°%c�iln ml�
T o n d ; O ryio N � a 1~ w o c l rsr9ii � i "' °r a 'v AS -BUILT LIDAR 17° l p° m 9m cv o � ECONSTRUCTION C4. C J N C4 C'i Cc^r i 1
6 0.
cn
GRADES
STAN 54 +00.00 (SECTION F -F SEE SHEET C4.89) STA: 62 +00.00 (SECTION F -F SEE SHEET C4.90) d- U)
J' (SECTION F -F RELOCATED 18± 30.0 36.00 - 81 9 (SECTION F -F RELOCATED 18t 30' in 0
EAST DUE TO ENCROACHMENT EAST DUE TO ENCROACHMENT
24.0' 12.0' ON WEST PROPERTY LIINE) 31.0 1d "0' 24.0 12.9 ON WEST PROPERTY LIINE)
8 2 8 2 EXISTING 8 8 8 8 co
:a T 26.0 m 2D.DO - w 20. J
n 1 11 11 r GRADE
1 I
y W N W C WWl W N w ~ w
w i w
o v 1 a " 6 0
g Z O � Q
10.00---- a yy �... _ -. - ..,,- .......s.T 10. ¢ r
%T� /�• _ LLI
fPROPOSED - OP.p$ED 'C LL
TOP OF1 ERM y TOP-OF BERM O
MATC EXISTING
MATCH EXIST, GRADE GRADE r MATCH EXIST. GRADE C H W
0.00 0.00 6.00 O.D. _� CJ
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110 "00 0.01) 10,00 20.00 30.00 4_0.00 50.0D 60.00 70.00 80.00 90.00 100.00 110..00
AS -BUILT LIDAR AS -BUILT LIDAR o,o N',,� � o � ul'1- ,n! ra ❑ ❑ r> ry ro a
4?q AIa pplo In c7 n r m m a n
PRECONSTRUCTION PRECONSTRU I N r;oi T:ry Q�r1 'jpM l=la S,j ai ap;ai o ® c�i o n o p,° 1002
GRADES -.. _ .._ GRADES �' , PROJ. NQ.:
IGN E - Q mAwN sr- RC
�,� �1� pti
1 ��
PROPOSED FILL
•d o d ci �d Td ©.o
wi�
SCALE 11"
31.9
�� ���
E�1 /f�l0
EXISTING
IT 20.00
1I 20'V
GRADE
m
}
F
22"
X 34" = 1" = 10'H
�w
WATER (ELEVATIONS BELOW WATER SURFACE WHERE g I L�•
w
CL
-
11 - �' V
O
�O�
COLLECTED IN FIELD)
z 10.06
EXISTING GRADE
8 s
AS -BUILT SPOT GRADES (FOR ROAD BASE)
MATCf,
EXISTING
GRADE
14.9
as °, n° a0 c°%c�iln ml�
T o n d ; O ryio N � a 1~ w o c l rsr9ii � i "' °r a 'v AS -BUILT LIDAR 17° l p° m 9m cv o � ECONSTRUCTION C4. C J N C4 C'i Cc^r i 1
6 0.
cn
GRADES
STAN 54 +00.00 (SECTION F -F SEE SHEET C4.89) STA: 62 +00.00 (SECTION F -F SEE SHEET C4.90) d- U)
J' (SECTION F -F RELOCATED 18± 30.0 36.00 - 81 9 (SECTION F -F RELOCATED 18t 30' in 0
EAST DUE TO ENCROACHMENT EAST DUE TO ENCROACHMENT
24.0' 12.0' ON WEST PROPERTY LIINE) 31.0 1d "0' 24.0 12.9 ON WEST PROPERTY LIINE)
8 2 8 2 EXISTING 8 8 8 8 co
:a T 26.0 m 2D.DO - w 20. J
n 1 11 11 r GRADE
1 I
y W N W C WWl W N w ~ w
w i w
o v 1 a " 6 0
g Z O � Q
10.00---- a yy �... _ -. - ..,,- .......s.T 10. ¢ r
%T� /�• _ LLI
fPROPOSED - OP.p$ED 'C LL
TOP OF1 ERM y TOP-OF BERM O
MATC EXISTING
MATCH EXIST, GRADE GRADE r MATCH EXIST. GRADE C H W
0.00 0.00 6.00 O.D. _� CJ
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110 "00 0.01) 10,00 20.00 30.00 4_0.00 50.0D 60.00 70.00 80.00 90.00 100.00 110..00
AS -BUILT LIDAR AS -BUILT LIDAR o,o N',,� � o � ul'1- ,n! ra ❑ ❑ r> ry ro a
4?q AIa pplo In c7 n r m m a n
PRECONSTRUCTION PRECONSTRU I N r;oi T:ry Q�r1 'jpM l=la S,j ai ap;ai o ® c�i o n o p,° 1002
GRADES -.. _ .._ GRADES �' , PROJ. NQ.:
IGN E - Q mAwN sr- RC
�,� �1� pti
1 ��
PROPOSED FILL
•d o d ci �d Td ©.o
wi�
AL M NT - N RTH PL
PROPOSED FILL
�/���/f�,�/,�
SCALE 11"
X 17" = 1" - 201 H
�� ���
E�1 /f�l0
PROPOSED CUT
1I 20'V
"' ° "' " - -•• AS -BUILT
=
WATER SURFACE
22"
X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE g I L�•
r
-
11 - �' V
PRE- CONSTRUCTCON
COLLECTED IN FIELD)
EXISTING GRADE
8 s
AS -BUILT SPOT GRADES (FOR ROAD BASE)
GATE: 01/16/14
SHEET:
C5.4

I
STA: 64 +0.0.00 (SECTION F -F SEE SHEET C4.90 ) STA: 72 +00.00 (SECTION F -F SEE SHEET 04.91
30. 30.00 30.[
(SECTION F- RELOCATED 181 (SECTION F -F RELOCATED 181
31.6' 14.0' 24.0' 12.0' EAST DUE TO ENCROACHMENT 31,01 14.9 24.0' 120' EAST DUE TO ENCROACHMENT
e
89 8 8. ON WEST P OPERTY LIINE) 88 88 ON WEST PROPERTY LIINE)
EXISTING w ry EXISTING, « w o
20.06 - GRADE �� • n n 20. m 20.00 GRADE n . . n �` Z0.0 "' in
m - r l m
g g 5
5 y uJZ - .
{{ • .
-- - .
a
Q
a. .... . ...... .. z 0 0 J 0
10.60 16.• 14.60 14.0
....,... _ - PROPOSED ...... •rF /� PROPOSED
TOP QKBERM / TOP.OK SERM
` MATCH EXISTING MATC .EXISTING /
GRADE MATCH EXIST. GRADE GRADE MATCH EXIST. GRADE �.
0.00 12 BOTTOM - 0.0 D. -TI 1 I ...., 0 I 4.0( '� " 8 PROPOSED DITCH OTT
D.pp 16.00 26.00 34.00 44.40 56.00 60 00 70,40 84.40 94.06 100.00 110.00 4,44 10.06 20.04 30.04 40.06 50.00 60,0D 70.04 80.00 90,00 100.00 11_0.00
AS -BUILT LIDAR A!* NIm a)' v m prn 1n ciao calm cn•I, -�I,n AS -BUILT LIDAR r.!m a�lv, rn n, m e N m coa°�� c�lao rn!m 9-
.n of r n Wp w [G�� o'er IP1 y
N�o t+ ff�l bi ,I .I �. `- ^. `'ice <Dm C7'u3 N'n Q ��o ayl0 o:.m C4.0 T cpn
PRECONSTRUCTION NI- a jl rn y ,� r r NI° oil 01 ;z w a of ary�ri cFilri o N u1 : an N w pplo o o N'[3 ri •� P o m° �S a
GRADES i^ ri^ ,R, ,r�•- ,r.- t
--� -�- _ GRADES g �, �°
30.0 2d�H ii 1�Ji2
F
20.0
10.0
7.60
S n m 1,1w zn rn an nn An rn 60 00 7000 80 Oa 9000 11000 1000 20 OQ 3d 06 4006 5600 80 OQ 7D 06 8006 9600 11000
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30,00
1 0 0.00 100,40
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
0o
0D
a a >�N m r. a Wo m vi t1ryry � mN�� e+4� as cv
o Ob 17 Q} n o 0 M
IE)"I r °m tv o; ap e; cio `d Flo ci
STA: 66 +00.00 (SECTION F -F SEE SHEET
C4.._
110.00
30,00-
(SECTION F -P RELOCATED 18t
81.0'
12.0' -
30. 30.00
99
g
g ON WEST PROPERTY LIINE)
(SECTION F -F RELOCATED 17t
^�
c
cv
31.0' 14.0" 24.0' 12.0'
EAST DUE TO ENCROACHMENT
ON
4i7
Nm
g g g
g ON WEST PROPERTY LIINE)
PROPOSED
TOP -OF BERM
m 20.00
EXISTING
20. m 20.04
J
GRADE _
�� .
m
r
EXISTING
C
ww w�
��
m
S
W
W
..............
-• ' • . ,
�' yJ
W
W
A
1
9 0
a
.,,. .
�.
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r _
11 - �1 U
..
PRE-CONSTRUCTION COLLECTED IN FIELD)
-
re
r
EXISTING GRADE
F ..
...........
- - --
"•�. ,.,...�..--- ----
z
10.00
y
MATCH
ISTING TOP. OF BERM
;
10! 10,00
7
0.00
10.6
GRADE MATCH EXIST.
i ..... ........:....
P - P - IT - H TT
GRADE
0.0 0.00
30.0 2d�H ii 1�Ji2
F
20.0
10.0
7.60
S n m 1,1w zn rn an nn An rn 60 00 7000 80 Oa 9000 11000 1000 20 OQ 3d 06 4006 5600 80 OQ 7D 06 8006 9600 11000
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30,00
1 0 0.00 100,40
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
0o
0D
a a >�N m r. a Wo m vi t1ryry � mN�� e+4� as cv
o Ob 17 Q} n o 0 M
IE)"I r °m tv o; ap e; cio `d Flo ci
�c
v
STA: 68 +00.0
81 D'
(SECTION F -F SEE SHEET C4.91 STA: 76 +00.00 (SECTION F -F SEE SHEET C4.91)
30. 34.00 - 81.0' 30.0
(SECTION F- RELOCATED 171 (SECTION F- RELOCATED 171 ?
31.0' 14.0' 24.0' 12.0' EAST DUET ENCROACHMENT 31 A' 14.0' 24.0' 120' EAST DUET ENCROACHMENT
g g $ g ON WEST PROPERTY LIINE) g g 8 g ON WEST PROPERTY LIINE) v z
EXISTING O
R1 20.00 � GRADE m..a 20. r 20.60 n . �` 20X0 in O
rrl H 00 7 < , U
_ WZ _ aw a EXISTING W� GRADE aW 4'0U x
rl
O O� i /�� -- _ O O�% 8g gg O
2 1Q.Q4 Di _. ,Yf -. ar�.,> ...> _. 1Q.i Z 10.00 es - -- `.� �' `' -- - 10.0 V!
RM
j� _ j'
�� PROPOSED •....
- - IIATCN %XISTING H XISTING 7OP.0E6ERM GRADE i./ GRADE MATCH EXIST. GRADE MATGH EXI57. GRADE
" °••• PROPOSED DITCH 60TTOM Q.QO L!� - 0.0 6X46 0.60 L
4•D4 10.00 20.00 30.00 40.00 50.00 6000 70.00 80.00 90.00 100.00 110.00 0,00 1060 20.00 30.040.00 50.00 60.00 70.00 80.00 9D,00 1D0.00 110.00
AS -BUILT LIDAR k')I c7 E- col m �Im h_ o�oim co, r m1- oim AS -BUILT LIDAR v o u m wl0 d �,o c a m r M r w N rn
opl cTi- tia rn _ �v cm" n tilm ci Na a, m_ �Im rpm roa Ro N� 4m mN r�s
PRECUNSTRUCTION o pj ry AIM �' N r1- c4lr c6 - ti�� �i� r�r 00 PRECONSTRUCTION r�: ry cn ri ®lo � 1aj M Lo Aj 0 0 o r O r o p oa LIJ
GRADES r I I I � I� GRADES � � � � (ri
� 36.60
M 20.00
r-
m
n
Q
Z 10 -00
0.00
- - - -- 31,0'
EXISTING
} GRADE
W W
MATCH XISTING
GRADE
P PO D DITCH TT
r pM, f VTVV.VV kaou 11ll IY r-r .JLL ammim1
1: 4..M. II
- 81.6
60.00 70.00 80.00 90.00 100.00
110.00
AS -BUILT LIDAR
(SECTION F -P RELOCATED 18t
14.6' 24,0'
12.0' -
EAST DUE TO ENCROACHMENT
99
g
g ON WEST PROPERTY LIINE)
eilo r+i
^�
c
cv
N W
MN [+7N
ON
4i7
Nm
C4
ai
PROPOSED
TOP -OF BERM
v rid pO
(SECTION F -F SEE SHEET C4.91 STA: 76 +00.00 (SECTION F -F SEE SHEET C4.91)
30. 34.00 - 81.0' 30.0
(SECTION F- RELOCATED 171 (SECTION F- RELOCATED 171 ?
31.0' 14.0' 24.0' 12.0' EAST DUET ENCROACHMENT 31 A' 14.0' 24.0' 120' EAST DUET ENCROACHMENT
g g $ g ON WEST PROPERTY LIINE) g g 8 g ON WEST PROPERTY LIINE) v z
EXISTING O
R1 20.00 � GRADE m..a 20. r 20.60 n . �` 20X0 in O
rrl H 00 7 < , U
_ WZ _ aw a EXISTING W� GRADE aW 4'0U x
rl
O O� i /�� -- _ O O�% 8g gg O
2 1Q.Q4 Di _. ,Yf -. ar�.,> ...> _. 1Q.i Z 10.00 es - -- `.� �' `' -- - 10.0 V!
RM
j� _ j'
�� PROPOSED •....
- - IIATCN %XISTING H XISTING 7OP.0E6ERM GRADE i./ GRADE MATCH EXIST. GRADE MATGH EXI57. GRADE
" °••• PROPOSED DITCH 60TTOM Q.QO L!� - 0.0 6X46 0.60 L
4•D4 10.00 20.00 30.00 40.00 50.00 6000 70.00 80.00 90.00 100.00 110.00 0,00 1060 20.00 30.040.00 50.00 60.00 70.00 80.00 9D,00 1D0.00 110.00
AS -BUILT LIDAR k')I c7 E- col m �Im h_ o�oim co, r m1- oim AS -BUILT LIDAR v o u m wl0 d �,o c a m r M r w N rn
opl cTi- tia rn _ �v cm" n tilm ci Na a, m_ �Im rpm roa Ro N� 4m mN r�s
PRECUNSTRUCTION o pj ry AIM �' N r1- c4lr c6 - ti�� �i� r�r 00 PRECONSTRUCTION r�: ry cn ri ®lo � 1aj M Lo Aj 0 0 o r O r o p oa LIJ
GRADES r I I I � I� GRADES � � � � (ri
� 36.60
M 20.00
r-
m
n
Q
Z 10 -00
0.00
- - - -- 31,0'
EXISTING
} GRADE
W W
MATCH XISTING
GRADE
P PO D DITCH TT
r pM, f VTVV.VV kaou 11ll IY r-r .JLL ammim1
1: 4..M. II
- 81.6
60.00 70.00 80.00 90.00 100.00
110.00
AS -BUILT LIDAR
(SECTION F -P RELOCATED 18t
14.6' 24,0'
12.0' -
EAST DUE TO ENCROACHMENT
99
g
g ON WEST PROPERTY LIINE)
eilo r+i
^�
c
cv
N W
--
y w --
- -`
- -
GRADES
g ON WEST PROPERTY
W
PROPOSED
TOP -OF BERM
MATCH EXIST. GRADE
STA: 78 +00.00 (SECTION F -F SEE SHEET 04.91)
30. 30.00 30.0
20.
10.1
0.0
0.00 1 D.DO 20.00
30.00
40.00 50.00
60.00 70.00 80.00 90.00 100.00
110.00
AS -BUILT LIDAR
��
rn
n
rri r�
rn wm Np1Ir
m o'er �i^ aim m'a
v,q o N'o
AS -E
v
PMONSTRU.
eilo r+i
^�
c
cv
vlcn �c<
N• a; c� ciF ri� eV
r
o c
GRADES
g ON WEST PROPERTY
LIINE)
m 20.00
r
J
ALIGNMENT = NORTH PL
-
EXISTING
C
SCALE 11" X 17" = 1" - 201 H
��
PROPOSED FILL
V Z7 PROPOSED CUT
3 1� = 241 V
-• ' • . ,
AS -BUILT
= WATER SURFACE
22" X 34" = 1 10' H
�-
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r _
11 - �1 U
PRE-CONSTRUCTION COLLECTED IN FIELD)
EXISTING GRADE
1f)-\ AS -BUILT SPOT GRADES (FOR
ROAD BASE)
�Id r cflm m1O N a6 rn I�Id 1� M u] W
�Iw l0 V
c*ro ��
rl
AS- B U I LTS
GATE: 01/16114
SHEET:
C5,5
81.0
(SECTION F -F
RELOCATED 17t
0
31.0' 14.0' 24.0' 12.0'
EAST DUE TO
ENCROACHMENT
-0
0
99 g
g ON WEST PROPERTY
LIINE)
m 20.00
r
J
}
-
EXISTING
C
F
W
GRADE w N 7
m w LL w
W
aZ.......
�-
• •'
S
,..
8 \
0
O
;
7- 10..00
10.6
1 1
. .
d
,•_ •r ^°
..
Y
;
~
.=s -
!. / PROPOSED
MATCH
XISTING
TOP OF BERM
'�O
GRADE
f -. MATCH E
ST. GRADE
_
1 PROPOSED DITCH BOTTOM
- -- • -•••° •'
_
W
0 .00
0.00
0.00 10.00 20.00 3d.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 q
rn
f LIDAR
Tr
�- �- �- -
U
]ES
PROJ_ NO.: 1002
mAWNsr -- RC.
�Id r cflm m1O N a6 rn I�Id 1� M u] W
�Iw l0 V
c*ro ��
rl
AS- B U I LTS
GATE: 01/16114
SHEET:
C5,5

30.00
m 2000 .
12.4^
90.00
- r
EXISTING °
$
C
�Z
GRADE n
a
w
r
n
r'$
CL
........:
O
O
y
z 1040
a
O
MATCH EXIST. GRADE
O
aj
GRADES
MATCH
XISTING
f
mid,
GRADE
0_0D
:_, d
m g
I PROPOSE
20.0d 30..01)
0.00 tfl:r
AS -BUILT LIDAR
v
80.00 90.00 140,00 110.00
Rio
kwONSTRVCTION
�IW
30.00
r 20.00
m
's
10.00
S
i
7
S 0.00
AS -BUILT LIDAR
? PRECONSTRUCTION
GRADES
i
30.00
m 20.00
r
m
C
a
0
Z 70.(10
0.00
AS -BUILT LIDAR
PRECONSTRUCT16N
GRADES
30.00
_-._.._a ------
MATCH EXISTING
GRADE
h
STA: 80 +00.00 (SECTION F -F SEE SHEET 04.92) 30.0 30.40
8L0'
(SECTION F -F RELOCATED 18t
.0^ 24.0' 12.0' EAST DUE TO ENCROACHMENT
$ $ ON WEST PROPERTY LIINE)
EXISTING 20.0 m 20.00
m
GRADE r
n }
{-
m
- y ffUj
ow ow a1
ss o C)
10.0 Z 10.0 CL
r PROPOSED"
E MATCH ISTING J
STA: 88 +00_00
81 -0"
37.0' 14.0'
F -F SEE SHEET C4.92)
24.0'
12.4^
90.00
30.1
EXISTING °
$
$
o
GRADE n
7
m
°°
i
r
n
r'$
Ir0
........:
10.[
4
y
LL
W
O
MATCH EXIST. GRADE
O
aj
GRADES
PROPOSER
30,[
N
20.(�
a�a
C
a
10.c
-
60.00 70.00 80.00
90.00
30.1
TOP QF- -
70.00 80.00
20.(
�E-
50.00
GRADE
h i r 6r'v
Gild cnlh
°
TOP OF BERM.
r'$
Ir0
........:
10.[
u5 co'
12
H BOTTOM
.h 1v
D n Q
rI7r d 4(1 n ° GI
...........
,.• °'
MATCH EXIST. GRADE
0.00 0.40
aj
GRADES
,
r. ao
PROPOSED DITCH BOTTOM
f
mid,
MATCH EXIST. GRADE
0.0(
:_, d
m g
0.00 0.00
20.0d 30..01)
40.00
50.00
60.0d 70.00
80.00 90.00 140,00 110.00
0.00 10.00 2000 30.00 40 :00 50.00 60.00 70.00
04:00
90.00 100.00 110.00
'� 8
Z
i i,N
cPN �N
'N'°
tilao
apn
tV'� n;
o
ra.m r� o< AS -BUILT LIDAR
40�o N u [] %` PRECONSTRUCTION:�
EXISTING
_
`�
.
7
n�
2Q.0
in v
°Y
aii�
�;O
r,v
oy:o
GRADE w
w w
cG:� NIA ;° of
ruT �I�
r�
G4 aim GD
T
O
v
W
�
u
GRADES
Qi
STA: 82 +00.00 {SECTION F -F SEE SHEET 04.92) 30,0 30.00
81.0'
(SECTION F -F RELOCATED 181
31'(7 -I- 14.0' 24.0' 12.0' EAST DUE TO ENCROACHMENT
8 g 8 S ON WEST PROPERTY LIINE)
- EXISTING 24.4 m 2000 .
" GRADE r
wW w� m
w
w w
� E
.--- _�..........:_.......,- 1d.0 1000
3 , - PROPOSED
TOP OFVERM
MATCH EXIST. GRADE
�.... 0.00 0.00
]0 40 -00 50.00
60.00 70.00 80.00
90.00
30.1
0,00 10.00 20.00 30.00 4_0.00 50.00 60.00
70.00 80.00
20.(
�E-
50.00
60.00
h i r 6r'v
Gild cnlh
°
cn,m o;n -T °
ff1iQ C] �•']
O o
r'$
Ir0
........:
10.[
u5 co'
12
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
.h 1v
D n Q
rI7r d 4(1 n ° GI
Li
24.4'
]0 40 -00 50.00
60.00 70.00 80.00
90.00
1Q0 -00 110.00
0,00 10.00 20.00 30.00 4_0.00 50.00 60.00
70.00 80.00
90.00
100.00 110.01)
50.00
60.00
h i r 6r'v
Gild cnlh
°
cn,m o;n -T °
ff1iQ C] �•']
O o
r'$
y w AS -BUILT LIDAR
ao rn� I
C3N"S I
........:
"7 n �" �y , a pIN �I�
a! 4O R mp N ;p W
O
„d�6i
u5 co'
12
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
.h 1v
D n Q
rI7r d 4(1 n ° GI
Li
24.4'
min � ggao 6Ti:d
TI°
aj
GRADES
,
r. ao
4.o ti r iti =
Gj P
r
mid,
6� m �p m
31.0'
14.0'
0.00 0.00
_
PROJ. NO.: 1002
$
STA: 84 +00.00
(SECTION F -F SEE SHEET 04.92)
STA: 92 +00.00 (SECTION F -F SEE SHEET 04.92)
Z
SLO'
31.0' 14.0' 24.0' 11v --------- _____ __________r_________
-- - - EXISTIN ro r - IE `
GRADE
:X LLI ___ , J ----------- L
w w w
LLO S o v - -- -r
- - -- - - - -- - - --
PROPOSED MATCH PROP
%ISTING -
GRADE TOP OF GERM
• �f ��%' ✓' MATCH EXIST. GRAPE
PROPOSED DITCH BOTTOM
10.00 20.00 30.00
o
Q id c6 : m z,q
_:o N
31.0'
1m1 20.W
70.00 80.00 80.0�1gp
-00
1).00
110.00
c1i ar AS -BUILT LIDAR
m
20 -00
J_cal
u
50.00
60.00
70.00
SO.OD
C1 Z 10.00 -
100.00
........:
_,� - -
MATCH [XISTING
GRADE
0.00 . '-°-
10.00
AS -BUILT LIDAR 0410
PRECONSTRUCTION
u.0 �u.uu
70.00 80.00 80.0�1gp
-00
1).00
110.00
c1i ar AS -BUILT LIDAR
0.04 10.00
20 -00
30 -00
40.00
50.00
60.00
70.00
SO.OD
90.00
100.00
D. W
110.00
�� n
W �
cry
L
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
.h 1v
D n Q
rI7r d 4(1 n ° GI
NiN t®v tn1�
Io ti qla
24.4'
12.0'
v
w iac
,
r. ao
v.a n
�
P
�
31.0'
14.0'
0.00 0.00
_
PROJ. NO.: 1002
$
S g
8
Z
20.0 m 20.00
mA:WN sr- RC
EXISTING
T m
.
7
2Q.0
in v
D
O
r
m
GRADE w
w w
F
O
W
�
u
m uyw
Qi
a
9_j
ss
ss
LL
10.0 Z 10.00
.. .,.,::�
_ W __
-.
PROPOSED
10.0
�
r^.
TOP OF BERM
Z
MATCH
EXISTING .
GRADE
MATCH EXIST, GRADE
0
000
4_0.01) 50.OD 60.00
70.00 80.00 80.0�1gp
-00
1).00
110.00
c1i ar AS -BUILT LIDAR
0.04 10.00
20 -00
30 -00
40.00
50.00
60.00
70.00
SO.OD
90.00
100.00
D. W
110.00
�� n
W �
cry
L
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
.h 1v
D n Q
rI7r d 4(1 n ° GI
NiN t®v tn1�
Io ti qla
o
di c �
N
v
w iac
,
r. ao
v.a n
gp�. o7
P
�
N �
,> PROPOSED
TOP OF BERM
MATCH EXIST. GRADE
0.00 0.00
_
PROJ. NO.: 1002
mA:WN sr- RC
_81-
14.0'
2000 . 3000 40
C4 M N' ° 4oQ•
N ° N° e•
STA:
86+00.06 (SECTION F -F SEE SHEET C4.92)
30.0
0'
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
24.0' 12.0'
0.00 10.00 20.04 30.00
40.00 50.00
60.00
g $
90.00
140.00 110.00
EXISTING
°
20.0 20.00
r11
a1,°
I
GRADE 11
rn
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
wa
m
r•'N
�.
q
at7.�
o w
''�
tli ai r m
�I
o w
a"�
Ole-
N t a�
N� n
M o' e3i W
t� tw
g
�3
_
,> PROPOSED
TOP OF BERM
MATCH EXIST. GRADE
0.00 0.00
_
0 [L U)
o co
�0
4 Qx w
7
LL
2
0 w
] 50.00
80.00
70.00 80.00 90.00
1Q0-99 110.00
n n r4�
�n I
m ar rn
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
/i PROPOSED CUT
0.00 10.00 20.04 30.00
40.00 50.00
60.00
70.00 80.00
90.00
140.00 110.00
O IZ
N
v
- yp;°
r11
a1,°
I
to r
v1 n
•O ° �;oi
� � � �
COLLECTED IN FIELD)
r, Si v� IN
r. n ' o °rn
o G a o
n Nlr
w
a�'n n
1)
o
6
P
r•'N
�.
q
at7.�
o w
''�
tli ai r m
�I
o w
a"�
Ole-
N t a�
N� n
M o' e3i W
_
_
PROJ. NO.: 1002
mA:WN sr- RC
ALIGNMENT = NORTH PL
SCALE 11" X 17" = 1" - 20' H
���_ PROPOSED FILL
/i PROPOSED CUT
3 1 " =20'V
AS-BUILT
= WATER SURFACE
22" X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r -
1' r - �' V
PRE - CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
(ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01/16114
SHEET:
05,6

30.00
E
M 2D.00
m
O
2 1D,00
0.00
AS -BUILT LIDAR
NSTRUCTION
GRADES
30.00
m 20:00
m
's
Q
10.00
S
d
i
7
S 0.00
AS -BUILT LIDAR
R
TION
GRADES
i
3D.DO
m 2D.00
m
a
z 1D.DOi
0.90
AS -BUILT LIDAR
GRADES
30-001
tom, I iviv r -r or-c or
81.0'
31.0' 14.0' 24-' 12.0'
D! EXISTING 111
GRADE LL
p J $ $ g o w
MATCH EXISTING PROPOSED
GRADE TOP OFSERM
PBQPO�gD;2IjQH BOTTOM
w k4
LL w
o W..,
is � �- �� -�`� •_��.��
MATCH EXIST GRADE
30.( 30 -00
20.1 m 20.00
C
0
10.( 10.00
0.01 O.OD
a I n: , vvrvv -w (O CI. I KAY 1--r OLL OCILL I 1.4.`)3
2000 .
30.00
61.0•
60.00
70.00
80.00
90_.00
100,00
11.0.00
24.0' 12.0'
GRADE
10.00
CO
OD
31.0'
14.0•
ra
EXISTING
na n Ian m rn no - ra AS -BUILT LIDAR
.r} Nio co! RO aA Qa: �[+ rn N N cm � A of
r➢'a Ub �'": NIA aD,rn ao 7 C! Go rV ws 011 u] r N v N1 si
ti[o L,,IIg w alai ap{oa o ¢a G',ro of ai m 0 of �
S
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
f f 1 I
GRADE
-°-
i n
'r
..
- °,..•.- .�.• --� -`
EXISTING GRADE
-
I GRADES
w w,
w
0.2
..
❑
.mot.
LLu�l �w
Q
J S
$
g O 6
MATCH
ISTING
GRADE
- PROPi}.SED _Dd.Q8 BOTTOM-
MATCH EXISTING
PROPOSED
' TOP OF BERM
MATCH EXIST. GRADE
.....
0.00 10.00
2000 .
30.00
4000 5000
60.00
70.00
80.00
90_.00
100,00
11.0.00
10.00
GRADE
10.00
CO
OD
20.00 30.00
'a
M QD' cq
R h+i� N
40.00
In I+
ra
5000 0.00
"° N co r
r�--
na n Ian m rn no - ra AS -BUILT LIDAR
.r} Nio co! RO aA Qa: �[+ rn N N cm � A of
r➢'a Ub �'": NIA aD,rn ao 7 C! Go rV ws 011 u] r N v N1 si
ti[o L,,IIg w alai ap{oa o ¢a G',ro of ai m 0 of �
D
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
f f 1 I
_ I
'r
..
- °,..•.- .�.• --� -`
EXISTING GRADE
-
I GRADES
GRADE
..
❑
.mot.
_
TOP OF BERM
4 _ _
°
.
1a.i
10.04
r
W
MATCH EXISTING
PROPOSED
PROPOSED
_
MATCH
'� 1L_
MATCH EXIST. GRADE
OF BERM
STA: 98+00,OD
(SECTION F -F SEE SHEET 04,93)
ROCK ROAD
...
a 0.00
PR P SEE7 DITCH
B
a.v[
40.00 50.00 60.00 70.DO 80.00
STA:
ip6+00.0p SE( CTION
04
Lq r -.
1w O7 M
81.0'
�?�ul
0,00
mI �% cMn
t
30.( 30.00
FUTURE
16.0'
20 00
30.DO 40.00
50.00
60.00
70.00
80.00 90.09
100.00 110.49
-30.00
-20.00
-10.00
AS -BUILT LIDAR
N
AS -BUILT LIDAR
VR I� rota cv r
o r r'Im arE�i IiIPe G`7i.m o �a m c� N m
n CVI 'at^ gal as. ai rn a'i, -
rn�a
NIA
ail
(SECTIO G -G RELOCATED 21 EAST DUE TO ENC
ro a
cv o
00,E
31.0'
1002
14.0'
24.0'
12.0'
._.
-
GRADES
26.0'
14.0' -
EXISTING
20 .1 20.00
2.0'
$ - -
}
GRADE
' .
r
m
a
�n
°` � U Z
`3 a
Lw
Z
�w
LLw
">'
4 w
1'1
O
9
4 d
..::_. -.
MATCH
.. ....
_•_�'-
EXISTING
....
.//
R
p.
�- 7
PROPOSED
-
- --
- -- •...
�`
._. ..
............ ,..._..__.._._....._...........
_
1 a.[ 10-.
-
4
GRADE
�
TOP OF
BERM
"'�-
MATCH EXISTING
PROPOSED
°`-
MATCH EXIST.
GRADE
GRADE
ROCK ROAD
PE-OPMD1
IT H
0.01 0 -00
AS -BUILT LIDAR
ECONSIKULAWN
-30.00
P ❑
(FUTURE) PROPOSED IT H
-20.DO -10.00 0 -00 10.00
�r1' a
sorrom
20.00 30.00
-
NI
0.00 10.00 20.00 30.49 40.DD 50.D0 60.00 70.00 8000 90.00 100.00 110.40
I
oo.�y �•°,w cqj' q co: -t N -:,o oAR .: - m an v Nj
m N d NEr? IL?I'a N10? Wl. o? EN N ns �+ E
G Glad
m
G.6
r'n rril u]
mtn
�[
a; of
0,-
f_:j.o
np;ao 4w 07:m
ole, c4 a
ii
i
I [
1
i
GRADES
31.0°
EXISTING
uJ W GRADE
OZ
CL
MATCH I EXIST] NG
GRADE
212w
10-0
47: W
Q -n!
20
Io-
n C.
N
C
vWi p r z°
as
a
O
v'sm 8�
lu.uu d1J.uv 'JD.yI V 109 00 11u.uu +�
ISj b No rIN Ol R +} 9f
p rn
G -G SEE SHEET C4.94) 2 E E u
'6.0• 30.E Aal€�I��i
ROACHMENT ON WEST PROP RTY LINE)
24.0' 12.0'
EXISTING U
F
- S �
20.
GRADE � °-
�r
�� a ❑W IL
0,�� /..... 10.4 c�
:7'� PROPOSED
'3� TOP OF BERM MATCH
EXIST.
GRADE
O.0.
_40.DO 50.00 6y�0�y.00 70.00 80.DO
-O'er Q't MIS
6ii°' Oi {a' O on
STA: 14(3+00.00 (SECTION F -F SEE SHEET C4.93 ) STA: 108 +00.00 (SECTION G-G SEE SHEET 04.98)
81.0' 30.4 39.DV 16.0' 78,0' 30.(
(SECTIO G -G RELOCATED 2t EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) ? z
14.0° 24 -9 12.0' 28.0' 14.0' 2410' 12.0' � r`
M }
r Z
$ J11. 2.o EXISTING _
20.1 Fr 29.90 • $ GRADE 2 S 19 R 2v.( � � 0
N' �y C w? w QZ F
E � O
8 $ 8 10 0 w $ S g 8 °
s
•.,-. ................:,..,- ...�.:..,.T.,...._..,_._.. -... 10.( 10.00
_,... ....... Q
./� PROPOSED _
...... PROPOSED PROPOSED m Z
1 .[
TOP OF BERM MATCH EXISTING PROPOSED � TOR OF BERM ... MATCH
MATCH EXIST. GRADE ROCK ROAD 'f ".'� �� t EXIST.
GRADE
FUTURE GRADE
lH BOTTOM
D.01 9.00 0.0( L
20 -0 30.00 4000 50.00 60.00 70.00 80.00 90.00 100.00 110.00 30.00 20.00 - 10.00 0,00 10 -00 20 -00 30.00 40.00 50 -00 60.00 7D.00 50.00 _
ch r Cl to - r-: a �!w M m a) �- (m r*e.� AS -BUILT LIDAR �.- o m u) o;� so 0 11 LO N.o ID m �
of n Q!, uz apl +7 t6 P �0 a% `- ,P N. �] N v N N ° ,r1 w O O 47; of °t rn ,f1 n (p R r Oi ,- in h �W/1�
�P� !� c G_ T`l �� Ta T GRADES A.r r0, 01.w gplr R cj ry -.m np.0 Ci ui Fjm pfiw i VJ
STA: 102+00.00 (SECTION F -F SEE SHEET 04.93) _ STA: 110+04.00 (SECTION G-G SEE SHEET 04.98)
18:0' 76.0' - 30.1
(SECTIO G -G RELOCATED 2t EAST UE TO ENCROACHMENT ON WEST PROP RTY L[NE) N Q
14.0' 24.0' - 12 -' I 26-(Y 14.0' 24 -' 12..0' � N
I 2.0- EXISTING g Lr 1L
20.1 m 20.00 - _- 20.1
�w ww
LL w
Qo ❑ W ❑
rn ii
1W J
z o w 8.5'
10..00
.:.- -..... -.
-- --_
31.0'
m 20 -00
._
- EXISTING
m
10.00
GRADE
"S
0
Lu
WATER SURFACE
w
r)
j
D
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r
1 �r
20
Io-
n C.
N
C
vWi p r z°
as
a
O
v'sm 8�
lu.uu d1J.uv 'JD.yI V 109 00 11u.uu +�
ISj b No rIN Ol R +} 9f
p rn
G -G SEE SHEET C4.94) 2 E E u
'6.0• 30.E Aal€�I��i
ROACHMENT ON WEST PROP RTY LINE)
24.0' 12.0'
EXISTING U
F
- S �
20.
GRADE � °-
�r
�� a ❑W IL
0,�� /..... 10.4 c�
:7'� PROPOSED
'3� TOP OF BERM MATCH
EXIST.
GRADE
O.0.
_40.DO 50.00 6y�0�y.00 70.00 80.DO
-O'er Q't MIS
6ii°' Oi {a' O on
STA: 14(3+00.00 (SECTION F -F SEE SHEET C4.93 ) STA: 108 +00.00 (SECTION G-G SEE SHEET 04.98)
81.0' 30.4 39.DV 16.0' 78,0' 30.(
(SECTIO G -G RELOCATED 2t EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) ? z
14.0° 24 -9 12.0' 28.0' 14.0' 2410' 12.0' � r`
M }
r Z
$ J11. 2.o EXISTING _
20.1 Fr 29.90 • $ GRADE 2 S 19 R 2v.( � � 0
N' �y C w? w QZ F
E � O
8 $ 8 10 0 w $ S g 8 °
s
•.,-. ................:,..,- ...�.:..,.T.,...._..,_._.. -... 10.( 10.00
_,... ....... Q
./� PROPOSED _
...... PROPOSED PROPOSED m Z
1 .[
TOP OF BERM MATCH EXISTING PROPOSED � TOR OF BERM ... MATCH
MATCH EXIST. GRADE ROCK ROAD 'f ".'� �� t EXIST.
GRADE
FUTURE GRADE
lH BOTTOM
D.01 9.00 0.0( L
20 -0 30.00 4000 50.00 60.00 70.00 80.00 90.00 100.00 110.00 30.00 20.00 - 10.00 0,00 10 -00 20 -00 30.00 40.00 50 -00 60.00 7D.00 50.00 _
ch r Cl to - r-: a �!w M m a) �- (m r*e.� AS -BUILT LIDAR �.- o m u) o;� so 0 11 LO N.o ID m �
of n Q!, uz apl +7 t6 P �0 a% `- ,P N. �] N v N N ° ,r1 w O O 47; of °t rn ,f1 n (p R r Oi ,- in h �W/1�
�P� !� c G_ T`l �� Ta T GRADES A.r r0, 01.w gplr R cj ry -.m np.0 Ci ui Fjm pfiw i VJ
STA: 102+00.00 (SECTION F -F SEE SHEET 04.93) _ STA: 110+04.00 (SECTION G-G SEE SHEET 04.98)
18:0' 76.0' - 30.1
(SECTIO G -G RELOCATED 2t EAST UE TO ENCROACHMENT ON WEST PROP RTY L[NE) N Q
14.0' 24.0' - 12 -' I 26-(Y 14.0' 24 -' 12..0' � N
I 2.0- EXISTING g Lr 1L
20.1 m 20.00 - _- 20.1
�w ww
LL w
Qo ❑ W ❑
rn ii
1W J
z o w 8.5'
10..00
.:.- -..... -.
-
.......
._
' -- _. _ ...,....
10.(
10.00
... _
"S
MATCH EXISTING ��f
=
WATER SURFACE
22" X 34f1 = 1" = 10'H
j
PROPOSED
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r
1 �r
PRE- CONSTRUCTION
COLLECTED IN FIELD)
..
- °,..•.- .�.• --� -`
EXISTING GRADE
-
n
GRADE
..
❑
.mot.
_
TOP OF BERM
4 _ _
°
.
1a.i
10.04
r
W
MATCH EXISTING
PROPOSED
PROPOSED
_
MATCH
'� 1L_
MATCH EXIST. GRADE
OF BERM
GRADE
EXIST.
GRADE
ROCK ROAD
...
a 0.00
PR P SEE7 DITCH
B
a.v[
40.00 50.00 60.00 70.DO 80.00
_30.00
a�
04
Lq r -.
1w O7 M
MIM
�?�ul
0,00
mI �% cMn
t
FUTURE
0.00 10.00
20 00
30.DO 40.00
50.00
60.00
70.00
80.00 90.09
100.00 110.49
-30.00
-20.00
-10.00
AS -BUILT LIDAR
N
AS -BUILT LIDAR
VR I� rota cv r
o r r'Im arE�i IiIPe G`7i.m o �a m c� N m
n CVI 'at^ gal as. ai rn a'i, -
rn�a
NIA
ail
cs m
In
a6
ro a
cv o
00,E
GRADES
1002
_ 1
_!
._.
-
GRADES
RC
DITCH BOTTOM
10,00 20.00
ALIGNMENT = NORTH PL
J
SCALE 11" X 7" = 1" = 20'H
PROPOSED FILL
/�
, ff
PROPOSED CUT
3 1" _ 20r
AS -BUILT
=
WATER SURFACE
22" X 34f1 = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
r
1 �r
PRE- CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
(ED,,
AS- BUILT SPOT GRADES (FOR ROAD BASE)
DITCH BOTTOM
10,00 20.00
DATE: 01/16114
SHEET: �
C5, f j
J
�.
W
W
dS
vwi
LL W
cwn
W
�D0
L
..
❑
.mot.
_
o
4 _ _
°
.
1a.i
o
r
W
PROPOSED
MATCH
'� 1L_
•' TOP
OF BERM
EXIST.
GRADE
_
n
O
�
W
CL
a.v[
40.00 50.00 60.00 70.DO 80.00
_30.00
a�
04
Lq r -.
1w O7 M
MIM
�?�ul
mI �% cMn
t
ni N:;ed
ao cd
ff+la�
rla7
ml
PROJ- NO.:
1002
Di1AWN ar--
RC
DATE: 01/16114
SHEET: �
C5, f j

3D.D0
m 20.00
IrTi
a
0
1 D.00
16.0'
(SI
STA: 112 +00.00 (SECTION G-G SEE SHEET C4.98)
76.0'
G -G RELOCATED 2t EAST QUE TO ENCROACHMENT ON WEST PROPERTY LINE)
26A' 14.0' -1 24.0' 12.0" -
30.0 30.00
STA: 120 +00.00 (SECTION G -G SEE SHEET C4.102)
16.0' 76.(Y - - - - 30.(
(SECTIOI G -G RELOCATED 21 EAST UE TO ENCROACHMENT 4N WEST PROP RTY LINE) G
26.0' 14.0' 24.0' 12.0'
2.0` EXISTING 20 :(
� 8 " $ ° �. ° r u 8 GRAD€ �. A o (D
d 2' d `� w a
4A w fl N W W f fl J a T q.
pp pp 1 W
O 0 W O m x�jl
G G
-$.a1 ... .;.. - rr ,.. a
--
MATCH EXISTING PROPOSED T / f PROPOSED MATCH - �' - " PRQP6S_D ^� STOP OF GERM MATCH
GRADE { MATCH EXISTING
OF BERM EXIST. _
RACK ROAD GRADE GRADE ROCK RO.�D EXIST.
(FUTURE 1 POSED DITCH BOTTOM FUTURE] OPQSED DITCH BOTTOM GRADE
0.00
-30.00
-20.00
-
-10.00 0.00
10.00
20 -00
30.00
40 -00
50.00
60 -00
70 -00
0.00 0.00
80 -00
-30.00 -20.00 -10.00
AS -BUILT LIDAR
on rnm
o `ts0-t, LL
€ w
`.�- y•....�T,
PROPOSED
14.9
MATCH EXISTING
ROCK ROAD
E.
GRADE
AS -BUILT LIDAR
0.00
� qAln �
-24.W -10.00 p,
,�,Ia
csi w
u] n
CA:W
chl�
P ®
V
LL
coin (g3�1n n
GRADES
ppi m
'6 m
�� ��� PROPOSED FILL
1"4.6
i
4! 6i
i
N :cn
Niai
Q6 a�
M m
O_m
PRECONSTR
m m
GRADES
= 1" = 10' H
1': 0
_�
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" - 0' --
- - - - -- PRE- CONSTRUCTION
q8
n
q
W
EXISTING GRADE
�R
(ff \
I I
3D STA: 114 +00.00 (SECTION G-G SEE SHEET C4.98) 3D p 30,00
16
(SECTIO, G -G RELOCATED 2t EAST I UE TO ENCROACHMENT ON WEST PROP RTY LINE)
26.0' ICY 24.0' 12.0'
m 20.x0 2 -0' _ EXISTING
ro mg X LL -°
c C LU Z
IL
O--- p_______.
� fl
10,00 Id
§ MATCH EXISTING 'POSED
GRADE ROCK ROAD TOP OF BERM
{FUTURE] ROPOSED DITCH BOTTOM
0.00
S -30.00 -20.00 -10.00 0..00 10.00 20.00 30.00 40.00 50.00 60.00 70.00
AS -BUILT LIDAR F J_ J." asln 5a ?�
sD.oO
16.0'
m ZU.UU
r
76.0'
g
m
0.00 0.00
1
-10.00 0.00 10.00 20.00 30.OD
x w
t0
50.D0 60.00 70.DO 80.00
9 AS -BUILT LIDAR
N
W
z 10.00
on rnm
o `ts0-t, LL
€ w
`.�- y•....�T,
PROPOSED
14.9
MATCH EXISTING
ROCK ROAD
E.
GRADE
(FUTUR €) F
0.00
-30.00
-24.W -10.00 p,
,�,Ia
csi w
ml or
+min nl^
AS -BUILT LIDAR
30.00
m 20.00
r
m
n
z 10.00
STA: 116 +00.00 (SECTION G -G SEE SHEET C4.1
20.0 m 20.00
m
a
0
_ - ^ 10.0 z 10 -00
MATCH
EXIST.••
GRADE
0.00 0 -00
80.00
AS -BUILT LIDAR
�.� �Y
GRADES
-- 30 0 30 OD
10.00 20.00 30.00 40.00 50.00 60.00
U]�C' t�IN �4 �Ge Imi� �Idmi
c�l� erila� �il� svlal �I� esl"i
0.0(
70.00 50.00
u I A: 1 CL +VV.VV (Jtl; I IUIN Ci -Ci =t JF1tt 1 1:4.1 V2)
16.0' 76.0'
(SECTIO G -G RELOCATED 2t EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE)
26.0' 14.0' 24.0' 12.0'
2.0' EXISTING g _$
-GRADE -
�S ffW
LU W w w
Y -
W
W a $g ®g v
PROPOSED
-�R PROPOSED TOP OF BERM
MATCH EXISTING ROCK ROAD �, L
GRADE (FUTURE ) OPOSED DITCH BOTTOM
MATCH
EXIST.
GRADE
30.(
20.
0.0(
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 50.00
o 0 aii
Flw rlm r-
v'sm 8�
�km Why
�daH ii fJi2
F
�C
ao w c n m w N
�_j
qaN 1'- � fDl? N r (h N SIN VIN
zplm a ai �.j w �.jim I: ui � ao oao ,�ilai
STA: 124 +00.00 (SECTION G -G SEE SHEET C4.106) 30
76.0' 16.0' .. 76,{}'..
G -G RELOCATED 2± EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) (SECTIO G -G RELOCATED 2± EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) z z
26-Y 14.0' 24.0' 12.0' 26.0' 14.0' 24.0 12.0' M
2A EXISTING - - 2,p EXISTING v z
GRADE $ o '�' $ 20.0 m 20.00 8 - -..._G $ -8 20.t
O
Li
W W , 8 h Y 0. W W lU J 'O ~
W - J
$ e $ 4 O z
i
U $$ 8g Ow
...
.... � O W
Ell w O W
- - - �' - '•- •- -.. 10.0 10.00 r.r' LL 8 H 10 C �4 '^
-..... -. -.., . -...
h
Vl PROP ED
TOP OF BERM MATCH ' ` - PROPOSED �%� TOP OF BERM MATCH
i EXIST. MATCH EXISTING J ROCK ROAD EXIST.
IOPOSEO DITCH BOTTOM GRADE D W 000 GRADE FUTURE bPOSED DITCH BOTTOM - GRADE 0 0( LL
10.00 20 -00 30.00 40.00 50.00 60 -00 70.00 80.00 -30 -00 -20.00 -10.00 D.00 10.00 20.00 39.00 40.00 50.00 00.00 70.00 50.00 r
o
Na u1 iN a_ l„ m IlI n C-4;0 AS -BUILT LID AR � _ UID Io r fl pc4 C r or 0. �OI;0
CT0x1'6 N in w w N io n Ew
WPREOONSTRU I t j til L906 Cjla6 C410i < ai pj m 0)!m �'-1m t
GRADES �pt
� vJ
STA: 118 +00.00 (SECTION G -G SEE SHEET C4.102) STA: 125 +40.00 (SECTION G-G SEE SHEET C4.1 OB)
-- - 16.0' 76,0'
(SECTIO G -G RELOCATED 21 EAST DUE TO ENCROACHMENT ON WEST PROPERTY LINE)
26.0' 14.0' 24.0' 12.0'
2.0' EXISTING - --
of n � - -- I --
m LU h
- - x a - - - -, - ai w5
___... 1• �. ___ _ N W W
p yy,. W ,Wy LLI
du PROPOSED
MATCH EXISTING PROPOSED TOP OF BERM MATCH
GRADE ROCK ROAD ..',r EXIST.
(FUTURE) OPO6ED DITCH BOTTOM GRAPE
30.0 30,00
?0.0 r 20.00
m
a
O
10.0 z 10.00
0.00
76.0'
v'sm 8�
�km Why
�daH ii fJi2
F
�C
ao w c n m w N
�_j
qaN 1'- � fDl? N r (h N SIN VIN
zplm a ai �.j w �.jim I: ui � ao oao ,�ilai
STA: 124 +00.00 (SECTION G -G SEE SHEET C4.106) 30
76.0' 16.0' .. 76,{}'..
G -G RELOCATED 2± EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) (SECTIO G -G RELOCATED 2± EAST UE TO ENCROACHMENT ON WEST PROP RTY LINE) z z
26-Y 14.0' 24.0' 12.0' 26.0' 14.0' 24.0 12.0' M
2A EXISTING - - 2,p EXISTING v z
GRADE $ o '�' $ 20.0 m 20.00 8 - -..._G $ -8 20.t
O
Li
W W , 8 h Y 0. W W lU J 'O ~
W - J
$ e $ 4 O z
i
U $$ 8g Ow
...
.... � O W
Ell w O W
- - - �' - '•- •- -.. 10.0 10.00 r.r' LL 8 H 10 C �4 '^
-..... -. -.., . -...
h
Vl PROP ED
TOP OF BERM MATCH ' ` - PROPOSED �%� TOP OF BERM MATCH
i EXIST. MATCH EXISTING J ROCK ROAD EXIST.
IOPOSEO DITCH BOTTOM GRADE D W 000 GRADE FUTURE bPOSED DITCH BOTTOM - GRADE 0 0( LL
10.00 20 -00 30.00 40.00 50.00 60 -00 70.00 80.00 -30 -00 -20.00 -10.00 D.00 10.00 20.00 39.00 40.00 50.00 00.00 70.00 50.00 r
o
Na u1 iN a_ l„ m IlI n C-4;0 AS -BUILT LID AR � _ UID Io r fl pc4 C r or 0. �OI;0
CT0x1'6 N in w w N io n Ew
WPREOONSTRU I t j til L906 Cjla6 C410i < ai pj m 0)!m �'-1m t
GRADES �pt
� vJ
STA: 118 +00.00 (SECTION G -G SEE SHEET C4.102) STA: 125 +40.00 (SECTION G-G SEE SHEET C4.1 OB)
-- - 16.0' 76,0'
(SECTIO G -G RELOCATED 21 EAST DUE TO ENCROACHMENT ON WEST PROPERTY LINE)
26.0' 14.0' 24.0' 12.0'
2.0' EXISTING - --
of n � - -- I --
m LU h
- - x a - - - -, - ai w5
___... 1• �. ___ _ N W W
p yy,. W ,Wy LLI
du PROPOSED
MATCH EXISTING PROPOSED TOP OF BERM MATCH
GRADE ROCK ROAD ..',r EXIST.
(FUTURE) OPO6ED DITCH BOTTOM GRAPE
30.0 30,00
?0.0 r 20.00
m
a
O
10.0 z 10.00
0.00
76.0'
VJ
76.0'
0.00 0.00
-30.00 -2D.00
-10.00 0.00 10.00 20.00 30.OD
40.DO
50.D0 60.00 70.DO 80.00
9 AS -BUILT LIDAR
TO ENCROACHMENT
ON WEST PROPERTY
on rnm
€ w
AS -BUILT LIDAR
N U I N
14.9
n. aJ
I H N
E.
p a ad oiod
N
GRADES
fl r
EXISTING
� 7
m $6
o n
x x
o
h
ALIGNMENT° =
NORTH PL
LL
30.0 30,00
?0.0 r 20.00
m
a
O
10.0 z 10.00
0.00
76.0'
VJ
76.0'
0.00 0.00
-30.00 -2D.00
-10.00 0.00 10.00 20.00 30.OD
40.DO
50.D0 60.00 70.DO 80.00
9 AS -BUILT LIDAR
TO ENCROACHMENT
ON WEST PROPERTY
on rnm
€ w
AS -BUILT LIDAR
N U I N
14.9
n. aJ
I H N
E.
p a ad oiod
N
GRADES
fl r
EXISTING
� 7
m $6
o n
x x
o
h
ALIGNMENT° =
NORTH PL
LL
- GRADE--
Y
�. -
SCALE 11" X 17"
= 1" - 20' H
�� ��� PROPOSED FILL
PROPOSED CUT
3
1 " =20'V
AS -BUILT
Y
WATER SURFACE
22" X 34"
= 1" = 10' H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" - 0' --
- - - - -- PRE- CONSTRUCTION
q8
COLLECTED IN FIELD)
q
W
EXISTING GRADE
�R
(ff \
AS -BUILT SPOT GRADES (FOR ROAD BASE)
30. �
76.0'
VJ
76.0'
(SECTIO
G -G RELOCATED 21 EAST DUE
TO ENCROACHMENT
ON WEST PROPERTY
LINE)
J �
14.9
12.0'
26.0'
24,0
90.1 f
fl r
EXISTING
� 7
m $6
o n
x x
o
h
LL
- GRADE--
Y
�. -
UJ
�_
W
MATCH EXISTING
W
a.
N
GRADE.w�
$8
q8
��
q
W
• PROPOSED
ROCK ROAD��'
FUTURE
-...��
OPOSED DITCH BOTTOM
•`TOP OF BERM w MATCH
•••• EXIST.
GRADE
30. �
� V
VJ
a0. L
LLf
J �
�
r
90.1 f
fl r
� 7
C LL
LL
2 L
n
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 O A
i
N Q 4i� P -Ip RIP
W n F m m t
AS- B U I LTS
q m
�j 1�
PRa. Ira.: 1002
CiRAWN SY: RC
V. No. DATE DESCRIPTION DATE: lall16174
SHEET:
C5,8
AS- B U I LTS
q m
�j 1�
PRa. Ira.: 1002
CiRAWN SY: RC
V. No. DATE DESCRIPTION DATE: lall16174
SHEET:
C5,8

0.00
AS -BUILT LIDAR
GRADES
30.00
M 20.00
( r
m
's
O
10.00
S
s
7
0.00
AS -BUILT LIDAR
�57N k��il[1R
l
GRADES
i
30.00
m 20.00
r
L
A
1
O
z 10.00
ROCK ROAD �.
(FUTURE
-30.00 -20.00 -10.00 0.00 10.00 20..00 30.00 40.00 50.00 60.00 70.00
mIm a -.n c�Cp .ra eplo cn.,ms Im rY -, N m n: N
c[i!� m:� sai Gilri .�Ir njlr NIA ri_n 031 n c r
r-
16.0• -
N H -H
ffi
w�
MATCH EXISTING'- : PROPOSED
GRADE - ROCK ROAD
FUTURE
-30.00 -20.00 -10.00
O n N1M
tiln I`. P�
MATCH EXISTING J
000 GRADE
.
-30.00
IT r.
30,01
30.00
STA: 128 +50.00 (SECTION H -H SEE SHEET C4.106)
30.00
16.0'
71.0'
S
( ECTION H -H REL GATED 3t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
o
22" X 34" = 1" = 10'H
26.0' 10.0' 23.0' 12.0'
(SECTION H -H
r
2.0'
M 20.00
r
-
$ }}
-
w
- :XISFMG
61 a
F
"3
.......- - .......
GRADE
-1
m
w IL
0 40
0
"'� LL''
n_
MATCH EXISTING
0 w C7
$
8
$-
m' - I
$ 0 0
10.00
GRADE
B.4'.,.
-
l.. EXIST.
��
-
ROCK ROAD
GRADE
0.00
0,00
FUTURE
80.00
PROPOSED
TOP OF BERM
0.00
AS -BUILT LIDAR
GRADES
30.00
M 20.00
( r
m
's
O
10.00
S
s
7
0.00
AS -BUILT LIDAR
�57N k��il[1R
l
GRADES
i
30.00
m 20.00
r
L
A
1
O
z 10.00
ROCK ROAD �.
(FUTURE
-30.00 -20.00 -10.00 0.00 10.00 20..00 30.00 40.00 50.00 60.00 70.00
mIm a -.n c�Cp .ra eplo cn.,ms Im rY -, N m n: N
c[i!� m:� sai Gilri .�Ir njlr NIA ri_n 031 n c r
r-
16.0• -
N H -H
ffi
w�
MATCH EXISTING'- : PROPOSED
GRADE - ROCK ROAD
FUTURE
-30.00 -20.00 -10.00
O n N1M
tiln I`. P�
MATCH EXISTING J
000 GRADE
.
-30.00
IT r.
30,01
30.00
b
n
cn' a ! m 4A
: m csY: m 1.,p
o M^ ��_pp_ N '� N N�C!3�
n M ro ro o m o, m C6 n
s
S
EXISTING
o
22" X 34" = 1" = 10'H
v
(SECTION H -H
r
20.01
m 20..00
r
-
�4
- -
OLI
w
O 10.00
ry
"3
.......- - .......
D
MATCH EXISTING r-
m
PROPOSED
ROCK ROAD
0 40
0
GRADE m
n_
-30.00
10.04
10.00
0.
W 9.2•
\ MATCH
PROPOSED
l.. EXIST.
��
-
ROCK ROAD
GRADE
0.00
0,00
FUTURE
80.00
-30,00 -20.00 -10.00
w
r
a
�
v
AS -BUILT LIDAR
PRECONSTRUCTION
7r,: M1! I Gi!
GRADES
.^i IA: 130 +VV.VV [.7a to I IU N I7 -17 Jtt witt I i:4.1 V4)
71.0'
AXED 2t SOUTH DUE TO ENCROACF MENT ON NORTH PROP RTY LINE)
26.0' 10.0' 23.0' 12.0'
EXISTING $ $ $
GRADE
W
W W
W
PROPOSEb _ - - _ 4 v MATCH
- -. TOP OF BERM EXIST.
GRADE
30.01 30.00 I i 16.0' -
20.01 m 20.00
m ee
�_ ww
m
O
10.04 z 10.00 - __w_ --
MATCH EXISTING W PROPOSED
GRADE ROCK ROAD
0.00 0.00 FUTURE
10.00 20,00 30.00 40.D0 50.00 60.00 70.00 80.00 -30.00 -20.00 -10.00
(DIN m:m �l D n1e IQ'� mtYY r r� AS -BUILT LIDAR
1DI✓M � N qi0 rld (0;;, wIn � � _
{?
rn Q n op r- PRECONSTRUC ION
GRADES
STA: 132 +00.00 {SECTION H -H SEE SHEET 04.106)
71.0' 30.01 30.00 - 16.0'
TED 3t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE) (SECTION H-
26.0' 10.0' 23.0' 12.0'
- 2.0' - g 20.01 m 20.00 S _
STA: 136 +00.00 (SECTION H -H SEE SHEET C4.107)
- - 71.0' - - - 301
]GATED 31 SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 10.0' 23.0' 12.0'
jC
2.D•
EXISTING � Ir o a
GRADE m ¢
2
LL W 0
PROPOSED
TOP OF BERM MATCH
EXIST.
PROPOS GRADE 0V
0 10.00 20.00 30.00 40.00 50.00 60.00 70.00 60.00
C9M grn in ro NF-I w-iN Mien I`- F NIN Mn �� p: n '6 �`• N n eeY I+I cd c! � 0 arI h
_I I -
STA: 138 +00.00 (SECTION H -H SEE SHEET C4.107)
71 A' 30.4
26.0' 10.0' 23.0' 12,0'
2 S 20.(
EXISTING � �
GRADE
i ww ww
1 8 $ S $
�� .'�ROPOSEO
ry ;.....• TOP OF BERM MATCH
EXIST.
_.. GRADE
A an 9n nn an nn An nn cn m an nn 7n nn An m
N^
(�
P_
_! ✓a W
1a tin cg
b
n
cn' a ! m 4A
: m csY: m 1.,p
o M^ ��_pp_ N '� N N�C!3�
n M ro ro o m o, m C6 n
m
lv> A m
a? $' o m -;
^ G }IADI.'
mj' MIN NIM GYM M co W n n wlii7
M I S w' q •t' w us in � N d rY �I m r•i n
mlw� 1i`' C','ryja` C:3 °7 q7 - �' 'r ry' COiw
_.... ...�r.L
m
�� ��� PROPOSED FILL
s
S
EXISTING
o
22" X 34" = 1" = 10'H
v
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
w
S
EXISTING GRADE
OLI
w
O 10.00
GRADE
"3
.......- - .......
n
a
m
PROPOSED
ROCK ROAD
0 40
y�
(FUTURE)
n_
-30.00
-20.00 -10 DO
AS -BUILT LIDAR
,
�w
m1m m!M
➢
��
O
w
v
w
LL
o
o
p
......
.....
10.04
�' 10.00
$
e T
...
��..-
.- .- ......
#ROPOSEf7 -:
PROPOSED _J
`i
- TOP OF BERM
MATCH
MATCH EXISTING PROPOSED _
ROCK ROAD
..
EXIST.
GRADE ROCK ROAD
FUTURE
GRADE
(FUTURE)
a.DD
0.00
XD -10.00
0.00
10.00 20.00
30.00
40.00 50.00 60 -00
I
70.00 80 -00
- 30.00 -20,00 °10.00
AS -BUILT LIDAR �I w'! v o N w r as n m a- r cY m AS -BUILT LIDAR
r`! ein cN n m {Slue s� c o � n w
PRECONSTRUCTION td.Ih nl� '0' I. w� d 'N' d ajlo] r• m C � 6ir cc7 w IFIRECUNSTRUCTION
30.00
STA: 140 +00.00 (SECTION H -H SEE SHEET C4.107)
71.0'
_L DCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.01 23.0' 12.0'
2.(y
} EXISTING
GRADE
r
d
C) g& g g O W W
m
PROPOSED
TOP OF BERM MATCH
EXIST.
�����n�����s��GRADE
n nn 10.00 20.00 3000 40.00 50.00 6000 7000 80.00
00
w
A
lv> A m
a? $' o m -;
^ G }IADI.'
mj' MIN NIM GYM M co W n n wlii7
M I S w' q •t' w us in � N d rY �I m r•i n
mlw� 1i`' C','ryja` C:3 °7 q7 - �' 'r ry' COiw
_.... ...�r.L
I GRADES
STA: 134 *00.00 SECTION H -H SEE SHEET C4.106) 30.01 30-00
16,0°
26.0'
�^ 2.0'
20-00-
IO n N
P.:. it 06
Gs
06
m
�� ��� PROPOSED FILL
s
S
AS -BUILT
Z WATER SURFACE
22" X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r _
1 - V
PRE-CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
O
w
O 10.00
4I.5•
"3
.......- - .......
n
a
MATCH EXISTING
GRADE
PROPOSED
ROCK ROAD
0 40
(FUTURE)
-30.00
-20.00 -10 DO
AS -BUILT LIDAR
,
Im
m1m m!M
71.0'
10.0' 23.0' 12.0'
EXISTING $ o 20.0, r 20.00
S° R m
GRADE " " '
�
3g R $" O
" 10.01 10..00
^PROPOSED'.y MATCH
.TOP OF BERM
EXIST.
GRADE 0.00 0.00
10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
�^ a N °0�m 3 cN�ae E nn o AS -BUILT LIDAR
a cp r �Im m r n
aGjioo u-j {yIr Lfi 1w aGj'm �lr[i o €n app N
_ _ GRADES
ALIGNMENT = NORTH PL
IO n N
P.:. it 06
Gs
06
SCALE 11" X 17" = 1" - 20' H
�� ��� PROPOSED FILL
PROPOSED CUT
3 1 " =20'V
AS -BUILT
Z WATER SURFACE
22" X 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r _
1 - V
PRE-CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
�\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
w4
LL�LL�
MATCH EXISTINGy PROPOSED
GRADE ROCK ROAD
(FUTURE;
ZD IA: T4Z *UU.VU {AtC,I IVN Iy -17 btt MittI 1. AW)
H -H REL CATED 3t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 10.0' 23.0' 12.0'
2.(y 99 J
EXISTING °
UJ - -- GRADE
w
a� LL,
W
or 8g S$ a u
IL
PROPOSED
TOP OF BERM MATCH
EXIST.
GRADE
-30.00 - 20.00 -10.00 0.00 10.00 20.00 3D.00 40.00 5D.00 BD.00 70.00 80.00
®
IO n N
P.:. it 06
Gs
06
N! rn giz :8 r N D N ry
00 rai rxi N tte ny w RY -:I'd m wed
AS- B U I LTS
�m
v'sm 8
a
z m W y y
o E
Alf LL�i
F
�C
0.0c
30.(
�M z
M }
Z
a
20 :) .E m O
� U
D X
0
2
10.t 4
r ^
m �z
0.0( 0
c) LIJ
V
CO
30 -C
20.I c
LL!
fl
0: w
10.4
7
LL
o
2
0.0( w
0 IL
PROJ. NO.: 1002
Di1AWN sr- RC
DATE: 01/16114
SHEET:
C5,9

30.00
SECTION G -G
m 2000 .-$
. $ _� - ..
m
MATCH
coin IL?'s aYi�
p ltf .t min
EXISTING.
1-
ffiIr afi� rim
r r n µ�ylw ffiIr ;OO
GRADE rir
d
10.00
0.00
EXISTING
m w a.
tl
STA: 144 +00.00 (SECTION H -H SEE SHEET C4.107)
- - 71.(Y
TED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 10.0' 23.0' 12.0'
2.0'
I
M 20.00
IT
a
O
Z 10.00
0 -00
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30AD
30 30.D0
20 m 20.00
r
STA: 152 +00.00 (SECTION H -H SEE SHEET C4.108)
. $ _� - ..
EXISTING r-
PROPOSED _j
coin IL?'s aYi�
p ltf .t min
plr aR
C"7io N
ffiIr afi� rim
r r n µ�ylw ffiIr ;OO
W
ROCK ROAD
m 6 m ,jjc6 roam CIO
0.00
EXISTING
m w a.
tl
(FUTURE)
aanansED�1
-30.00
- 20,017
-10.00 0.04
$8
10.40
AS -BUILT LIDAR
coin
m w
Win
-
10
RECONSTRUCTION
IN
ql,r
(91N
M
GRADES
(dim
r-ln
adlw
w'35
PROPOSED
I
M 20.00
IT
a
O
Z 10.00
0 -00
AS -BUILT LIDAR
PRECONSTRUCTION
GRADES
30AD
30 30.D0
20 m 20.00
r
STA: 152 +00.00 (SECTION H -H SEE SHEET C4.108)
J IA: 1401UV.VU koc%. 11VIY 1-1 -I1 .'ACC ancc1 W. IV 1)
16.0' 71.0"
SECTION G -G RE OCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 10.0' 230' 12.0'
WLLJ
EXISTING w N 11
w
MATCH EXISTING . j D GRADE LL LL
GRADE W ,,, ly $ $ $ $ o, W v W
�Q iL
� T T •..
��� % `�`�'` % PROPOSED yl
PROP05ED ` 111 iff
TO OF BERM MATCH
ROCK ROAD `t L EXIST.
FUTURE GRADE
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 50.00
. $ _� - ..
EXISTING r-
MIN
coin IL?'s aYi�
p ltf .t min
plr aR
C"7io N
ffiIr afi� rim
r r n µ�ylw ffiIr ;OO
W
op co 0 to �
m 6 m ,jjc6 roam CIO
� w =IC6
EXISTING
m w a.
tl
GRADE w W m '�
GRADE LL w w
�'
0
J
1im
$8
S8
0
Z 10.00
GRADE
-
.[ti- w.er
- -
10
-
- - -
M
_ ..,,,........,.......
c) LIJ
c
PROPOSED
MATCH EXISTING JI PROPOSED
SCALE 11" X 17"
'" 70P OF BERM MATCH
�� ��� PROPOSED FILL
GRADE ROCK ROAD
PROPOSED CUT
3
EXIST,
A
FUTURE
WATER SURFACE
Z
GRADE
O.00
O
-30.00 -20-00 -10.00 0,00
10.00 20.00
30.00 40.00 50.00 60.00 70.00 80.00
PRE- CONSTRUCTION
AS -BUILT LIDAR
FRECONSTRUCTION
PRO�IER
m' 4,n m -1111 i�
�Im 1[7 � w ffi ev n a P
co; 1dio im io
,6 16 �?I6 ffii16
0I.�.�lo�i�
GRADES
�'�.ffi�m wim
6!� "'i°i�i min
Qo
ff
AS -BUILT SPOT GRADES (FOR ROAD BASE)
LL
O
PROPOSED J
2
~ w
0 IZ
PROJ. NO.: 1002
MA
TOP O
MATCH
MATCH EXISTING
J PROPOSED
f
TOP OF BERM
..
EXIST.
GRADE
ROCK
ROAD
EXI
nyw
GRADE
or 0.00
AS -BUILT LI DA
(FUTURE)
_
-
GR
20.00 30.00 40410 50.00 50.00 70.00 WOO
-30.00
a'
-20.00
u�
- 10..00 CAD
P n
10.00
Njw rn
20-00
t,1i, 0
30.00
g4
40.00
ar
50.00 60.00 70.00 80.00
[A w H
o m 'spin N
'm
r-- ffiIq m -
`
L6 05 cl 06 .0
O ro
°
j. n
co
GRADES
]m
J IA: 1401UV.VU koc%. 11VIY 1-1 -I1 .'ACC ancc1 W. IV 1)
16.0' 71.0"
SECTION G -G RE OCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 10.0' 230' 12.0'
WLLJ
EXISTING w N 11
w
MATCH EXISTING . j D GRADE LL LL
GRADE W ,,, ly $ $ $ $ o, W v W
�Q iL
� T T •..
��� % `�`�'` % PROPOSED yl
PROP05ED ` 111 iff
TO OF BERM MATCH
ROCK ROAD `t L EXIST.
FUTURE GRADE
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 50.00
3c 30.00
2C m rn 20.00
m
n
1
0
10 10.00
0.' 0.00
STA: 148 +00.00 (SECTION H -H SEE SHEET C4.108) 30
.. 71:0'.
G -G RE OCAT €D 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26 -0' 10.0' 23.0' 12.0°
-20r
m 20.00
. $ _� - ..
I+0
MIN
coin IL?'s aYi�
p ltf .t min
plr aR
C"7io N
ffiIr afi� rim
r r n µ�ylw ffiIr ;OO
p�
r Dim n7�ja?
op co 0 to �
Coles Ln
m 6 m ,jjc6 roam CIO
� w =IC6
3c 30.00
2C m rn 20.00
m
n
1
0
10 10.00
0.' 0.00
STA: 148 +00.00 (SECTION H -H SEE SHEET C4.108) 30
.. 71:0'.
G -G RE OCAT €D 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26 -0' 10.0' 23.0' 12.0°
-20r
m 20.00
. $ _� - ..
-10.00
0.00
-. .�$ _
21:
C
AS -BUILT �Rc
�
O
F-
r �
EXISTING w y
ca al
H1
0
mr U
m w a.
tl
Z
QJ O
GRADE LL w w
lm cnry
0
J
1im
$8
S8
0
Z 10.00
o n"
-
.[ti- w.er
- -
10
-
- - -
....- ,,...- ......
_ ..,,,........,.......
c) LIJ
c
PROPOSED
MATCH EXISTING JI PROPOSED
SCALE 11" X 17"
'" 70P OF BERM MATCH
�� ��� PROPOSED FILL
GRADE ROCK ROAD
PROPOSED CUT
3
EXIST,
AS -BUILT
FUTURE
WATER SURFACE
22" X 34"
GRADE
O.00
O
-30.00 -20-00 -10.00 0,00
10.00 20.00
30.00 40.00 50.00 60.00 70.00 80.00
PRE- CONSTRUCTION
AS -BUILT LIDAR
FRECONSTRUCTION
i�i it min
m' 4,n m -1111 i�
�Im 1[7 � w ffi ev n a P
co; 1dio im io
,6 16 �?I6 ffii16
0I.�.�lo�i�
GRADES
�'�.ffi�m wim
6!� "'i°i�i min
Qo
ff
f 30.00
m 20.00
m
a
O
Z 10.00
0.00
0
m
wW
0 W
MATCH EXISTING-j PROPOSED
GRADE ROCK ROAD
(FUTURE'.
il IM. IMVTVV.VV kdml IR/IN M-M occ On= 4 .IUO)
71.0'
G -G RE OCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE) - --
26.0' 10.0' 23.0' 12.0' -
a.
2.0' -
e�5 � c
EXISTING
GRADE LL LL w.
PROPOSED
TOP OF BERM MATCH
EXIST.
GRADE
3c
2C
10
0.1
m�
�1
LL
a W -
MATCH EXISTING Y PROPOSED
GRADE ROCK ROAD
(FUTURE'
cl I A: IU,+TVV.VU [ack., 1 RAY 11-11 JCC onca 1 1..4. IU01
71.0'
G -G R€ OCATED 21 SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26.0' 1Off 23.0' 12.0'
2.0'
Lu
w EXISTING
EL GRADE lit o m
PROPOSED MATCH
0//_ TOP OF BERM EXIST.
GRADE
-30.D0 -20.D0 -10.00 0.00 10.00
AS -BUILT LIDAR njo OR'� ma1 o
PREC NSTRUCTIGN 610 0 M a0106 ro 6
AS- BUILTS
30.
N
G�
20. n (D
a a
a
Q'
10'
3
D.D
30. al€�
10! I ol�
O.a
2000 . 30.00 40.00
C4 1;]l a1 col-
(p n aam ON
w Mir+ �iw
-30.00 -2000
-10.00
0.00
10.00 20.00 30.00
40.00
50.00 60.00 70.00 80.00
AS -BUILT �Rc
�
O
F-
r �
ca al
H1
0
mr U
m
Z
QJ O
lm cnry
a;lw
,�;Im nllcd
,ticd
ajl
L
m 7
GRAD
-
-
-
- - -
c) LIJ
c
ALIGNMENT = NORTH PL
SCALE 11" X 17"
= 1"= 20'H
�� ��� PROPOSED FILL
Ulm
PROPOSED CUT
3
1 24'V
" =
AS -BUILT
M
WATER SURFACE
22" X 34"
= 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
_
1" _ V
PRE- CONSTRUCTION
COLLECTED IN FIELD)
D:
° LLI
EXISTING GRADE
ff
AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS- BUILTS
30.
N
G�
20. n (D
a a
a
Q'
10'
3
D.D
30. al€�
10! I ol�
O.a
2000 . 30.00 40.00
C4 1;]l a1 col-
(p n aam ON
w Mir+ �iw
50.00 60.00 70-DO 80.D0
04. IV N '�T' Ib 6DIr]
",rim m In m pl:,n
a Q r, r 0 CO 4C6
Z
z
Z
-S fv
M }
F-
r �
0
mr U
Z
QJ O
LL
LL
t1 /
L
m 7
0
c) LIJ
c
N 0
V
J
�0 LIJ
D:
° LLI
LL
O
2
~ w
0 IZ
PROJ. NO.: 1002
DRAWN sr: RC
IEV. No. DATE DESCRIPTION DATE: 01/18114
SHEET:
C5.1 0

30.00
M 2D.00
C
1
0
Z 1D.DO
0. DO
AS -BUILT LIDAR
STA: 13 +00.00 (SECTION 1 -1 SEE SHEET C4.78)
71.6° PEELE
12.6" 24.0' 5,0' 30.0' ROAD
8g Sg
8
MATCH : : d 7
EXISTING GRADE EXISTING
�W Nw g g g g GRADE CL
a ❑ w
PROPOSED o. MATCH
TOP OF BERM ... : �� EXISTING RADE
PROPOSED
- 100.OD •90.00 -
-80.00 •
•70.00 -
- 60.00 - 50.00 -
- 40.00 -
- _
- 2_0.00 -
-10.00 0,00 1
10.00
prMp G�1� N
[•- �o s
sns a o
o m o
o n
_3_0.06 -
n N
N yr u7 w
pj r
-12 t
trl' D
�Sl a
4 J
30.00
20.00
10.00
0.00
STA: 20 +00.00 (SECTION 1 -1 SEE SHEET 04.88)
30.00 71.0' pEELL 30.00
12,0' 24,0' 5.0' 300 ROAD
rral 20.00 MATCH r n N - W- - 20.00 0 cL
m EXISTING GRADE w w T a p J EXISTING z
y w w 8 g 0C GRADE
LL
..........� LL w o 8 MATCH 0.
O EXISTING GRADE
u ...........� ...s..... ... .--- - 10.00
� 10.00 9. -..__. . -.--.� .. - - r -•
w � m
PROPOSED
TOP OF BERM
PROPOSED
0.00 IT H TT -
- 100.00 -90.00 -80.00 -70.00 50.00 -50.00 -40.00 -30.QO -20.DO -10.00 0.00 10.60
PREBUILT LIDAR
PRE N TRUCTION
GRADES
SECTION I I SEE SHEET C4 88
`pn rNS;�m miry mn c�.I� °o'v
gjloe djlT W:v Ni0 N • p -m �jiR V ao CCI(a p:C+ C O
STA: 14 +00.00 ( ) STA: 22 +00.00 ( }
- 30.DO - - - - 30.00 30.00 - -
71.0' PEELE 71.0' PEELE
12.9 24.0' 5.0' 30.0' ROAD 12,0' 24,0' 5.0' 30A' ROAD
$$ gg
M 2D.00 MATCH " n $. g W 2D.W 20.00 MATCH n y d
§ O q u� N g g a EXISTING e EXISTING GRADE w w EXISTING IZ
n o
m EXISTING GRADE h N } ��
- -- LL w $ GRADE _ D� `o w H J g g g g /� GRADE J
O a p D r �! . // a
0.00
30.00
20.00
v'sm Sg
F
c 10.00 ... .- .............._-..Y�... -^. ^� .....". -..,7 - - ,%r- - �.,�..T- _ ................ .....- - 10.00 � 10.00 ... <r... - --- .. • -y.Y., -10.00
y PROPOSED
MATCH PROPOSED MATCii
TOP OF BERM �a " ' EXISTING RADE TOP OF BERM EXISTIN GRADE
3 PROPOSED PROPOSED
0.00 0.00 0.00 0.00
j - 100.6D -90.00 -80.00 -70.00 450.00 -50.00 -40.00 -30.00 -20.00 - 10.00 0.00 10.00 -100.00 -90�.0D -80,0D -70.00 $0.00 -50.00 -40,00 30.00 -20�.00 -10.00 0.00 10,00
i AS -BUILT LIDAR ra r ca .r m ^ �;a' o Mao op. N cv N �Im r AS -BUILT LIDAR ��.- to ��N rn ��8 10 r Iw N m c
m ^ OED r w ua ^ ar ^ ko r l r• arl cviN m a ^ rn v, m o7 Io so a w u1 ao eye
PREC GRRADES Tt ga�w�Q.w r 6 r �;lo ,rim v d m 9 p [7 a PREC GRADES TK1N 6i�16 �� Ci� ® r 4s�d7 G 'C G bC v C G O o
STA: 16 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 24 +00.00 (SECTION 1 -1 SEE SHEET C4.88)
30.00
m 20.60
m
m
n
1
D
- 100.00 -90,00 -80.00 -70.00 -80.00 -50,00 X0.00 -30.00 -20.00 -10.00 0.00 10.00 - 100.00 -90.00 - 80.00 -70.00 -80,00 -50.00 -00.00 -30.06 -20.00 -i0.aa 0.00 10.00
AS -BUILT LIDAR gala 0 ItiI r c°0C w M c^gIw ' ^ rI u`ily ° W
'PREC N TRUCTI ��� n °' co
6j di alb m mI N N �jla �jiai ai � 4 a a �rt
GRADES _� -�. -1 � � � L AJJ
9 f STA: 18 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 26 +00.00 (SECTION 1 -1 SEE SHEET 04.88)
36.00 - - PEELE 36.06 30.00 36.60
719°
12.0" 24.0' S.0" 30,0' ROAD
M 26.60 ?..g WI W 20.60
MATCH u n
C EXISTING GRADE h w J 9° EXISTING O. 1
i 0
L"
w w J S g g GRADE
EL
....
- n -
Z 16.60 - ._....-' -... .....� .. __F.� �. -_ -- _. •-:... _., -",..- 10.00
j _ _�
PROPOSED MATCH
TOP OF BERM :. i .. ..........: EXISTING RADE
PROPOSED
30.00 3090
2000 . m 20..00
r
m
n
O
10.00 z 10.00
D DO 0 00
71.0' PEEL
12.0' 24.0' s a 30.0, ROAD
MATCH n n n n .S..e._ - Ir -Lfl
EXISTING GRADE w ueai EXISTING 0- r
w w. w. J 8 GRADE
R.
a.
PROPOSED �. , ��
MATCH
....... EXIST N GRADE
TOP OF BERM
PROPOSED
DITCH QOTTOM
30.00 Z U
z
S v
M }
c4 Z
m
20.00 "' r- 0 L)
Z QO
LL
O
16.00 W V l
In 7
0
000
AS -BUILT LIDAR
PRE. N TRU TI N
GRADES
I a n a o1 o n � .n �i�
6�fimo rn:v " afro n� �.m �� m .n
6ii�' W'_D C1Io Oil +Yj� a ° as
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
`pn rNS;�m miry mn c�.I� °o'v
gjloe djlT W:v Ni0 N • p -m �jiR V ao CCI(a p:C+ C O
STA: 14 +00.00 ( ) STA: 22 +00.00 ( }
- 30.DO - - - - 30.00 30.00 - -
71.0' PEELE 71.0' PEELE
12.9 24.0' 5.0' 30.0' ROAD 12,0' 24,0' 5.0' 30A' ROAD
$$ gg
M 2D.00 MATCH " n $. g W 2D.W 20.00 MATCH n y d
§ O q u� N g g a EXISTING e EXISTING GRADE w w EXISTING IZ
n o
m EXISTING GRADE h N } ��
- -- LL w $ GRADE _ D� `o w H J g g g g /� GRADE J
O a p D r �! . // a
0.00
30.00
20.00
v'sm Sg
F
c 10.00 ... .- .............._-..Y�... -^. ^� .....". -..,7 - - ,%r- - �.,�..T- _ ................ .....- - 10.00 � 10.00 ... <r... - --- .. • -y.Y., -10.00
y PROPOSED
MATCH PROPOSED MATCii
TOP OF BERM �a " ' EXISTING RADE TOP OF BERM EXISTIN GRADE
3 PROPOSED PROPOSED
0.00 0.00 0.00 0.00
j - 100.6D -90.00 -80.00 -70.00 450.00 -50.00 -40.00 -30.00 -20.00 - 10.00 0.00 10.00 -100.00 -90�.0D -80,0D -70.00 $0.00 -50.00 -40,00 30.00 -20�.00 -10.00 0.00 10,00
i AS -BUILT LIDAR ra r ca .r m ^ �;a' o Mao op. N cv N �Im r AS -BUILT LIDAR ��.- to ��N rn ��8 10 r Iw N m c
m ^ OED r w ua ^ ar ^ ko r l r• arl cviN m a ^ rn v, m o7 Io so a w u1 ao eye
PREC GRRADES Tt ga�w�Q.w r 6 r �;lo ,rim v d m 9 p [7 a PREC GRADES TK1N 6i�16 �� Ci� ® r 4s�d7 G 'C G bC v C G O o
STA: 16 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 24 +00.00 (SECTION 1 -1 SEE SHEET C4.88)
30.00
m 20.60
m
m
n
1
D
- 100.00 -90,00 -80.00 -70.00 -80.00 -50,00 X0.00 -30.00 -20.00 -10.00 0.00 10.00 - 100.00 -90.00 - 80.00 -70.00 -80,00 -50.00 -00.00 -30.06 -20.00 -i0.aa 0.00 10.00
AS -BUILT LIDAR gala 0 ItiI r c°0C w M c^gIw ' ^ rI u`ily ° W
'PREC N TRUCTI ��� n °' co
6j di alb m mI N N �jla �jiai ai � 4 a a �rt
GRADES _� -�. -1 � � � L AJJ
9 f STA: 18 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 26 +00.00 (SECTION 1 -1 SEE SHEET 04.88)
36.00 - - PEELE 36.06 30.00 36.60
719°
12.0" 24.0' S.0" 30,0' ROAD
M 26.60 ?..g WI W 20.60
MATCH u n
C EXISTING GRADE h w J 9° EXISTING O. 1
i 0
L"
w w J S g g GRADE
EL
....
- n -
Z 16.60 - ._....-' -... .....� .. __F.� �. -_ -- _. •-:... _., -",..- 10.00
j _ _�
PROPOSED MATCH
TOP OF BERM :. i .. ..........: EXISTING RADE
PROPOSED
30.00 3090
2000 . m 20..00
r
m
n
O
10.00 z 10.00
D DO 0 00
71.0' PEEL
12.0' 24.0' s a 30.0, ROAD
MATCH n n n n .S..e._ - Ir -Lfl
EXISTING GRADE w ueai EXISTING 0- r
w w. w. J 8 GRADE
R.
a.
PROPOSED �. , ��
MATCH
....... EXIST N GRADE
TOP OF BERM
PROPOSED
DITCH QOTTOM
30.00 Z U
z
S v
M }
c4 Z
m
20.00 "' r- 0 L)
Z QO
LL
O
16.00 W V l
In 7
0
000
AS -BUILT LIDAR
PRE. N TRU TI N
GRADES
I a n a o1 o n � .n �i�
6�fimo rn:v " afro n� �.m �� m .n
6ii�' W'_D C1Io Oil +Yj� a ° as
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
STA: 14 +00.00 ( ) STA: 22 +00.00 ( }
- 30.DO - - - - 30.00 30.00 - -
71.0' PEELE 71.0' PEELE
12.9 24.0' 5.0' 30.0' ROAD 12,0' 24,0' 5.0' 30A' ROAD
$$ gg
M 2D.00 MATCH " n $. g W 2D.W 20.00 MATCH n y d
§ O q u� N g g a EXISTING e EXISTING GRADE w w EXISTING IZ
n o
m EXISTING GRADE h N } ��
- -- LL w $ GRADE _ D� `o w H J g g g g /� GRADE J
O a p D r �! . // a
0.00
30.00
20.00
v'sm Sg
F
c 10.00 ... .- .............._-..Y�... -^. ^� .....". -..,7 - - ,%r- - �.,�..T- _ ................ .....- - 10.00 � 10.00 ... <r... - --- .. • -y.Y., -10.00
y PROPOSED
MATCH PROPOSED MATCii
TOP OF BERM �a " ' EXISTING RADE TOP OF BERM EXISTIN GRADE
3 PROPOSED PROPOSED
0.00 0.00 0.00 0.00
j - 100.6D -90.00 -80.00 -70.00 450.00 -50.00 -40.00 -30.00 -20.00 - 10.00 0.00 10.00 -100.00 -90�.0D -80,0D -70.00 $0.00 -50.00 -40,00 30.00 -20�.00 -10.00 0.00 10,00
i AS -BUILT LIDAR ra r ca .r m ^ �;a' o Mao op. N cv N �Im r AS -BUILT LIDAR ��.- to ��N rn ��8 10 r Iw N m c
m ^ OED r w ua ^ ar ^ ko r l r• arl cviN m a ^ rn v, m o7 Io so a w u1 ao eye
PREC GRRADES Tt ga�w�Q.w r 6 r �;lo ,rim v d m 9 p [7 a PREC GRADES TK1N 6i�16 �� Ci� ® r 4s�d7 G 'C G bC v C G O o
STA: 16 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 24 +00.00 (SECTION 1 -1 SEE SHEET C4.88)
30.00
m 20.60
m
m
n
1
D
- 100.00 -90,00 -80.00 -70.00 -80.00 -50,00 X0.00 -30.00 -20.00 -10.00 0.00 10.00 - 100.00 -90.00 - 80.00 -70.00 -80,00 -50.00 -00.00 -30.06 -20.00 -i0.aa 0.00 10.00
AS -BUILT LIDAR gala 0 ItiI r c°0C w M c^gIw ' ^ rI u`ily ° W
'PREC N TRUCTI ��� n °' co
6j di alb m mI N N �jla �jiai ai � 4 a a �rt
GRADES _� -�. -1 � � � L AJJ
9 f STA: 18 +00.00 (SECTION 1 -1 SEE SHEET C4.78) STA: 26 +00.00 (SECTION 1 -1 SEE SHEET 04.88)
36.00 - - PEELE 36.06 30.00 36.60
719°
12.0" 24.0' S.0" 30,0' ROAD
M 26.60 ?..g WI W 20.60
MATCH u n
C EXISTING GRADE h w J 9° EXISTING O. 1
i 0
L"
w w J S g g GRADE
EL
....
- n -
Z 16.60 - ._....-' -... .....� .. __F.� �. -_ -- _. •-:... _., -",..- 10.00
j _ _�
PROPOSED MATCH
TOP OF BERM :. i .. ..........: EXISTING RADE
PROPOSED
30.00 3090
2000 . m 20..00
r
m
n
O
10.00 z 10.00
D DO 0 00
71.0' PEEL
12.0' 24.0' s a 30.0, ROAD
MATCH n n n n .S..e._ - Ir -Lfl
EXISTING GRADE w ueai EXISTING 0- r
w w. w. J 8 GRADE
R.
a.
PROPOSED �. , ��
MATCH
....... EXIST N GRADE
TOP OF BERM
PROPOSED
DITCH QOTTOM
30.00 Z U
z
S v
M }
c4 Z
m
20.00 "' r- 0 L)
Z QO
LL
O
16.00 W V l
In 7
0
000
AS -BUILT LIDAR
PRE. N TRU TI N
GRADES
I a n a o1 o n � .n �i�
6�fimo rn:v " afro n� �.m �� m .n
6ii�' W'_D C1Io Oil +Yj� a ° as
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
30.00 Z U
z
S v
M }
c4 Z
m
20.00 "' r- 0 L)
Z QO
LL
O
16.00 W V l
In 7
0
000
AS -BUILT LIDAR
PRE. N TRU TI N
GRADES
I a n a o1 o n � .n �i�
6�fimo rn:v " afro n� �.m �� m .n
6ii�' W'_D C1Io Oil +Yj� a ° as
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
AS -BUILT LIDAR
PRE. N TRU TI N
GRADES
I a n a o1 o n � .n �i�
6�fimo rn:v " afro n� �.m �� m .n
6ii�' W'_D C1Io Oil +Yj� a ° as
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
71.o PEELE [I) 0
12.0' 24.0' S.U' 30.0' ROAD N
$g 88 F ca LrryL
m 20.OD MATCH � - � .. Lu 20.00 J
�� . . Y.° 0.
C EXISTING GRADE ta j m. EXISTING O w
ow a� �r� LL $$ $g GRADE
10.00 __ _ _ ' _... .,..,:. -.- .., .,,,.,.,.,........w4..,.�...,,. O.DO
_ 1 �� W
.::�,' . -.. ��.� PROPOSED MATCH LL
f TOP OF BERM EXISTING RAPE
jl -- PROPOSED W
DITCH QTT n [i
? 0.00 O.OD 0.00
- 100.OD -90.00 -50.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.DO 10.00
AS -BUILT LIDAR AS -BUILT LIDAR
PRECONSTRUCTION PRECDNSTRUCTI6N
GRADES GRADES
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
�I�
WIC
N r
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H PROPOSED FILL / / ✓ / / /�/ PROPOSED CUT
3 1 . _ 20' -` AS -BUILT Y WATER SURFACE
22" X 34 " 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r PRE- CONSTRUCTION COLLECTED IN FIELD)
al 1" = 1 EXISTING GRADE (ff)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
- 90.00 -80.00 -70.00 _60.00 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 0.09 - IZ
Q N 3a iL. N 901 N :�➢ GIB CD r. go
PROJ.NO.: 1002
mAWNar -- RC.
AS- B U I LTS
DATE: 01116114
SHEET:
05.11
AS- B U I LTS
DATE: 01116114
SHEET:
05.11

30 -00
M 20 -00
m
a
O
Z 1P -OP
12.0
8g 8g
MATCH
EXISTING GRADE m m
4
PROPOSED
TOP OF BERM
STA: 28 +00.00 (SECTION 1 -1 SEE SHEET C4.88)
71.:0'
W
rceLe
24,0'
5.0'
30.0' ROAD
PEELE
ROAD
30.0•
Hg
/ / ✓ / / /�/
�
�
e
-` AS -BUILT
Y
J
EXISTING 0
on 8
8
GRADE a
Ik W p
$
PRE - CONSTRUCTION
a
Z
EXISTING GRADE
w
MATCH
EXISTING
EXISTING RADE
U
OPOSED
W J
121TQH TT M
30.00 30.00
20 -00 M 20.00
m
n
1
O
10.00 Z 10.00
O.QO D.PO
STA: 36 +00.00 (SECTION 1 -1 SEE SHEET C4.97)
- -- 12.6
8 $
W
24.0'
71.0'
SO
o C�VIm n o
�o p0
PEELE
ROAD
30.0•
'r
/ / ✓ / / /�/
8
}
-` AS -BUILT
Y
ui
r �
MATCH
n
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" = 1
PRE - CONSTRUCTION
a
Z
EXISTING GRADE
w
9 Q
EXISTING
D
U
W J
g 8
GRADE
a
QO
W
O
�
D
PROPOSED
MATCH
TOP OF BERM
10.00
EXISTING BADE
WV
)
PROPOSED
z
IT H 9=QM
0.00
3o.DP �
a
20.aP o a
a
a
10.00
n�
v'sm 8$
0 -00 0.00 �a I
- 100.00 - 90.00 -80.00 -70.00 -60.00 - 50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 - 100.00 -90.00 -80.00 -70.00 -60.00 -50.00 40.00 -30.00 -20.00 -10.00 0.00 1x.00 .g fi
AS- BUILT LIDAR
PRECONSTRUCTION
GRADES
OU n 'm n6! CCNI r m O? co P
�;
O rn 010 % N
cy1a V � = ID � m V
I I
W
AS -BUILT LIDAR m c
N x
GRA6E8
gym- -LLB y
SECTION 1 -1 SEE SHEET C4.97 SECTION 1 -1 SEE SHEET 04.97 $ E
STA: 3D +00.00 ( ) STA: 3ES +OD.UO t a LL i
s6.66 - 71.OP PEELE 30.00 30.00 - -- 710 PEELE
30.66
12.0' 24.0' 5.0' 30.0'. ROAD 12.0' 24.0' 5.0' 30.0' ROAD
m 20.00 - MATCH .. w. -ry +� o lu
lu Z 20.00 20.00 -MATCH S A Z. -. 20.00
m EXISTING GRADE w a. EXISTING Q J m EXISTING GRADE n w T O J EXISTING '
y w' LLw m j 8 8 GRADE d. y w LL w 8 8 MATCH �- GRADE
LL
0 a o LLw m g c g O a o LLw 8: 8 EXISTING GRADE c
- -
S Z 10.00 - - - .�', /jam% ! - - _ 10.00 z 16:00 - ` - - - - - rte.. _ • -.- -- -10.00 Imo,
i-
--- - -__ -- EXISTING RRDE w
y PROPOSED PROPOSED
TOP OF BERM TOP OF BERM
1 PROPOSED _ PROPOSED
0.00 0.00 0.00 - H SOTTO .0.00
- 106.00 -90.00 -80.00 - 70.00 -60.00 -50.00 -40.00 -30.00 20.00 10.00 0,00 10.00 _19 90 00 - 8_0.00 - 7_0.00 -50.00 - 50.00 -40.00 -30.00 -20 -00 -10.00 10,00
i AS -BUILT LIDAR m n p r) ro'v r`w�ey o �In h as'b n'rn AS-BUILT LIDAR cp n w ra n m_ dry n u7� Gs N;N ro rov
PRECONSTRUCTION co W n.. ir-I e}la ry g g CSI NIO pRECONSTRBCTKIN r C o
C? n (V w� alp cow m _ N w N w cnl�
Ogi cein ro r_ r' di= �iP of +fl^ aR -^ mm opo o r �^ ©^ mm �6 mI.S v v
GRADES _ I _ I � ^ _ _I GRADES
i
STA: 32 +00.00 (SECTION 1 -1 SEE SHEET 04.97) STA: 40 +00,00 (SECTION 1 -1 SEE SHEET C4.101)
30.00
m 20 -0
pjrn qoa
poi
� C�CI'� co m �
CVI� �io per
a �
o C�VIm n o
�o p0
pP
m
m
C
n
O
Z 10.06
o.0a
7.00 30.00
0.00 m 20.00
r,
m
C
n
D
).00 Z 10.00
00 0.00
30.d0
Z �
U
Z
ALIGNMENT = PEELE RD.
-S fv
SCALE 11" X 17" = 1 - 20 H
�� PROPOSED FILL
/ / ✓ / / /�/
M
}
-` AS -BUILT
Y
WATER SURFACE
r �
F-
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" = 1
PRE - CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
$-�
AS- BUILT SPOT GRADES (FOR ROAD BASE)
20.00
U
Z
QO
�
D
10.00
WV
)
m
z
0.00
L_0
r
- 700.00 -90.00 -80.DO -70.00 -80.00 -50.00 -40.00 -30.00 - 2_0.00 -10.00 0.00 10 00 - 100.00 -90.06 -80.00 -70.00 -80.00 -50.00 -00.00 -30.00 -20.00 -10.00 0.00 10.00 _
AS -BUILT LIDAR o apIa v� AS -BUILT LIDAR {�
,C�r, plIra a @ h r a) W
PRE GRADES TI t, '�i° 4ii° 66 f+i rn rlr 6+i� ° � ° c7 ° C ° a PRE. GRADES
I U)
T VJ
a STA: 34 +00.00 (SECTION 1 -1 SEE SHEET C4.97) STA; 42+00.00 (SECTION 1 -1 SEE SHEET C4.101)
34.00. 71.0' PEELE 30.00 30.00 - 71.0` PEELE 30•� cn
12.0' 24.0` 5.0` 30.0` ROAD 12.0' 24.0' 5.0' .30.0' - ROAD
M 20.D0 - -$ 8 W Z 20 00 m 20.00 " $ g L�tl W 20.00 J
MATCH n. . a d Z r MATCH n n n n 8 Z
C EXISTING GRADE ' w F : EXISTING D EXISTING GRADE h w w �� - EXISTING 0
m 8 S GRADE 0- p " w " w 8 8 GRADE a
o w o w LLw g 8 0 © o g m g
D
10.00- - _ - -, - - -- - - - 90.00 10.00 - - - - 10.00
5
PROPOSED / MATCH PROPOSED _ `� MATCH O LL
TOP OF BERM EXISTING RADE TOP OF BERM EXISTING RADE _
PROPOSED PROPOSED ^ W
s
luilgti 0.00 0.00 0.00 0.00 �- O
- 100.00 -90.00 -80.00 - 70..00 -60.00 - 5_0_.00 -40.00 - 3_0.00 - 2_0.00 -10.00 D.DD 10 -00 - 100.00 -90-OD -80.00 - 70.00 -60-OD -50.00 110.00 -30.00 - 20.00 -10.00 0.00 10.00
AS -BUILT LIDAR n m n n n Im eoir ors AS -BUILT LIDAR
F� o �N Cluj i�l� oP cry
RE N RUC TIO N o -ti p Q; N o ellw c� c o o f? o PRECONSTRW TI N
GRADES rn rn r _ I_ ai _ IcEr vi�v GRADES
aIv m� o cn+s� svm dill° SIN °LIn cols �m
n'° �° �°- � vir mo_ �o
ao^
rM
�o
_
ALIGNMENT = PEELE RD.
SCALE 11" X 17" = 1 - 20 H
�� PROPOSED FILL
/ / ✓ / / /�/
PROPOSED CUT
3 1 _ 20'
-` AS -BUILT
Y
WATER SURFACE
22" X 34 "' = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" = 1
PRE - CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
$-�
AS- BUILT SPOT GRADES (FOR ROAD BASE)
aIv m� o cn+s� svm dill° SIN °LIn cols �m
n'° �° �°- � vir mo_ �o
ao^
rM
�o
u1 c u7
011 Qi sa Qylo r c7 �I� �I� iCi� lq')4i Q - -�
N
AS- B U I LTS
�m
GATE: 01118/14
SHEET: 2
C
o°
_
PRa- rya.: 1002
OiiAWN(3Y: RC.

3a.D1 STA: 44 +00.00 (SECTION 1 -1 SEE SHEET 04.101) Ov
71.1 L�
12.0' 24.1' 5.17 30.D' ROAD
g
M 20.01 MATCH ry 8 g w Z 2090
C EXISTING GRADE w w EXISTING 0
-ni o f o W T w GRADE g
w $
LL �
a
10.01 ..- _.- .:...........b..} -- -1:- -- -. _ . !� � -.�j� /T r.,, �._ 1D.D0
PROPOSED MATCH
TOP OF BERM EXISTING RADE
PROPOSED
090 DITCH §Q=OM 0.01
- 100.D0 - 9_0.00 -80.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10..00
AS -B�LIDAR PRECO 46 0, 6 2 o
_.. r
STA: 46+00.00 (SECTION 1 -1 SEE SHEET C4.101)
30.00 - 71.0' _PEELE__ 30.00
120 24 -V 5.0' 3fl.o ROAD
g8 g8
m 2000 w 20.00
c MATCH
§ m EXISTING GRADE
] § Y .
w Y 1 • g g ...........: v .
_....._,.•-
IL
t �.0
EXISTING a
GRADE
..
.�
- -.- .... ...:.- ^Z 1000 - .
. 10.00
. - MATCH
PRO .POSED EXISTING GRA PROPOSED
TOP OF BERM
NITQw QTTQLA
0.00
71.0'
0
-4U.UU -
12.0' 24.0'
0.00
3 - 100.00
-90.DO
-8D.00
-7D.D0 -6D DO
5D.00
-4D.00 31.00 -20.00 -1D.00 0.00 1000
PROPOSED
i AS -BUILT LIDAR
PRECONSTRUCTIDN
C41
Q'm
a
da:m
'o
a11�
m
t7i_
.ry aspe
Oi4
C4 c+i1a
dw
gl} *
1a
al-
p�7- �p v fy ptm yy--
4� O M rn C7 -rr
i6 i Ci16 c -
Ifl1 d,Q'
�� v a
GRADES
a r
TOP OF BERM
LL
=s^
-.
••PftOPOS�D
EXISTIN
i
co .
.n;n z
2
a 0
� Ln 11
rRa. a1).: 1002
0.00
- nl
a
-' -
STA: 49 +00.00
(SECTION 1 -1 SEE SHEET C4.101)
30.OD
GRADES r
71.0'
PEELE - .30.00
DITCH POTTOM
0.00
12A'
24.0'
-50.00
5.0'
30.0'
ROAD
10.00
0
S
g 8 g
�_�.r
m 20.01
c; ai
en �10 m1 °
c71. v+ p) 4' N o N
�
O o
r
�_ W
�7.-
8$
w
2
20.00
C
_s _��
MATCH
EXISTING GRADE
y
J
q°
d
EXISTING O
STA: 54 +00.00
(SECTION 1 -1 SEE SHEET C4.105)
O
O w
71.0 PEELE
w
12.0'
GRADE C EL
5,V
0
ROAD
8g Sg
EXISTING G
m 20.00 .•
10.01
-
.
PROPOSED
_
......
EXISTING GRADE J
.Y
'
. -
D.DO
0.00
0 a.
J
TOP OF BERM
.......
PROPOSED
0.00
100.00
-90.00
-80.00
-70.00 -60.00
- 50.00
-40.00 -30.00 - 20.00 -10.00 0A0,
10.00
AS -BUILT LIDAR
PRECONSTRM1ICTION
011
o v -
A'n
rim
rn so �?
N a tv',°
.n'a
OI
s•.o c,'i rn. Q cs n
ol. of
ry w�
o a
GRADESla
o'm
-�
ID .m
7000
f
s
STA: 50 +00.00
(SECTION 1 -1 SEE SHEET C4.101)
Do
30
r 20.00
m
1
0
Z 10.00
20.00
70.00
I
STA: 52 +00.00 (SECTION 1 -1 SEE SHEET 04.105) w
30.00 71 0' - PEELE 30.00 G
r - -
-- -- - - - - -- 12.0' 24.0' S.D' 30.fY ROAD g
C
___ _____.f ------ - ___._..
w
m 20.00 MATCH $ 8 8 Ld .� 20.00 a
---
m w i EXISTING a a
_ EXISTING GRADE w w W a
y LL a W GRADE
a .. LL g g a
71.0'
0
-4U.UU -
12.0' 24.0'
u
ROAD
B.D'
30.0'
-70�.00 -
8.
MATCH T
EXISTING GRADE w J
LL w LL w w w 8
i
r!"
20.00
PROPOSED
LL
8
8 68
d
a.
O
MATCH 4
EXISTING GRADE
_
EXISTING
GRADE
MATCH
f.
PROPOSED -
TOP OF BERM t. -..' . .
PROPOSED
DITCH BOTTOM
N a N �
20.00
70.00
I
STA: 52 +00.00 (SECTION 1 -1 SEE SHEET 04.105) w
30.00 71 0' - PEELE 30.00 G
r - -
-- -- - - - - -- 12.0' 24.0' S.D' 30.fY ROAD g
C
___ _____.f ------ - ___._..
w
m 20.00 MATCH $ 8 8 Ld .� 20.00 a
---
m w i EXISTING a a
_ EXISTING GRADE w w W a
y LL a W GRADE
a .. LL g g a
MATCH
PROPOSED .. EXISTTI G GRADE
TOP OF BERM " " -' - . -'
PROPOSED
0.00 - IT - H POMM 0.00
- 100.00 -90.00 -80.00 -70.00 -60.00 - 50.00 -40.00 30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR r°s
PRE R N ar of rn rsi o o {]o
GRAD r eo sf 7-
ES
STA: 56+00.D0 (SECTION 1 -1 SEE SHEET 04.105) Z
30.00 71.0' _E .. 30.00 v ry Z
M }
. 12.0' - 24.1' - 5.0' 30.0' ROAD F-
ig $g cfl 0
m 20.01 MATCH . ~ w 20.00 Q F
LLI EXISTING GRADE w ,� w w o EXISTING .�-.1 J O af
->-I o '� 4 w w "S ? $ GRADE a LL
0 o W g g d ¢
10.01 ..r,..;...._..,,_..,.�...,.:..
. o- 11 11)00 m
PROPOSED MATCH /'^y
TOP OF BERM i EXISTING RARE. �•i
PROPOSED
0.00 Qual qQmm D.DO _
- 100.00 -90.00 -80.00 -70.00 - 60,00 _5000 -40 °.30.00 - 20,00 -10 °00 000 10.03
AS-BUILT LIDAR etnjn n{r O10 _ sn - -
w Cj
w .0 s,o a C q
C14 c; o 0
GRADES
U)
CL
30.00 STA: 58 +00.00 (SECTION 1 -1 SEE SHEET 04.105) �
m 20.00
r
m
A
1
0
Z 10.00
0.00
30.00
f1]
0
-4U.UU -
C
u
- 100.00 -
-90.00 -
-80.00 -
-70�.00 -
-60.00 50. D0 0
20.00
PROPOSED
LL
-10.00 0 -00 10.00
#0P
AS -BUILT LIDAR a
MATCH
m�� N
N a N �
�� v a
W
a r
TOP OF BERM
LL
1 0
-.
••PftOPOS�D
EXISTIN
GRADE
co .
.n;n z
2
a 0
� Ln 11
rRa. a1).: 1002
0.00
- nl
a
-' -
-- G
GRADES r
DITCH POTTOM
0.00
- 100.00
-90.0.0 -8-0�.D0°- -70.00 -60.00
-50.00
-40.DO
30.00
-20.DO -10.00 0
10.00
0
�_�.r
AS -BUILT LIDAR
c; ai
en �10 m1 °
c71. v+ p) 4' N o N
�
O o
Q111
Lp'�
�_ W
�7.-
cm
MiQ a
w
TION TRECONSTRUf
GRADES
_.
_s _��
STA: 54 +00.00
(SECTION 1 -1 SEE SHEET C4.105)
30.00
71.0 PEELE
30.Oo
12.0'
24.0'
5,V
30.0'
ROAD
8g Sg
m 20.00 .•
'K S
-
Irl Lu
20.00
r
C
EXISTING GRADE J
s
EXISTING
0 a.
J
GRADE
-
c
0
7000
MATCH
PROPOSED .. EXISTTI G GRADE
TOP OF BERM " " -' - . -'
PROPOSED
0.00 - IT - H POMM 0.00
- 100.00 -90.00 -80.00 -70.00 -60.00 - 50.00 -40.00 30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR r°s
PRE R N ar of rn rsi o o {]o
GRAD r eo sf 7-
ES
STA: 56+00.D0 (SECTION 1 -1 SEE SHEET 04.105) Z
30.00 71.0' _E .. 30.00 v ry Z
M }
. 12.0' - 24.1' - 5.0' 30.0' ROAD F-
ig $g cfl 0
m 20.01 MATCH . ~ w 20.00 Q F
LLI EXISTING GRADE w ,� w w o EXISTING .�-.1 J O af
->-I o '� 4 w w "S ? $ GRADE a LL
0 o W g g d ¢
10.01 ..r,..;...._..,,_..,.�...,.:..
. o- 11 11)00 m
PROPOSED MATCH /'^y
TOP OF BERM i EXISTING RARE. �•i
PROPOSED
0.00 Qual qQmm D.DO _
- 100.00 -90.00 -80.00 -70.00 - 60,00 _5000 -40 °.30.00 - 20,00 -10 °00 000 10.03
AS-BUILT LIDAR etnjn n{r O10 _ sn - -
w Cj
w .0 s,o a C q
C14 c; o 0
GRADES
U)
CL
30.00 STA: 58 +00.00 (SECTION 1 -1 SEE SHEET 04.105) �
m 20.00
r
m
A
1
0
Z 10.00
0.00
30.00
f1]
SU.uu -
-4U.UU -
C
u
- 100.00 -
-90.00 -
-80.00 -
-70�.00 -
-60.00 50. D0 0
20.00
J
LL
-10.00 0 -00 10.00
AS -BUILT LIDAR a
Lu
m�� N
N a N �
�� v a
W
a r
70.00
LL
1 0
a ry c
0o n c
ca 0
L f_
co .
.n;n z
2
a 0
� Ln 11
rRa. a1).: 1002
0.00
- nl
a
-' -
MENT - p D DRAWN BY: RC
ALf r
-PEELE .
;SCALE 11" x 17" = 1" - 20' H �� PROPOSED FILL PROPOSED CUT
3 -` AS -BUILT i WATER SURFACE ��++ pp II ff II ��++
1' " =24'V 1`1ti7'vV�LT�7
22" X 34" = 1" = 10' H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r - PRE- CONSTRUCTION COLLECTED IN FIELD)
1" - V EXISTING GRADE Cam--\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01116114
SHEET:
05.13
SU.uu -
-4U.UU -
- 3U .U11 -
-LU.W -IU.W 0.00 1u -uu -
- 100.00 -
-90.00 -
-80.00 -
-70�.00 -
-60.00 50. D0 0
00.00 -
- 30.00 -
-21).00 -
-10.00 0 -00 10.00
AS -BUILT LIDAR a
a� n m
m�� N
N a N �
�� v a
a a
a r
r: o �' n A
AS -BUILT LIDAR 1
1 0
a ry c
0o n c
c7» p (
(D ,� rn o �
co .
.n;n z
z,I,v n
� Ln 11
rRa. a1).: 1002
PREGOHSTRDCit •
GRADES W
-' -
-- G
GRADES r
- KI M
�_�.r
-PEELE .
;SCALE 11" x 17" = 1" - 20' H �� PROPOSED FILL PROPOSED CUT
3 -` AS -BUILT i WATER SURFACE ��++ pp II ff II ��++
1' " =24'V 1`1ti7'vV�LT�7
22" X 34" = 1" = 10' H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r - PRE- CONSTRUCTION COLLECTED IN FIELD)
1" - V EXISTING GRADE Cam--\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01116114
SHEET:
05.13
DATE: 01116114
SHEET:
05.13

30.00
r 20.00
m
g
1
0
z 10.00
a.a0
- 100 -00 -90.00 - 80.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.OD 0.00 1D.00
STA 60 +00.00 (SECTION 1 -1 SEE SHEET C4.108)
I
30.09 G
aWi p r z°
20.00 0 a
a
a
10.00
0.00
AS -BUILT LIDAR
GRADES
71Z
;SCALE 11 `° X 7 °, = 1 `° _Q° H
12.Cr 24.0° s.a'
/ / ✓ / //� /fry
ROAD
30.0°
-40.00 30.00 -20.00 -10.00 0.00 10.00
MATCH r ii it v
EXISTING GRADE �i m " "
LL o
D D y c
........... ..... LL i++ d "?
-
PROPOSED
TOP OF BERM
LO
O
MATCH
EXISTING GRADE
Z
-I EXISTING
GRADE
Pa p r
ua1 aD a n w
y o r- Ld 6
°' PR6PO$ER
12.0' -- 24.0' 5.0' - 30.0' ROAD
I
30.09 G
aWi p r z°
20.00 0 a
a
a
10.00
0.00
AS -BUILT LIDAR
GRADES
a�i`r°
c
;SCALE 11 `° X 7 °, = 1 `° _Q° H
PROPOSED FILL
/ / ✓ / //� /fry
STA: 62 +00.00 (SECTION 1 -1 SEE SHEET C4.108)
- 30.00
-40.00 30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR
T5.0' - PEELE 30.xO
�y w p P
.6 , xr
wl rn a o°
Pa p r
ua1 aD a n w
y o r- Ld 6
o;c.i
12.0' -- 24.0' 5.0' - 30.0' ROAD
o .a
PRE- CONSTRUCTION
- - - - -- -
vi
$ 8 $ 8
m 20.00
r
EXISTING GRADE
MATCH
" w UJ 20.00
II x II Y e 0_
§ e
EXISTING GRADE
N w 4i EXISTING
y
8 >
_
W
.. W LL W 8 EXISTING N GRADE
a o g a
...... .... LL W 8 G GRADE
10.00
.- ...-
:- •- _._.�._�•.� - - --
�-. N p °....�
�.�, _ -- .�., _� s- �_ ;. ......... ..... ..� 10.00
§
PROPOSED
TOP OF BERM
3
PROPOSED
tarlO �r� �I o °a inm t �'�a nl°
I I
��m �m ®a ni17 C,11 o SrijC c�i;m Lei QI�
a�i`r°
c
0.00
;SCALE 11 `° X 7 °, = 1 `° _Q° H
PROPOSED FILL
/ / ✓ / //� /fry
PROPOSED CUT
-90.00 -80.00 - 70.00 -60.00 -50.00
-40.00 30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR
WATER SURFACE
�y w p P
.6 , xr
wl rn a o°
Pa p r
ua1 aD a n w
y o r- Ld 6
o;c.i
GkA6F5it`TI6Fi
o .a
PRE- CONSTRUCTION
- - - - -- -
vi
COLLECTED IN FIELD)
EXISTING GRADE
STA: 64+00.00
(SECTION 1 -1 SEE SHEET C4.108)
30.00
m 20.00
m
Y
O
Z 10.00
0:00
12.0'
8.
MATCH
_ _ _ -EXISTING GRADE w
I N
- - -- --- - - -- --
LL
PROPOSED
TOP OF BERM
I�n
24.0'
Ye
w
LL 'w
71.0'
---I 5.0' 30.0'
MATCH
S 8 S EXISTING GRADE
.�f
`•' •'PROPOSED
DtlTCH BOTTOM
role
ROAD
LL
z
EXISTING
r GRADE
0.00
30.00
20.00
10.09
0.00
- 100.00 - 90,00 -80.00 -70.00 -60.DO -50,00 -40 -DO -30.00 -20.00 -10.00 0.00 10.00
-� T_
AS -BUILT LIDAR ,..3 srla a w Lnin m1m w n NIIM o
4710 Wi❑ �i47 TL N d,ih LnIc ? d - 1N
PRECONSTRUCTION R6 d, OD 0 OIL; M r r; ::-6 a 6 of
GRADES ��I r
ALIGNMENT = PEELE RD.
;SCALE 11 `° X 7 °, = 1 `° _Q° H
PROPOSED FILL
/ / ✓ / //� /fry
PROPOSED CUT
3 1 °, _ 20'V
-` AS -BUILT
Y
WATER SURFACE
_
22° X 34° = 1 , - 1 Q' H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r
1" = 10' V -- -
PRE- CONSTRUCTION
- - - - -- -
COLLECTED IN FIELD)
EXISTING GRADE
AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS -B U I LTS
'gym r --
sm
c�iw c
E %mod
k�_
�a�LL�z
F
Ifl
z
rn 0
¢©
0
7
U
LLJ J
CD Z
0
U
N �V]
rU)
J
�D
�w
LL
O
2
LLJ
A © LLrtl
PROJ. NO.: 1002
DRAWN SY RC
DATE: 01116/14
SHEET:
C5.14

1 .1
I iS I TOP OF DITCH
4 w
I
SCALE 11" X 17" - 1° = 40' PARKING LOT DETAIL {At Small Road
SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET C4 -64)
0 20' 40' w
SCALE IN FEET
- APPROXIMATE " =N 12" LAYER REJECT QUARRY MATERIAL ON
EDGE OF ROAD TOP OF US 200 GEOTEXTILE FABRIC OR S" OF CLASS "A"
RIPRAP ON TOP OF US 200 GEOT ILE FABRIC
PARKING LOT CONSTRUCTED ON WHEEL STOP WHITE (TYP J
NORTHSIDE OF ROYAL ROAD
WHEEL STOP BLUE
(HANDICAP)
I a
BOTTOM OF DITCH
SCALE 1 " x 17° - 1° = 40' PARKING LOT DETAIL (At Royal Road
s SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET C4.99)
u
DITCH
0 20'
SCALE IN FEET
4SIq
CE
_ _ _ —
9.93 ' ________
APPROXIMATE
EDGE OF ROAD
qh
a
PRIlP85EII LOW ARROW
f4k6P58EB -SLOPE ARROW
_ °_----- - -_ - --
MAJOR PLUG
-- - --
(LENGTH =100') 23 .1
T-'T CF DITCH E € LL d
f'R8P63EBi+AINOR PLUG
CENTERLINE OF BERM
(FUTURE)
e81!4F[2HP;F 12" LAYER
REJECT QUARRY MATERIAL
ON TOP OF US 200 °
MATCH EXISTIN
(LENGTH = 50') a e a
PR8PeSFH IPE AND
RIPRAP x
e EXISTING SURVEY SPOT
' ELEVATION
X41
o EXISTING LIDAR ELEVATION
G
X 12.50 FROPOSEB POT ELEVATION
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
T r, ° -.
APPROX. 1-706,TION
OF EXISTINdGATE
Z
z
to O
v
Z
O
(7 U)
J
J JU
?0 0
!I` ' GEOTEXTILE FABRIC OR 8" OF U
EXISTING CLASS "A" RIPRAP ON TOP OF LL
ROADSIDE DITCH US 200 GEQTEXTILE FABRIC + co D
MATCH EXISTING, #, Q
£BN5+RHe+100' CENTERLINE O 'BERM 0 a
i " TOP OF BERM
i ROADSIDE DITCH PLUG PARKING LOT DETAIL (At Small Roams
FILL EXISTING DITCH (SEE GRADING PLAN SHEET 04.78) - PRO1NO.: 1002
r / i✓ �� (PARTIALLY FILLED) -- SGµE IN FEET
fiNAWN SV RC
SCALE 11" X 17" - 1" = 40' EV.NO. DATE DESCRIPTION "IF: 01116114
SCALE 22" X 34" - 1" = 20'
SHEET:
AS -P U I LTS C7.1
i
LEGEND
44 6E ESTOP OF BERM
N
M
a -
Rm-
PRQP96GEo -o' ROCK PAD
N ? I w
o
( LARGE SIZE MINE REJECTS)
PR9P96E9 DITCH FILL
PRIlP85EII LOW ARROW
f4k6P58EB -SLOPE ARROW
_ °_----- - -_ - --
MAJOR PLUG
-- - --
(LENGTH =100') 23 .1
T-'T CF DITCH E € LL d
f'R8P63EBi+AINOR PLUG
CENTERLINE OF BERM
(FUTURE)
e81!4F[2HP;F 12" LAYER
REJECT QUARRY MATERIAL
ON TOP OF US 200 °
MATCH EXISTIN
(LENGTH = 50') a e a
PR8PeSFH IPE AND
RIPRAP x
e EXISTING SURVEY SPOT
' ELEVATION
X41
o EXISTING LIDAR ELEVATION
G
X 12.50 FROPOSEB POT ELEVATION
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
T r, ° -.
APPROX. 1-706,TION
OF EXISTINdGATE
Z
z
to O
v
Z
O
(7 U)
J
J JU
?0 0
!I` ' GEOTEXTILE FABRIC OR 8" OF U
EXISTING CLASS "A" RIPRAP ON TOP OF LL
ROADSIDE DITCH US 200 GEQTEXTILE FABRIC + co D
MATCH EXISTING, #, Q
£BN5+RHe+100' CENTERLINE O 'BERM 0 a
i " TOP OF BERM
i ROADSIDE DITCH PLUG PARKING LOT DETAIL (At Small Roams
FILL EXISTING DITCH (SEE GRADING PLAN SHEET 04.78) - PRO1NO.: 1002
r / i✓ �� (PARTIALLY FILLED) -- SGµE IN FEET
fiNAWN SV RC
SCALE 11" X 17" - 1" = 40' EV.NO. DATE DESCRIPTION "IF: 01116114
SCALE 22" X 34" - 1" = 20'
SHEET:
AS -P U I LTS C7.1
i

I�
E
aa_ EXISTING ROADSIDE
�a
orz
�a w
o�a
L-- a"
�x
� 1
�m
Zap
131 °
OFF: 21 -96 - - - �"'-- - - �?�- - = w° E E
- - - - _ - 18 HDPE PIPE STA' 15 +54.62 - - _ _ - � C OF 17.81 OFF: 17.86 _ J - -- a 2 r a
-- -- _ -
�. - _ OFF 23.30 - - 18, HDPE PIPE 18" HDPE PIPE
18' HDPE PIPE PLUG EL - 11,29 INV. L = 8.93 fNV, EL =8.41
PLUG �EL 4 - i
INV. EL= 8.46_- _ -- -- - - __ _
-,�-
-- - -
;1
\
9,85-t" ~�'� �' // // r I
60" HDPE PIPE - 2 - 60" HDPE / / r EXISTIF�t§R
60'° HDPE P {NV. EL. i r / ,�
.~ % / / // r /,/ j OA 1D DITCH
r - €L�241 i 50tLO1dC} o 100. / r r
80' LONG 8 1 OPE
J� r
45' ery INV. EL
ROADSIDE DITCH PLUG r i / r
9 � 0 38(9.421 {SEE DETAIL
J \_ -s (FUTURE) r/ /r rr Xr l,r /! r/ I iI
]SCALE 11 " X 17" - 1 " = 40"
SCALE 22" X 34" - 1 " = 20"
�' PLUG EL
h SHEET C11.2) _ / / F / r, / //
RIP -RAP CLASS B 2' THICK ^ / r
i r ; EXISTING DITCH TO BE FILLED
OVER 6" #57 STONE OVER \ Ir r r / { / / J/ // < WIMUCK AND WOOD CHIPS
F 200 US GEOTEXTILE
X,
PIPE CROSSING DETAIL cr (SMALL ROAD) 0 1. 40' 6v' SCALE 11" x 17" -1° - 40" PIPE CROSSING DETAIL @a (SMALL ROAD) 0 20, 1,
(SEE GRADING PLAN SHEET 04.53 & C4,65) SCALE 22" X 34" - 1" - 20" (SEE GRADING PLAN SHEET 04.75) � � z
SCALE IN FEET SCALE IN FEET
z
D
PIPE - -- O
EXISTING RO 1DE S A.
DITCH]r -i q �r
PLUG EL 18 "rHDPE PIP
=11.14 INV EL 826
_9.54-------- -
r/, STA. 110 +40
2 - 18" HDPE-
517+ LONG
INV. EL. 9.0=
i r r / / J ✓ {SEE DETAIL
EXISTING ROADSIDE DITCH
m
STA: 136 +76.99
_ OFF: - 23.f3d
_ - •fi ._ _ STA; 138 +7q.6 _
-� 1$" HDPE PIPE -� - - -- r _
OFF: -24.09
STA_ 110+5103 � - - - - - - -- 18" HDPE PIPE
- -- T 1Dd' ',INV, EL -8:42 in
OFF: -22.38 - _ _ _ P KI G L T
�--� -- ROADSIDE DITCH PLUG
18 'HDPE PIPE I -(PUT a - - - - - -- - - - - - - - EI =1 .8 -_ - - -- -- LL�
�If I;1RE}' - - -- PARKING LOT EL= 11.97
' sser0 �
-, STA: 136 +69,26 _ -? _r
- 11A6 #3¢F X590±- OFF: 16.44 _
�i -- -
WHORE PIPE + J {/)
STA: 110 +49.34 'J PLUG €L =10.40 INV. L _ 84.5 OFF: 17-3131
pFF: 19,02 �� -rw`�� - 9.93 18" HpPE PIPE
18 "HOPE PIPE = i�y�� t -- _ - - -- _ - - -
NV. EL = 7.83
f . _ EXISTING ROADSIDE DITCH �3 ¢ ( j
o Lu
_
CL - EXISTING DITCH TO BE FILLED CEN LI BERM
WI o
EXISTING ROADSIDE DITCH N1
-
CCt3:tFFlt3�r 1 OU'
ROADSIDE DITCH PLUG / rr r / // / SHEET 11.2) PIPE CROSSING DETAIL a (SMALL ROAD)
SCALE 11" X 17" - 1" - 40 °' 0 s0, a0' E0
r / (SEE GRADING PLAN SHEET C4.78}
SCALE 22" X 34" PRa- 10D2
EXISTING DITCFiTO BE FILLED / rr r/ y/ , Ji - 1" = 20" 17ii
' SCALE IN FEET AWN (3Y: RC.
J); WIMUCKAr�D D CHIPS / r /// � / J� / /r �'
3 1 Ill i.
sSCALE 11" x 17° - 1° = 40° PIPE CROSSING DETAIL @ (SMALL ROAD) a �, 40' A j_B LT
SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4.76)
SCALE IN FEET
GATE: 01/16/14
SHEET: C9. 1
�c
NORTH R
I T
RIP -RAP CLASS B 2' THICY
E
OVER &'#57 STONE OVER
US 200 US GEOTEXTILE
P f
r� �
�
Ft ©AIIKi -
8
EXISTING ]ROADSIDE DITC
P EB 8 P #57 60
I
STO�V� U OfEXTII E '. fNV.
L = 1.99
60" HDPE PIP
- STA: 15 +55.56
PLUG EL 10.04
_ ~^
1NV EL - 2.09
OFF: - 18.19
F-
- -
SEP TI -t11
+
OFF: - 19.48'
- - --
18 "HDPE PIPE
-, INV. EL = 8.56
71
18" HDPE PIPE
4
M�
- --
I�
E
aa_ EXISTING ROADSIDE
�a
orz
�a w
o�a
L-- a"
�x
� 1
�m
Zap
131 °
OFF: 21 -96 - - - �"'-- - - �?�- - = w° E E
- - - - _ - 18 HDPE PIPE STA' 15 +54.62 - - _ _ - � C OF 17.81 OFF: 17.86 _ J - -- a 2 r a
-- -- _ -
�. - _ OFF 23.30 - - 18, HDPE PIPE 18" HDPE PIPE
18' HDPE PIPE PLUG EL - 11,29 INV. L = 8.93 fNV, EL =8.41
PLUG �EL 4 - i
INV. EL= 8.46_- _ -- -- - - __ _
-,�-
-- - -
;1
\
9,85-t" ~�'� �' // // r I
60" HDPE PIPE - 2 - 60" HDPE / / r EXISTIF�t§R
60'° HDPE P {NV. EL. i r / ,�
.~ % / / // r /,/ j OA 1D DITCH
r - €L�241 i 50tLO1dC} o 100. / r r
80' LONG 8 1 OPE
J� r
45' ery INV. EL
ROADSIDE DITCH PLUG r i / r
9 � 0 38(9.421 {SEE DETAIL
J \_ -s (FUTURE) r/ /r rr Xr l,r /! r/ I iI
]SCALE 11 " X 17" - 1 " = 40"
SCALE 22" X 34" - 1 " = 20"
�' PLUG EL
h SHEET C11.2) _ / / F / r, / //
RIP -RAP CLASS B 2' THICK ^ / r
i r ; EXISTING DITCH TO BE FILLED
OVER 6" #57 STONE OVER \ Ir r r / { / / J/ // < WIMUCK AND WOOD CHIPS
F 200 US GEOTEXTILE
X,
PIPE CROSSING DETAIL cr (SMALL ROAD) 0 1. 40' 6v' SCALE 11" x 17" -1° - 40" PIPE CROSSING DETAIL @a (SMALL ROAD) 0 20, 1,
(SEE GRADING PLAN SHEET 04.53 & C4,65) SCALE 22" X 34" - 1" - 20" (SEE GRADING PLAN SHEET 04.75) � � z
SCALE IN FEET SCALE IN FEET
z
D
PIPE - -- O
EXISTING RO 1DE S A.
DITCH]r -i q �r
PLUG EL 18 "rHDPE PIP
=11.14 INV EL 826
_9.54-------- -
r/, STA. 110 +40
2 - 18" HDPE-
517+ LONG
INV. EL. 9.0=
i r r / / J ✓ {SEE DETAIL
EXISTING ROADSIDE DITCH
m
STA: 136 +76.99
_ OFF: - 23.f3d
_ - •fi ._ _ STA; 138 +7q.6 _
-� 1$" HDPE PIPE -� - - -- r _
OFF: -24.09
STA_ 110+5103 � - - - - - - -- 18" HDPE PIPE
- -- T 1Dd' ',INV, EL -8:42 in
OFF: -22.38 - _ _ _ P KI G L T
�--� -- ROADSIDE DITCH PLUG
18 'HDPE PIPE I -(PUT a - - - - - -- - - - - - - - EI =1 .8 -_ - - -- -- LL�
�If I;1RE}' - - -- PARKING LOT EL= 11.97
' sser0 �
-, STA: 136 +69,26 _ -? _r
- 11A6 #3¢F X590±- OFF: 16.44 _
�i -- -
WHORE PIPE + J {/)
STA: 110 +49.34 'J PLUG €L =10.40 INV. L _ 84.5 OFF: 17-3131
pFF: 19,02 �� -rw`�� - 9.93 18" HpPE PIPE
18 "HOPE PIPE = i�y�� t -- _ - - -- _ - - -
NV. EL = 7.83
f . _ EXISTING ROADSIDE DITCH �3 ¢ ( j
o Lu
_
CL - EXISTING DITCH TO BE FILLED CEN LI BERM
WI o
EXISTING ROADSIDE DITCH N1
-
CCt3:tFFlt3�r 1 OU'
ROADSIDE DITCH PLUG / rr r / // / SHEET 11.2) PIPE CROSSING DETAIL a (SMALL ROAD)
SCALE 11" X 17" - 1" - 40 °' 0 s0, a0' E0
r / (SEE GRADING PLAN SHEET C4.78}
SCALE 22" X 34" PRa- 10D2
EXISTING DITCFiTO BE FILLED / rr r/ y/ , Ji - 1" = 20" 17ii
' SCALE IN FEET AWN (3Y: RC.
J); WIMUCKAr�D D CHIPS / r /// � / J� / /r �'
3 1 Ill i.
sSCALE 11" x 17° - 1° = 40° PIPE CROSSING DETAIL @ (SMALL ROAD) a �, 40' A j_B LT
SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4.76)
SCALE IN FEET
GATE: 01/16/14
SHEET: C9. 1

APPROXIMATE EDGE
IN�Is'--s -� � ��OF EkISTiNG ROAD
Aj STA:12 +34.38
Q OFF: -32.07
48' HDPE PIPE $
-12,00 JV. EL = 3.92
AR KING LOT it 4
L = 10.60
fiCH EXISTING . f
'PARKING LOT om SMALL R&AY7 ALIGNMENT
EL= 81 - - -- -- -� - -- _'
O 139i00
138' ��.•{ � � r ` � - - e \
APPROXIMATE EDGE - OF EXISTING ROAD MATCH EXISTING - -
t `
SCALE 11" X 17" � 1" = 40"
SCALE 22"' X 34" - 1" = 20"
TOP OF BERM J MATCH EXISTING
\
\
OFF: -30.27
48' HOPE PIPE
INV FI =I flit
PIPE CROSSING DETAIL cal (SMALL ROAD
(SEE GRADING PLAN SHEET 04,78)
(SEE DETAIL SHEET 011.2)
MATCH EXISTING \
\ I
APPROX LOCATION
OF EXISTING, GATE } f
EXISTING PIPE r
t
r
STA:48 +49,9
OFF: -28.14 APPROXIMATE EDGE
'HDPE PIPE \
NV.
OF EL = 2.8fl ISTING ROAD
\\� EXISTING 48'
N
1 W uTi
a
prz
w
o�a
a"
�x
\
LE MATCI EXITING r PEELE ROAD
ALIGNMENT
39.00 _ATC�N` I f ' °I -ROYAL ROAD ALIGNMENT Y -`
EXISTING Ii�� ------
i
,rr -_, - - -- - -- 40� \\
- -- - STA: 47 +28. z
6bilto.
OFF: -26.39
4 I 48" HDPE PIPE
INV. EL = 2.81
CENTERLINE OF BERM -
DITCH
(ROYAL ROAD)
0 2T
- -
i
lif !
- N
(SEE GRADING PLAN SHEET 04.101)
- - lllbKnP OF MATCH EXISTING -
0 20 SCALE 11 " X 17" - 1 " = 40"
SCALE 22"X 34" - 1"=20"
E
m
Y;�^si3
R�
U f -
r1
PIPE CROSSING DETAIL @
(ROYAL ROAD)
0 2T
40'
60,
(SEE GRADING PLAN SHEET 04.101)
z
SCALE IN FEET
'..
th
z
n
0
Z
¢ o
- EXISTING DITCH
0
G9Pi€T
-RWG 100'
APPROXIMATE EDGE
ROADSIDE DITCH
PLUG
m
OF EXISTING ROAD
-
- -
- STA: 16 +20.89 - I'
STA: 16 +29.5$
- --
-
-
_
OFF: -18.57
OFF: -19.39
-
J
18" HDPE PIPE
18" HDPE PIPE
_ _ -
Q)
INV. EL =7.30
INV. EL =7.11
- - - - - -
-- ------------
U7
—+- -
- -
w
----- - - - - --
- -
V
-__ STA; 16 +20.42 STA: 16 +29.77
z
OFF: 21.98 OFF: 21.77
{�
98' HDPE PIPE 18" HDPE PIPE
-rl -
- - -
--
-
J
-
U)
'INV. EL = 7.03
- -
a
s„ v
- - — — — STA. 48 m 28- ' 1
2 - 18" CALP _J7
3B`tBMf { V'� EXISTING DITCH
I I
PIPE CROSSING DETAIL @ (ROYAL ROAD)
PIPE CROSSING DETAIL @ (ROYAL ROAD)
r SCALE 11" X 17" - 1" = 40" (SEE GRADING PLAN SHEET 04.99) 0 1. 40' 60
s SCALE 22" X 34" - 1" = 20" (SEE DETAIL SHEET Cl 1.2) SCALE IN FEET
cc LL'
c UJ
CL
O a
SCALE 11 X 17 - 1 = 40 (SEE GRADING PLAN SHEET C4.99) 0 z0• 40• 6u•
PRDJ.NO. 1002
SCALE 22" X 34 °' - 1 "' = 20" :
(SEE DETAIL SHEET 011.2) SCALE INFEET DRAWN BY- RC
AS -B U I LTS
REV. No, DATE DESCRIPTICY4
DAT €: 07116114
SHEET: 9 2

7r4ATCH EXI _
N
w
G
T
a�x°
w O r
�B
/
�
12 +1-
12" TYPE'B' RIPR - US 200 FILTER FABRIC II
%
y -MATCH EXISTING
'1 GRADE
N
o M
d
a 10' _
( —
BERM SHIFTED 10t DUE
TO OBSTRUCTION ON
_ - - 18:0
S
q
_
+
PROPERTY LINE-- ---
►- .. ---�., I - �.-
I
/ - -_°.' -- STING
_
Li CL 413 stl 12.01.'1' 412 —L39 i�j �
/ _ °
i�YiEsi
�s
�. 3 10.08''
o
E�
t.
C 10.01 °
$ 4
NT
y
_
v 11 85 12.37
�.X
49 4 11 7 T4_4 - I T.5G
-' PYRAMAT TURF
. ER'F'YLI r,�' REINFORCEMENT
-
�
2.34 y6 70 ; 7.30 128 +50.00 (N -H]
'S9 775�5�, 7.50
}L
2' OL
' - _' '` 1 8.87
2,74 4.32 �:B.E
�-
TOE OF BERM
R;
- w-
- TOP OF BERM ELEV.
E R 72.44 ±�"
MAC'
.
SCALE 11"X 1 7 - V=40' SPILLWAY DETAIL
SCALE 11"X 17-l"=40'
SPILLWAY DETAIL
SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET C4_89)
zo 4a ea
SCALE 22" X 34" - 1" = 20'
a zu, 40' so'
(SEE GRADING PLAN SHEET C4.106)
Z
SCALE IN FEET
SCALE IN FEET
M
j
20.00
131
12' 12l 76,
r 20.00
i
0
m
J k
EXISTING -GRADE MATCH
7)
SEE DETAL {THIS SHEET)
%
10.69
GRADE CROSSING " EXISTING
w GRADE
m
_ AP9>OXih9AT1Fr EDGE
j / .... U� ROAD
ir
- w
9.32 ¢ j y.4d 91 -Pi
.—.gam_
[,. / ,f r :� r
",: i
MATCH EXISTING
GRADE
6' LAYER OF CLASS "A` STONE
fn
{n
�. L ROAD
US 200 FILTER FABRIC OR STABILIZATION FABRIC
18" LAYER OF CLASS "B" STONE
PYRAMAT TURF 0� • 10..x` '^' ° .� .� - ,. YtNMENT
J_
�
REINFORCEMENT✓" 11.G2
i9 �--J-
■./ ?0.37 s
o..D6
-40.00 -30.00 -20.00
a.o0
-50.00 0.00 1000 20 -DO 3O.DO 40D0
.�
9.4 ONEAT- GRAOECROSSING
US 200 STABILIZATION EE DETAIL THIS SHEET)
SCALE 11" X 17'" - 1" = 20'
AT -GRADE CROSS SECTION X -X
J w
-
FABRIC UNDER STONE � - -- � e:ri�
ue
9.56 s z; :.°�
�.• J -i] f 9_.32 - ?
9 25 //f
SCALE 22" X 34" - 1" = 10°
LEGEND
PROPOSED SPILLWAY
(SEE GRADING PLAN SHEET C4.98)
o v
Q
LL
(10 C? J
J
EXISTING ROADSIDE cr
1 U X
DITCH
{PYRAMAT TURF
REINFORCEMENT)
PROPOSED FILL PROPOSED CUT
2
O [�
AS -BUILT WATER SURFACE
s
d PYRAMAT TURF
REINFORCEMENT
PROPOSED DITCH CROSSING
1 (# 5 STONE)
NE)
- - - -
— � PROPOSED RIP RAP
PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
PRE - CONSTRUCTION COLLECTED IN FIELD)
- - - - - - - - - AS -BUILT SPOT GRAZES
EXISTING GRADE (FOR ROAD SASE]
PRDJ NO 1002
fipAWNBV RC
r �
Ev. No. __RATE 4ESCwwropea
DATE: 01 I9 611 d
PROPOSED TOP OF BERM
SHEET:
SCALE 11" X 17" -1" = 40' AT -GRADE CROSSING DETAIL c 21r 41 c:,.
PROPOSED S" ROCK PAD —g
�T
O.
SCALE 22" X 34" - 1" = 20' —
(SEE GRADING PLAN SHEET CAM) SCALE INFEET
1©1
(LARGE SIZE MINE REJECTS)

TOP OF
BANK
BOTTOM
DITCH
TOP OF
BANK
TOE OF
SLOPE
TOP OF
BERM
TOE OF
SLOPE
TYPICAL SPILLWAY
Ml A k 1 1! I r 4 A l
EXISTING
GRAOE
1.5'
WI TH PYRAMAT TURF
- - -
PROPOSE
DITCH
II
----- - - - - --
j-' EL 2-0'
j I1
.11. 19, .1'. IA,
EL. 11 5'
EL. 14.0'
PYRAMAT TURF REINFORCEMENT (TOP LAYER)
WRAP AROUND FACE OF BERM
1 TYPE "B" RIP -RAP
NOTES:
WI TH PYRAMAT TURF
REINFORCEMENT
1. INSTALL PYRAMAT TURF REINFORCEMENT MAT IN
(BOTTOM LAYER)
ACCORDANCE WITH MANUFACTURER'S
SECTION VIEW
RECOMMENDATIONS.
2. AT A MINIMUM USE 2- DIFFERENT LAYERS OF
PLACEMENT OF PYRAMAT. THE BOTTOM LAYER
SHOULD BE USED AT THE SPILLWAY FLOOR AND
DISCHARGE FLUME. A SEPARTE - TOP LAYER SHOULD
BE USED ON THE SIDE WALLS OF THE SPILLWAY AND
FRONT AND BACK FACES OF THE BERM.
3, SUBMIT SHOP DRAWINGS TO ENGINEER TWO WEEKS
PRIOR TO STARTING WORK FOR REVIEW AND
APPROVAL FOR DIFFERENT PLACEMENT OF PYRAMAT.
SPILLWAY STA. 48 +80
(SEE GRADING PLAN SHEET 04.89)
SCALE, 1" = 10'
1'
EXISTING -
GRADE
PROP0SED
DITCH I- EL. 2.p
/ 1
4' 12' 4' 10'
0'
2' .
EL 10. � L_- _ r EL. 8.0'
12" TYPE "B" RIP -RAP
SECTION VIEW WITH PYRAMAT TURF
REINFORCEMENT
(BOTTOM LAYER)
SPILLWAY STA. 125 +50
(SEE GRADING PLAN SHEET 04.106)
SCALE: 1" = 10'
:KF--- - - - - -
PYRAMAT TURF REINFORCEMENT (TOP LAYER)
WRAP AROUND FACE OF BERM
NOTES:
1. INSTALL PYRAMAT TURF REINFORCEMENT MAT IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
2. AT A MINIMUM USE 2- DIFFERENT LAYERS OF
PLACEMENT OF PYRAMAT, THE BOTTOM LAYER
SHOULD BE USED AT THE SPILLWAY FLOOR AND
DISCHARGE FLUME. A SEPARTE - TOP LAYER SHOULD
BE USED ON THE SIDE WALLS OF THE SPILLWAY AND
FRONT AND BACK FACES OF THE BERM.
3. SUBMIT SHOP DRAWINGS TO ENGINEER TWO WEEKS
PRIOR TO STARTING WORK FOR REVIEW AND
APPROVAL FOR DIFFERENT PLACEMENT OF PYRAMAT.
AS- B U I LTS
�m
18"
3' 10'
�- EL.. 10.0'
7 TOP OF BERM
��EE✓ TOE OF BERM
WRAP PYRAMAT AROUND
FACE OF THE BERM (TOP LAYER)
FACE BERMI SPILLWAY
,2n
FACE BERM/ SPILLWAY
f TOP OF BERM
TOE OF BERM
)RAP PYRAMAT AROUND
FACE OF THE BERM (TOP LAYER)
N
W
(D a
C ca
x �
0
r
v'sro 8�
Ec°ate
�idaH LLf�2
z�
F
tr r
IC
ID
z3 °
z
M
r
a Z
to 0
O
¢©
t�
L
N
M
0- J
c 4
co LIJ
J 0
0 }4}
C¢ LL J
Cu ° J
x
�0 a
0
PROJ- NO.: 1002
mAwR Br: RC
DATE: 01/16114
SHEET:
010.2

NOTES:
F MAX-
1. USE FILTRATION GEOTEXTILE A MINIMUM OF 36"
IN WIDTH AND FASTEN ADEQUATELY AS DIRECTED.
2, PROVIDE 5' -0" STEEL POST OF THE SELF- FASTENER
ANGLE STEEL TYPE.
3. FOR MECHANICAL SLICING METHOD INSTALLATION,
GEOTEXTILE SHALL BE A MAXIMUM OF 16° ABOVE
GROUND SURFACE.
li w*] a, Ey.I
c
FILTER CL
TEMPORARY SILT FENCE
Not to Scat®
�111T Llklj
1.6 MIN.
FILTER CLOTH
UPSTREAM ELEVATION
CLAY WITH SHELL K
RDAdc�yp DITCH (10' -14' DEPTH FROM BORROW AREA) �IrCM r FIELP
TkIl
1 LEN `
10' FIELD DITCH EXTENTION� z
ONLY AT FIELD DITCH LOCATIONS °
FIELD DITCH—
ROADSIDE DITCH—
CLAYEY SAND OR SANDY CLAY
F (2' -10' DEPTH FROM 13ORROW AREA)
CLAY WITH SHELL
(10' -14' DEPTH FROM BORROW AREA)
100" ROADSIDE DITCH PLUG
not to sr-ale
NOTES:
1 CONTRACTOR TO EXCAVATE TEST PITS AT EACH BORROW
SITE IN THE PRESENCE OF THE ENGINEER TO DETERMINE
SUITABILITY OF CLAY LAYERS FOR PLUG MATERIAL-
2. PLUGS WILL BE CONSTRUCTED FROM BORROW MATERIAL
EXCAVATED FROM ONE PIT PER PLUG LOCATED NO LESS
THAN 100' FROM THE PLUG IN ANY DIRECTION. ESTIMATED
SIZE OF EACH BORROW PIT IS 80'xSV T.W.
3. EXTEND PLUG MATERIAL 10' INSIDE FIELD DITCH AT EACH
INTERSECTION OF A ROADSIDE DITCH WITH A FIELD DITCH,
euoe
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS - SECTION VIEW -MINOR
NOTES: TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL FIELD DITCHES AND INTERNAL ROADSIDE DITCHES; DAMS TO BE REMOVED PRIOR
TO CONSTRUCTION COMPLETION.
12" OF NCD
C
FILTER CL
f� CLAYEY SAND OR SANDY CLAY
(2' -10' DEPTH FROM BORROW AREA)
FIELD DITCH CLAY WITH SHELL (10' -14'
DEPTH FROM BORROW AREA)
CLAYEY SAND OR SANDY CLAY
(2' -10' DEPTH FROM BORROW AREA)
50' FIELD DITCH PLUG
not to Scale
.L ar �v.5le.aic ay.�
IN
- -° —CLAY FROM LOCAL BORROW P'.-
1.S' (MIN) EXISTING DITCH
-. 7' (MIN)
TYPICAL DITCH PLUG - SECTION
not to scale
UPSTREAM ELEVATION
.5'MIN.
I
H
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS- SECTION VIEW - MAJOR
NOTES: TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL ROADSIDE DITCHES (Le. BAY CITY NO, 1) AND EXTERNAL ROADSIDE DITCHES (Le, SR
1002); DAMS TO BE REMOVED PRIOR TO CONSTRUCTION COMPLETION.
AS -B U I LTS
IIIIII��
n 1-°
�6
� 8
MI
U
C
�x O
A LS
Z
�0
C1
w
x
W
co
s �
� J
W
ca LU
J �
�n J
` 0 Q
ry
cLL
LLI
C13 0 Z
F-
LU
0_ ° '(D
PRO.I. No.: 1002
DRAWN or RC
DATE: 01116114
SHEET:
011.1

ALTERNATE 1 TYPE 01 OR IV HIGH ALTERNATE 2
INTENSITY RED
RETROREFLEC71VE
SHEETING MOUNTED ON
.125" ALUMINUM PANEL
S —12' TOP .� jp, ,� r,
(VARIES SEE PLAN) Lys a 0
TO BE FILLED wf SAND 4 r
3c MINERAL SOIL
BERM � r 1 law
N\ �., MUCK LAYER DEPTH r NINE 3" DIA- RED PRISMATIC .,.
VARIES AVG PLASTIC REFLECTORS
( KEY WAY (GON'Tj
SAND & MINERAL SOIL))
WOVEN STABILIZATION FABRIC
(US 200); WIDTH VARIES —
2 SHEETS WJ MIN. 1 '
c OVERLAP
's
i
NOTES;
1. KEY WAY SHALL EXTEND THROUGH THE ORGANIC SOILS AND TIE TO THE MINERAL SOILS. PERIMETER
BERM SHALL BE CONSTRUCTED WITH SUITABLE MINERAL SOILS EXCAVATED FROM THE PERIMETER
DITCHES.
2, ORGANIC ANDIOR MINERAL SOILS EXCAVATED FROM THE PERIMETER DITCHES BERM AND KEY WAYS
THAT IS UNSUITABLE FOR BERM CONSTRUCTION SHALL BE DISPOSED OF IN THE DITCHES IDENTIFIED
TO BE FILLET] BY WOOD CHIPS ANDIOR MUCK,
KEY WAY DETAIL
N.T.S.
AREA TO BE SEEDED Sc MULCHED — 150' TOTAL
75' 75'
OF PROPOSED
BYPASS DITCH
S 4 +f g
EROSION CONTROL MATTING SEED & MULCH
MATER DEPTH VARIABLE
2 MAIf.
1. VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH-
2- IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL-
3. IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING (BIONET - C125EIN, BIOD -MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.6 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION) .
5- AFTER HAY APPLICATION, "ANCHOR" HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EQUIPMENT OR OTHER
APPROPRIATE TOOL.
6. AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION.
TEMPORARY SEEDING:
SEPTEMBER - MARCH: RYE GRAIN 120 LBS. PER ACRE -
APRIL - AUGUST : BROWNTOP MILLET 40 LBS. PER ACRE.
TEMPORARY BYPASS DITCH AND CROSS - SECTION
V.T.S.
TYPICAL APPLICATION AT END OF ROADWAY (DEAD END)
REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED
••i
l J_ -L L
3 MARKERS MINIMUM
7' U— CHANNEL POSTS (1.12 LB/FT)
END OF ROAD MARKERS
N. T. S.
MATCH EXISTING ROAD
ALIGNMENT AND GRADE
2
1
BOTTOM 48" HOPE SMOOTH WALL
OF DITCH 116' LONG INV- EL = 4.V
TER TO CENTER MINIMUM
TYP- CLASS "B"
RIP -RAP (10'x 10'x 2')
OVER FILTER FABRIC
JV. EL = 1.01
BOTTOM
OF DITCH
N
W
� G
awi prz°
(D
ai
a
o M
U
yli
c
O
o
PEELE ROAD INTERSECTION z
�m
0
2 ROADWAY EL. 1T- 13' 2 ,"', n 0
EXISTING 1 12" MIN. 1 a 0 Q
GRADE - - -- 1 -- - - - -� — - -- — EL VARIES
J
. U.
INV.
18" CALP PIPE m
EXISTING 50'3 LONG TYP. CLASS "B"
DITCH RIP -RAP (10' x 1D' x 2') EXISTING
TYPICAL CULVERT DETAIL OVER FILTER FABRIC DITCH
N
4' PIPE PROJECTION M
ANCHOR FABRIC FROM TOE OF SLOPE
SIDE
DRIVEWAYI/ LOPE SUMP
ROADWAY SECTION
;'`-ice �r i • �f f`��i ,� ',� ? 0 J
PROP. DRIVEWAY/ TOP OF ROCK TO BE 6" z
ROADWAY CULVERT 8ELOW PIPE INVERT ELEV. �
LL W
O Z
W
12" GRAVEL (3H -4 "0) RIP —RAP OVER
WOVEN STABILIZATION FABRIC (USF 200) J
NOTES,- TO TOP OF BANK EACH END A 5 -BUILT S
1. SUMP WIDTH — 5' WIDTH FOR PIPE DIAMETERS X24',- 10' WIDTH FOR PRO J. No -: 1DD2
PIPE DIAMETERS X24" DRAWN By: RC:
2. RIP RAP ADJACENT TO DRIVEWAYIROAD TO TOP OF BANK; RIP RAP REV.N.. DATE DESMPTION DATE: 01116/14
DITCH SIDE SLOPES TO ELEV 10' OR TOP OF PIPE, WHICHEVER 1S
,G REATER SHEET:
Cl
CULVERT RIP -RAP SECTION 1 '

APPENDIX B
PERMITS, CERTIFICATIONS, AND NURSERY CERTIFICATES

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2001 -10096 County: Beaufort U.S.G.S. Quad: NC- AURORA
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: PotashCorp
Attn: Mr. Jeff Furness
Address: 1530 NC Hwv 306 South
Aurora, North Carolina
27806
Agent: CZR Incorporated
Attn: Ms. Julia Kirkland Berger
Address: 4709 College Acres Drive
Suite 2
Wilmington, North Carolina
28403 -1725
Size and location of property (water body, road name /number, town, etc.): Approximately 3667 acres (aka The P Lands
and U Lands Restoration Site: Phases 1, 2 and 3) near the headwaters of South Creek located on the east and west sides of Bav
City Highway (SR 1002), southeast of the Town of Aurora, Beaufort County. North Carolina Latitude: 35.233831
Longitude:
- 76.775742
Description of projects area and activity: This permit authorizes excavation, mechanized land clearing and the placement of fill
material associated with the construction of the P Lands and U Lands Restoration Site Phases 1 land 3 Authorized impacts
to waters of the U.S. are identified in the table on page 2 of this authorization.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NW27
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated February 6, 2012 . Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order and /or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e, are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Anny verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this very leation, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Tom Steffeni ay910 4615.
Corps Regulatory Official Date: -= 1 7Z,,9 (2
Expiration Date of Verification: 04/j6/2014
Page lof 3

Summary of Authorized Impacts and Required Mitigation
NWP /GP
Open Water (acres)*
Wetland (acres)**
Unim octant Stream (If)
Important Stream (if)
-TernPorarYAPer111arrent
Temporary
Permanent
Temporary
Permanent
Temporary
Fpermanent
27
0
15.19
381
0
0
0
0
0
Impact total
0
15.19
381
0
0
0
0
0
Total Loss of Waters of the US ( acres) = 0
Required Wetland Mitigation (acres) = 0
Total Loss of Waters of the US (If) = 0
Required Stream Mitigation (If) = 0
Additional Remarks:
Supporting documentation, attached figures and appendices for the project purpose was submitted with the PCN and titled
"Compensatory Mitigation Plan for the P lands and U Lands Restoration Site ".
* Individual open water impact locations are detailed in Exhibit A attached to the PCN and represent the addition of plugs and/or fill
into multiple ditches to recharge the hydrology of the surrounding wetlands.
** Individual wetland impact locations (WI-W22) are also detailed in Exhibit A. Impacts are represented as temporary impacts
necessary to fulfill the overall project purpose of wetland restoration/reestablishment and enhancement/rehabilitation.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit ht tp:// per2 .nwp.usace.anny.mil /survey.html to complete the survey
online.
Copy Furnished: Jonathan T. Ricketts Inc.
Page 2 of 3
JE

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued _ Action ID _
Basis For Determination
The site exhibits wetland criteria as defined in the 1987 Corps Wetland Delineation Manual and prior to the implementation of the
Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coast Plain Region.
Remarks: All necessary parameters were evaluated and documented on the appropriate data forms. Waters of the US
determinations were documented based on the presence of an ordinary high water mark pursuant to Regulatory Guidance Letter 05 -05;
Ordinary High water Mark (OHWM) Identification.
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdicfion for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by
* *It is not necessary to submit an RFA
,,fornyto the Division Office if you do not object to the determination in this correspondence. **
Corps Regulatory Official: ✓V� 5
Date: 04/18/2012 Expiration Date:
Page 3 of 3
J1--

Action ID Number: SAW- 2001 -10096 / P and U Lands Restoration Site / NWP 27 County: Beaufort
Permittee: PotasbCorp / Mr. Jeff Furness
Date Permit Issued: 04/18/2012
Project Manager: Tom Steffens / David Lekson
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Mr. David Lekson
Washington Regulatory Field Office
2407 West 5`h Street
Washington, North Carolina 27889
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NATIONWIDE PERMIT 27
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
_Aquatic Habitat Restoration, Establishment, and Enhancement Activities. Activities
in waters of the United States associated with the restoration, enhancement, and establishment of
tidal and non -tidal wetlands and riparian areas, the restoration and enhancement of non -tidal
streams and other non -tidal open waters, and the rehabilitation or enhancement of tidal streams,
tidal wetlands, and tidal open waters, provided those activities result in net increases in aquatic
resource functions and services.
To the extent that a Corps permit is required, activities authorized by this NWP include,
but are not limited to: the removal of accumulated sediments; the installation, removal, and
maintenance of small water control structures, dikes, and berms, as well as discharges of dredged
or fill material to restore appropriate stream channel configurations after small water control
structures, dikes, and berms, are removed; the installation of current deflectors; the enhancement,
restoration, or establishment of riffle and pool stream structure; the placement of in- stream
habitat structures; modifications of the stream bed and /or banks to restore or establish stream
meanders; the backfilling of artificial channels; the removal of existing drainage structures, such
as drain tiles, and the filling, blocking, or reshaping of drainage ditches to restore wetland
hydrology; the installation of structures or fills necessary to establish or re- establish wetland or
stream hydrology; the construction of small nesting islands; the construction of open water areas;
the construction of oyster habitat over unvegetated bottom in tidal waters; shellfish seeding;
activities needed to reestablish vegetation, including plowing or discing for seed bed preparation
and the planting of appropriate wetland species; re- establishment of submerged aquatic
vegetation in areas where those plant communities previously existed; re- establishment of tidal
wetlands in tidal waters where those wetlands previously existed; mechanized land clearing to
remove non - native invasive, exotic, or nuisance vegetation; and other related activities. Only
native plant species should be planted at the site.
This NWP authorizes the relocation of non -tidal waters, including non -tidal wetlands and
streams, on the project site provided there are net increases in aquatic resource functions and
services.
Except for the relocation of non -tidal waters on the project site, this NWP does not
authorize the conversion of a stream or natural wetlands to another aquatic habitat type (e.g.,
stream to wetland or vice versa) or uplands. Changes in wetland plant communities that occur
when wetland hydrology is more fully restored during wetland rehabilitation activities are not
considered a conversion to another aquatic habitat type. This NWP does not authorize stream
channelization. This NWP does not authorize the relocation of tidal waters or the conversion of
tidal waters, including tidal wetlands, to other aquatic uses, such as the conversion of tidal
wetlands into open water impoundments.
Compensatory mitigation is not required for activities authorized by this NWP since these
activities must result in net increases in aquatic resource functions and services.

Reversion. For enhancement, restoration, and establishment activities conducted: (1) In
accordance with the terms and conditions of a binding stream or wetland enhancement or
restoration agreement, or a wetland establishment agreement, between the landowner and the
U.S. Fish and Wildlife Service (FWS), the Natural Resources Conservation Service (MRCS), the
Farm Service Agency (FSA), the National Marine Fisheries Service (NMFS), the National Ocean
Service (NOS), U.S. Forest Service (USFS), or their designated state cooperating agencies; (2) as
voluntary wetland restoration, enhancement, and establishment actions documented by the
NRCS or USDA Technical Service Provider pursuant to NRCS Field Office Technical Guide
standards; or (3) on reclaimed surface coal mine lands, in accordance with a Surface Mining
Control and Reclamation Act permit issued by the Office of Surface Mining Reclamation and
Enforcement ( OSMRE) or the applicable state agency, this NWP also authorizes any future
discharge of dredged or fill material associated with the reversion of the area to its documented
prior condition and use (i.e., prior to the restoration, enhancement, or establishment activities).
The reversion must occur within five years after expiration of a limited term wetland restoration
or establishment agreement or permit, and is authorized in these circumstances even if the
discharge occurs after this NWP expires. The five -year reversion limit does not apply to
agreements without time limits reached between the landowner and the FWS, NRCS, FSA,
NMFS, NOS, USFS, or an appropriate state cooperating agency. This NWP also authorizes
discharges of dredged or fill material in waters of the United States for the reversion of wetlands
that were restored, enhanced, or established on prior- converted cropland or on uplands, in
accordance with a binding agreement between the landowner and NRCS, FSA, FWS, or their
designated state cooperating agencies (even though the restoration, enhancement, or
establishment activity did not require a section 404 permit). The prior condition will be
documented in the original agreement or permit, and the determination of return to prior
conditions will be made by the Federal agency or appropriate state agency executing the
agreement or permit. Before conducting any reversion activity the permittee or the appropriate
Federal or state agency must notify the district engineer and include the documentation of the
prior condition. Once an area has reverted to its prior physical condition, it will be subject to
whatever the Corps Regulatory requirements are applicable to that type of land at the time. The
requirement that the activity results in a net increase in aquatic resource functions and services
does not apply to reversion activities meeting the above conditions. Except for the activities
described above, this NWP does not authorize any future discharge of dredged or fill material
associated with the reversion of the area to its prior condition. In such cases a separate permit
would be required for any reversion.
Reporting. For those activities that do not require pre - construction notification, the
permittee must submit to the district engineer a copy of: (1) The binding stream enhancement or
restoration agreement or wetland enhancement, restoration, or establishment agreement, or a
project description, including project plans and location map; (2) the NRCS or USDA Technical
Service Provider documentation for the voluntary stream enhancement or restoration action or
wetland restoration, enhancement, or establishment action; or (3) the SMCRA permit issued by
OSMRE or the applicable state agency. The report must also include information on baseline
ecological conditions on the project site, such as a delineation of wetlands, streams, and /or other
aquatic habitats. These documents must be submitted to the district engineer at least 30 days
prior to commencing activities in waters of the United States authorized by this NWP.

Notification: The permittee must submit a pre - construction notification to the district
engineer prior to commencing any activity (see general condition 31), except for the following
activities:
(1) Activities conducted on non - Federal public lands and private lands, in accordance
with the terms and conditions of a binding stream enhancement or restoration agreement or
wetland enhancement, restoration, or establishment agreement between the landowner and the
U.S. FWS, NRCS, FSA, NMFS, NOS, USFS or their designated state cooperating agencies;
(2) Voluntary stream or wetland restoration or enhancement action, or wetland
establishment action, documented by the NRCS or USDA Technical Service Provider pursuant
to NRCS Field Office Technical Guide standards; or
(3) The reclamation of surface coal mine lands, in accordance with an SMCRA permit
issued by the OSMRE or the applicable state agency.
However, the permittee must submit a copy of the appropriate documentation to the
district engineer to fulfill the reporting requirement. (Sections 10 and 404)
Note: This NWP can be used to authorize compensatory mitigation projects, including
mitigation banks and in -lieu fee projects. However, this NWP does not authorize the reversion of
an area used for a compensatory mitigation project to its prior condition, since compensatory
mitigation is generally intended to be permanent.

NATIONWIDE PERMIT CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations
or otherwise, must be installed and maintained at the permittee's expense on authorized facilities
in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary purpose is to impound
water. All permanent and temporary crossings of waterbodies shall be suitably culverted,
bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of
those aquatic species.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and
48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and /or restricting
its flow must be minimized to the maximum extent practicable.
9. Management of Water Flows. To the maximum extent practicable, the pre - construction
course, condition, capacity, and location of open waters must be maintained for each activity,
including stream channelization and storm water management activities, except as provided
below. The activity must be constructed to withstand expected high flows. The activity must not
restrict or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the pre - construction course,
condition, capacity, and location of open waters if it benefits the aquatic environment (e.g.,
stream restoration or relocation activities).
10. Fills Within 100 -Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on
mats, or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all
exposed soil and other fills, as well as any work below the ordinary high water mark or high tide
line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to
perform work within waters of the United States during periods of low -flow or no -flow.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and
the affected areas returned to pre - construction elevations. The affected areas must be
revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWT general
conditions, as well as any activity - specific conditions added by the district engineer to an NWP
authorization.
15. Single and Complete Project. The activity must be a single and complete project. The
same NWP cannot be used more than once for the same single and complete project.
16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild
and Scenic River System, or in a river officially designated by Congress as a "study river" for
possible inclusion in the system while the river is in an official study status, unless the
appropriate Federal agency with direct management responsibility for such river, has determined
in writing that the proposed activity will not adversely affect the Wild and Scenic River
designation or study status. Information on Wild and Scenic Rivers may be obtained from the
appropriate Federal land management agency responsible for the designated Wild and Scenic
River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land
Management, U.S. Fish and Wildlife Service).

17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including,
but not limited to, reserved water rights and treaty fishing and hunting rights.
18. Endangered Species. (a) No activity is authorized under any NWP which is likely to
directly or indirectly jeopardize the continued existence of a threatened or endangered species or
a species proposed for such designation, as identified under the Federal Endangered Species Act
(ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such
species. No activity is authorized under any NWP which "may affect" a listed species or critical
habitat, unless Section 7 consultation addressing the effects of the proposed activity has been
completed.
(b) Federal agencies should follow their own procedures for complying with the
requirements of the ESA. Federal permittees must provide the district engineer with the
appropriate documentation to demonstrate compliance with those requirements. The district
engineer will review the documentation and determine whether it is sufficient to address ESA
compliance for the NWP activity, or whether additional ESA consultation is necessary.
(c) Non - federal permittees must submit a pre - construction notification to the district
engineer if any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, and shall not begin work
on the activity until notified by the district engineer that the requirements of the ESA have been
satisfied and that the activity is authorized. For activities that might affect Federally - listed
endangered or threatened species or designated critical habitat, the pre - construction notification
must include the name(s) of the endangered or threatened species that might be affected by the
proposed work or that utilize the designated critical habitat that might be affected by the
proposed work. The district engineer will determine whether the proposed activity "may affect"
or will have "no effect" to listed species and designated critical habitat and will notify the non-
Federal applicant of the Corps' determination within 45 days of receipt of a complete pre -
construction notification. In cases where the non - Federal applicant has identified listed species or
critical habitat that might be affected or is in the vicinity of the project, and has so notified the
Corps, the applicant shall not begin work until the Corps has provided notification the proposed
activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation
has been completed. If the non - Federal applicant has not heard back from the Corps within 45
days, the applicant must still wait for notification from the Corps.
(d) As a result of formal or informal consultation with the FWS or NMFS the district
engineer may add species - specific regional endangered species conditions to the NWPs.
(e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g., an
ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the
jurisdiction of the United States to take a listed species, where "take" means to harass, harm,
pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such
conduct. The word "harm" in the definition of "take" means an act which actually kills or injures
wildlife. Such an act may include significant habitat modification or degradation where it
actually kills or injures wildlife by significantly impairing essential behavioral patterns,
including breeding, feeding or sheltering.
on

(f) Information on the location of threatened and endangered species and their critical
habitat can be obtained directly from the offices of the U.S. FWS and NMFS or their world wide
web pages at http: / /www.f\vs.gov/ or httn: / /www.fws.gov/ipac and
htttp : / /www.noaa.gov /fisheries.html respectively.
19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for
obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations
governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle
Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and
Wildlife Service to determine if such "take" permits are required for a particular activity.
20. Historic Properties. (a) In cases where the district engineer determines that the
activity may affect properties listed, or eligible for listing, in the National Register of Historic
Places, the activity is not authorized, until the requirements of Section 106 of the National
Historic Preservation Act (NHPA) have been satisfied.
(b) Federal permittees should follow their own procedures for complying with the
requirements of Section 106 of the National Historic Preservation Act. Federal permittees must
provide the district engineer with the appropriate documentation to demonstrate compliance with
those requirements. The district engineer will review the documentation and determine whether
it is sufficient to address section 106 compliance for the NWP activity, or whether additional
section 106 consultation is necessary.
(c) Non - federal permittees must submit a pre - construction notification to the district
engineer if the authorized activity may have the potential to cause effects to any historic
properties listed on, determined to be eligible for listing on, or potentially eligible for listing on
the National Register of Historic Places, including previously unidentified properties. For such
activities, the pre - construction notification must state which historic properties may be affected
by the proposed work or include a vicinity map indicating the location of the historic properties
or the potential for the presence of historic properties. Assistance regarding information on the
location of or potential for the presence of historic resources can be sought from the State
Historic Preservation Officer or Tribal Historic Preservation Officer, as appropriate, and the
National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre - construction
notifications, district engineers will comply with the current procedures for addressing the
requirements of Section 106 of the National Historic Preservation Act. The district engineer shall
make a reasonable and good faith effort to carry out appropriate identification efforts, which may
include background research, consultation, oral history interviews, sample field investigation,
and field survey. Based on the information submitted and these efforts, the district engineer shall
determine whether the proposed activity has the potential to cause an effect on the historic
properties. Where the non - Federal applicant has identified historic properties on which the
activity may have the potential to cause effects and so notified the Corps, the non - Federal
applicant shall not begin the activity until notified by the district engineer either that the activity
has no potential to cause effects or that consultation under Section 106 of the NHPA has been
completed.
(d) The district engineer will notify the prospective permittee within 45 days of receipt
of a complete pre - construction notification whether NHPA Section 106 consultation is required.
Section 106 consultation is not required when the Corps determines that the activity does not
have the potential to cause effects on historic properties (see 36 CFR §800.3(a)). If NHPA

section 106 consultation is required and will occur, the district engineer will notify the non -
Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If
the non - Federal applicant has not heard back from the Corps within 45 days, the applicant must
still wait for notification from the Corps.
(e) Prospective permittees should be aware that section 110k of the NHPA (16 U.S.C.
470h -2(k)) prevents the Corps from granting a permit or other assistance to an applicant who,
with intent to avoid the requirements of Section 106 of the NHPA, has intentionally significantly
adversely affected a historic property to which the permit would relate, or having legal power to
prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation
with the Advisory Council on Historic Preservation (ACHP), determines that circumstances
justify granting such assistance despite the adverse effect created or permitted by the applicant.
If circumstances justify granting the assistance, the Corps is required to notify the ACHP and
provide documentation specifying the circumstances, the degree of damage to the integrity of
any historic properties affected, and proposed mitigation. This documentation must include any
views obtained from the applicant, SHPO /THPO, appropriate Indian tribes if the undertaking
occurs on or affects historic properties on tribal lands or affects properties of interest to those
tribes, and other parties known to have a legitimate interest in the impacts to the permitted
activity on historic properties.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing
the activity authorized by this permit, you must immediately notify the district engineer of what
you have found, and to the maximum extent practicable, avoid construction activities that may
affect the remains and artifacts until the required coordination has been completed. The district
engineer will initiate the Federal, Tribal and state coordination required to determine if the items
or remains warrant a recovery effort or if the site is eligible for listing in the National Register of
Historic Places.
22. Designated Critical Resource Waters. Critical resource waters include, NOAA-
managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves.
The district engineer may designate, after notice and opportunity for public comment, additional
waters officially designated by a state as having particular environmental or ecological
significance, such as outstanding national resource waters or state natural heritage sites. The
district engineer may also designate additional critical resource waters after notice and
opportunity for public comment.
(a) Discharges of dredged or fill material into waters of the United States are not
authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for
any activity within, or directly affecting, critical resource waters, including wetlands adjacent to
such waters.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38,
notification is required in accordance with general condition 31, for any activity proposed in the
designated critical resource waters including wetlands adjacent to those waters. The district
engineer may authorize activities under these NWPs only after it is determined that the impacts
to the critical resource waters will be no more than minimal.

23. Mitigation. The district engineer will consider the following factors when
determining appropriate and practicable mitigation necessary to ensure that adverse effects on
the aquatic environment are minimal:
(a) The activity must be designed and constructed to avoid and minimize adverse effects,
both temporary and permanent, to waters of the United States to the maximum extent practicable
at the project site (i.e., on site).
(b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or
compensating for resource losses) will be required to the extent necessary to ensure that the
adverse effects to the aquatic environment are minimal.
(c) Compensatory mitigation at a minimum one -for -one ratio will be required for all
wetland losses that exceed 1/10 -acre and require pre - construction notification, unless the district
engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse effects of the proposed activity are minimal, and
provides a project - specific waiver of this requirement. For wetland losses of 1 /10 -acre or less
that require pre - construction notification, the district engineer may determine on a case -by -case
basis that compensatory mitigation is required to ensure that the activity results in minimal
adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset
losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332.
(1) The prospective perminee is responsible for proposing an appropriate compensatory
mitigation option if compensatory mitigation is necessary to ensure that the activity results in
minimal adverse effects on the aquatic environment.
(2) Since the likelihood of success is greater and the impacts to potentially valuable
uplands are reduced, wetland restoration should be the first compensatory mitigation option
considered.
(3) If permittee- responsible mitigation is the proposed option, the prospective permittee is
responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be
used by the district engineer to make the decision on the NWP verification request, but a final
mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) — (14) must be
approved by the district engineer before the permittee begins work in waters of the United States,
unless the district engineer determines that prior approval of the final mitigation plan is not
practicable or not necessary to ensure timely completion of the required compensatory mitigation
(see 33 CFR 332.3(k)(3)).
(4) If mitigation bank or in -lieu fee program credits are the proposed option, the
mitigation plan only needs to address the baseline conditions at the impact site and the number of
credits to be provided.
(5) Compensatory mitigation requirements (e.g., resource type and amount to be provided
as compensatory mitigation, site protection, ecological performance standards, monitoring
requirements) may be addressed through conditions added to the NWP authorization, instead of
components of a compensatory mitigation plan.
(d) For losses of streams or other open waters that require pre - construction notification,
the district engineer may require compensatory mitigation, such as stream rehabilitation,
enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the
aquatic environment.
(e) Compensatory mitigation will not be used to increase the acreage losses allowed by
the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2 -acre, it
cannot be used to authorize any project resulting in the loss of greater than 1/2 -acre of waters of
6

the United States, even if compensatory mitigation is provided that replaces or restores some of
the lost waters. However, compensatory mitigation can and should be used, as necessary, to
ensure that a project already meeting the established acreage limits also satisfies the minimal
impact requirement associated with the NWPs.
(f) Compensatory mitigation plans for projects in or near streams or other open waters
will normally include a requirement for the restoration or establishment, maintenance, and legal
protection (e.g., conservation easements) of riparian areas next to open waters. In some cases,
riparian areas may be the only compensatory mitigation required. Riparian areas should consist
of native species. The width of the required riparian area will address documented water quality
or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each
side of the stream, but the district engineer may require slightly wider riparian areas to address
documented water quality or habitat loss concerns. If it is not possible to establish a riparian area
on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or
establishing a riparian area along a single bank or shoreline may be sufficient. Where both
wetlands and open waters exist on the project site, the district engineer will determine the
appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based
on what is best for the aquatic environment on a watershed basis. In cases where riparian areas
are determined to be the most appropriate form of compensatory mitigation, the district engineer
may waive or reduce the requirement to provide wetland compensatory mitigation for wetland
losses.
(g) Permittees may propose the use of mitigation banks, in -lieu fee programs, or separate
permittee- responsible mitigation. For activities resulting in the loss of marine or estuarine
resources, permittee- responsible compensatory mitigation may be environmentally preferable if
there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine
credits available for sale or transfer to the permittee. For permittee- responsible mitigation, the
special conditions of the NWP verification must clearly indicate the parry or parties responsible
for the implementation and performance of the compensatory mitigation project, and, if required,
its long -term management.
(h) Where certain functions and services of waters of the United States are permanently
adversely affected, such as the conversion of a forested or scrub -shrub wetland to a herbaceous
wetland in a permanently maintained utility line right -of -way, mitigation may be required to
reduce the adverse effects of the project to the minimal level.
24. Safety of Impoundment Structures. To ensure that all impoundment structures are
safely designed, the district engineer may require non - Federal applicants to demonstrate that the
structures comply with established state dam safety criteria or have been designed by qualified
persons. The district engineer may also require documentation that the design has been
independently reviewed by similarly qualified persons, and appropriate modifications made to
ensure safety.
25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have
not previously certified compliance of an NWP with CWA Section 401, individual 401 Water
Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or
State or Tribe may require additional water quality management measures to ensure that the
authorized activity does not result in more than minimal degradation of water quality.
10

26. Coastal Zone Management. In coastal states where an NWP has not previously
received a state coastal zone management consistency concurrence, an individual state coastal
zone management consistency concurrence must be obtained, or a presumption of concurrence
must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional
measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
27. Regional and Case -By -Case Conditions. The activity must comply with any regional
conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with
any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its
section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act
consistency determination.
28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the United States
authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified
acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14,
with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters
of the United States for the total project cannot exceed 1/3 -acre.
29. Transfer of Nationwide Permit Verifications. If the permittee sells the property
associated with a nationwide permit verification, the permittee may transfer the nationwide
permit verification to the new owner by submitting a letter to the appropriate Corps district office
to validate the transfer. A copy of the nationwide permit verification must be attached to the
letter, and the letter must contain the following statement and signature:
"When the structures or work authorized by this nationwide permit are still in existence at
the time the property is transferred, the terms and conditions of this nationwide permit, including
any special conditions, will continue to be binding on the new owner(s) of the property. To
validate the transfer of this nationwide permit and the associated liabilities associated with
compliance with its terms and conditions, have the transferee sign and date below."
(Transferee)
(Date)
30. Compliance Certification. Each permittee who receives an NWP verification letter
from the Corps must provide a signed certification documenting completion of the authorized
activity and any required compensatory mitigation. The success of any required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be
addressed separately by the district engineer. The Corps will provide the permittee the
certification document with the NWP verification letter. The certification document will
include:
11

(a) A statement that the authorized work was done in accordance with the NWP
authorization, including any general, regional, or activity- specific conditions;
(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu
fee program are used to satisfy the compensatory mitigation requirements, the certification must
include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured
the appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the work and mitigation.
31. Pre - Construction Notification. (a) Timing. Where required by the terms of the NWP,
the prospective permittee must notify the district engineer by submitting a pre - construction
notification (PCN) as early as possible. The district engineer must determine if the PCN is
complete within 30 calendar days of the date of receipt and, if the PCN is determined to be
incomplete, notify the prospective permittee within that 30 day period to request the additional
information necessary to make the PCN complete. The request must specify the information
needed to make the PCN complete. As a general rule, district engineers will request additional
information necessary to make the PCN complete only once. However, if the prospective
permittee does not provide all of the requested information, then the district engineer will notify
the prospective permittee that the PCN is still incomplete and the PCN review process will not
commence until all of the requested information has been received by the district engineer. The
prospective permittee shall not begin the activity until either:
(1) Be or she is notified in writing by the district engineer that the activity may proceed
under the NWP with any special conditions imposed by the district or division engineer; or
(2) 45 calendar days have passed from the district engineer's receipt of the complete PCN
and the prospective permittee has not received written notice from the district or division
engineer. However, if the permittee was required to notify the Corps pursuant to general
condition 18 that listed species or critical habitat might be affected or in the vicinity of the
project, or to notify the Corps pursuant to general condition 20 that the activity may have the
potential to cause effects to historic properties, the permittee cannot begin the activity until
receiving written notification from the Corps that there is "no effect" on listed species or "no
potential to cause effects" on historic properties, or that any consultation required under Section
7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or Section 106 of the National
Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under
NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the
proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee
may not begin the activity until the district engineer issues the waiver. If the district or division
engineer notifies the permittee in writing that an individual permit is required within 45 calendar
days of receipt of a complete PCN, the permittee cannot begin the activity until an individual
permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be
modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR
330.5(d)(2).
(b) Contents of Pre - Construction Notification: The PCN must be in writing and include
the following information:
(1) Name, address and telephone numbers of the prospective permittee;
(2) Location of the proposed project;
12

(3) A description of the proposed project; the project's purpose; direct and indirect
adverse environmental effects the project would cause, including the anticipated amount of loss
of water of the United States expected to result from the NWP activity, in acres, linear feet, or
other appropriate unit of measure; any other NWP(s), regional general permit(s), or individual
permit(s) used or intended to be used to authorize any part of the proposed project or any related
activity. The description should be sufficiently detailed to allow the district engineer to
determine that the adverse effects of the project will be minimal and to determine the need for
compensatory mitigation. Sketches should be provided when necessary to show that the activity
complies with the terms of the NWP. (Sketches usually clarify the project and when provided
results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative
description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed
engineering plans);
(4) The PCN must include a delineation of wetlands, other special aquatic sites, and other
waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the
project site. Wetland delineations must be prepared in accordance with the current method
required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and
other waters on the project site, but there may be a delay if the Corps does the delineation,
especially if the project site is large or contains many waters of the United States. Furthermore,
the 45 day period will not start until the delineation has been submitted to or completed by the
Corps, as appropriate;
(5) If the proposed activity will result in the loss of greater than 1/10 -acre of wetlands and
a PCN is required, the prospective permittee must submit a statement describing how the
mitigation requirement will be satisfied, or explaining why the adverse effects are minimal and
why compensatory mitigation should not be required. As an alternative, the prospective
permittee may submit a conceptual or detailed mitigation plan.
(6) If any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, for non - Federal applicants
the PCN must include the name(s) of those endangered or threatened species that might be
affected by the proposed work or utilize the designated critical habitat that may be affected by
the proposed work. Federal applicants must provide documentation demonstrating compliance
with the Endangered Species Act; and
(7) For an activity that may affect a historic property listed on, determined to be eligible
for listing on, or potentially eligible for listing on, the National Register of Historic Places, for
non - Federal applicants the PCN must state which historic property may be affected by the
proposed work or include a vicinity map indicating the location of the historic property. Federal
applicants must provide documentation demonstrating compliance with Section 106 of the
National Historic Preservation Act.
(c) Form of Pre - Construction Notification: The standard individual permit application
form (Form ENG 4345) may be used, but the completed application form must clearly indicate
that it is a PCN and must include all of the information required in paragraphs (b)(1) through (7)
of this general condition. A letter containing the required information may also be used.
(d) Agency Coordination: (1) The district engineer will consider any comments from
Federal and state agencies concerning the proposed activity's compliance with the terms and
conditions of the NWPs and the need for mitigation to reduce the project's adverse
environmental effects to a minimal level.
13

(2) For all NWP activities that require pre - construction notification and result in the loss
of greater than 1/2 -acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50,
51, and 52 activities that require pre - construction notification and will result in the loss of greater
than 300 linear feet of intermittent and ephemeral stream bed, and for all NWP 48 activities that
require pre- construction notification, the district engineer will immediately provide (e.g., via e-
mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the
complete PCN to the appropriate Federal or state offices (U.S. FWS, state natural resource or
water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic
Preservation Office (THPO), and, if appropriate, the NMFS). With the exception of NWP 37,
these agencies will have 10 calendar days from the date the material is transmitted to telephone
or fax the district engineer notice that they intend to provide substantive, site - specific comments.
The comments must explain why the agency believes the adverse effects will be more than
minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar
days before making a decision on the pre - construction notification. The district engineer will
fully consider agency comments received within the specified time frame concerning the
proposed activity's compliance with the terms and conditions of the NWPs, including the need
for mitigation to ensure the net adverse environmental effects to the aquatic environment of the
proposed activity are minimal. The district engineer will provide no response to the resource
agency, except as provided below. The district engineer will indicate in the administrative record
associated with each pre - construction notification that the resource agencies' concerns were
considered. For NWP 37, the emergency watershed protection and rehabilitation activity may
proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of
property or economic hardship will occur. The district engineer will consider any comments
received to decide whether the NWP 37 authorization should be modified, suspended, or revoked
in accordance with the procedures at 33 CFR 330.5.
(3) In cases of where the prospective permittee is not a Federal agency, the district
engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential
Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the
Magnuson- Stevens Fishery Conservation and Management Act.
(4) Applicants are encouraged to provide the Corps with either electronic files or multiple
copies of pre- construction notifications to expedite agency coordination.
D. District Engineer's Decision
1. In reviewing the PCN for the proposed activity, the district engineer will determine
whether the activity authorized by the NWP will result in more than minimal individual or
cumulative adverse environmental effects or may be contrary to the public interest. For a linear
project, this determination will include an evaluation of the individual crossings to determine
whether they individually satisfy the terms and conditions of the NWP(s), as well as the
cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a
waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an
otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or
52, the district engineer will only grant the waiver upon a written determination that the NWP
activity will result in minimal adverse effects. When making minimal effects determinations the
district engineer will consider the direct and indirect effects caused by the NWP activity. The
district engineer will also consider site specific factors, such as the environmental setting in the
14

vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the
functions provided by the aquatic resources that will be affected by the NWP activity, the degree
or magnitude to which the aquatic resources perform those functions, the extent that aquatic
resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the
duration of the adverse effects (temporary or permanent), the importance of the aquatic resource
functions to the region (e.g., watershed or ecoregion), and mitigation required by the district
engineer. If an appropriate functional assessment method is available and practicable to use, that
assessment method may be used by the district engineer to assist in the minimal adverse effects
determination. The district engineer may add case - specific special conditions to the NWP
authorization to address site - specific environmental concerns.
2. If the proposed activity requires a PCN and will result in a loss of greater than 1/10 -
acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN.
Applicants may also propose compensatory mitigation for projects with smaller impacts. The
district engineer will consider any proposed compensatory mitigation the applicant has included
in the proposal in determining whether the net adverse environmental effects to the aquatic
environment of the proposed activity are minimal. The compensatory mitigation proposal may be
either conceptual or detailed. If the district engineer determines that the activity complies with
the terms and conditions of the NWP and that the adverse effects on the aquatic environment are
minimal, after considering mitigation, the district engineer will notify the permittee and include
any activity - specific conditions in the NWP verification the district engineer deems necessary.
Conditions for compensatory mitigation requirements must comply with the appropriate
provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan
before the permittee commences work in waters of the United States, unless the district engineer
determines that prior approval of the final mitigation plan is not practicable or not necessary to
ensure timely completion of the required compensatory mitigation. If the prospective permittee
elects to submit a compensatory mitigation plan with the PCN, the district engineer will
expeditiously review the proposed compensatory mitigation plan. The district engineer must
review the proposed compensatory mitigation plan within 45 calendar days of receiving a
complete PCN and determine whether the proposed mitigation would ensure no more than
minimal adverse effects on the aquatic environment. If the net adverse effects of the project on
the aquatic environment (after consideration of the compensatory mitigation proposal) are
determined by the district engineer to be minimal, the district engineer will provide a timely
written response to the applicant. The response will state that the project can proceed under the
terms and conditions of the NWP, including any activity - specific conditions added to the NWP
authorization by the district engineer.
3. If the district engineer determines that the adverse effects of the proposed work are
more than minimal, then the district engineer will notify the applicant either: (a) That the project
does not qualify for authorization under the NWP and instruct the applicant on the procedures to
seek authorization under an individual permit; (b) that the project is authorized under the NWP
subject to the applicant's submission of a mitigation plan that would reduce the adverse effects
on the aquatic environment to the minimal level; or (c) that the project is authorized under the
NWP with specific modifications or conditions. Where the district engineer determines that
mitigation is required to ensure no more than minimal adverse effects occur to the aquatic
environment, the activity will be authorized within the 45 -day PCN period, with activity - specific
15

conditions that state the mitigation requirements. The authorization will include the necessary
conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that
would reduce the adverse effects on the aquatic environment to the minimal level. When
mitigation is required, no work in waters of the United States may occur until the district
engineer has approved a specific mitigation plan or has determined that prior approval of a final
mitigation plan is not practicable or not necessary to ensure timely completion of the required
compensatory mitigation.
1. District Engineers have authority to determine if an activity complies with the terms
and conditions of an NWT.
2. NWPs do not obviate the need to obtain other federal, state, or local permits,
approvals, or authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal project.
Best management practices (BMPs): Policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BMPs are categorized as structural or non - structural.
Compensatory mitigation: The restoration (re- establishment or rehabilitation),
establishment (creation), enhancement, and /or in certain circumstances preservation of aquatic
resources for the purposes of offsetting unavoidable adverse impacts which remain after all
appropriate and practicable avoidance and minimization has been achieved.
Currently serviceable: Useable as is or with some maintenance, but not so degraded as to
essentially require reconstruction.
Direct effects: Effects that are caused by the activity and occur at the same time and
place.
Discharge: The term "discharge" means any discharge of dredged or fill material.
Enhancement: The manipulation of the physical, chemical, or biological characteristics of
an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s).
Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a
decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic
resource area.
Ephemeral stream: An ephemeral stream has flowing water only during, and for a short
duration after, precipitation events in a typical year. Ephemeral stream beds are located above the
water table year- round. Groundwater is not a source of water for the stream. Runoff from rainfall
is the primary source of water for stream flow.
Establishment (creation): The manipulation of the physical, chemical, or biological
characteristics present to develop an aquatic resource that did not previously exist at an upland
site. Establishment results in a gain in aquatic resource area.
High Tide Line: The line of intersection of the land with the water's surface at the
maximum height reached by a rising tide. The high tide line may be determined, in the absence
16

of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of
fine shell or debris on the foreshore or berm, other physical markings or characteristics,
vegetation lines, tidal gages, or other suitable means that delineate the general height reached by
a rising tide. The line encompasses spring high tides and other high tides that occur with periodic
frequency but does not include storm surges in which there is a departure from the normal or
predicted reach of the tide due to the piling up of water against a coast by strong winds such as
those accompanying a hurricane or other intense storm.
Historic Property: Any prehistoric or historic district, site (including archaeological site),
building, structure, or other object included in, or eligible for inclusion in, the National Register
of Historic Places maintained by the Secretary of the Interior. This term includes artifacts,
records, and remains that are related to and located within such properties. The term includes
properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian
organization and that meet the National Register criteria (36 CFR part 60).
Independent utility: A_test to determine what constitutes a single and complete non - linear
project in the Corps regulatory program. A project is considered to have independent utility if it
would be constructed absent the construction of other projects in the project area. Portions of a
multi -phase project that depend upon other phases of the project do not have independent utility.
Phases of a project that would be constructed even if the other phases were not built can be
considered as separate single and complete projects with independent utility.
Indirect effects: Effects that are caused by the activity and are later in time or farther
removed in distance, but are still reasonably foreseeable.
Intermittent stream: An intermittent stream has flowing water during certain times of the
year, when groundwater provides water for stream flow. During dry periods, intermittent streams
may not have flowing water. Runoff from rainfall is a supplemental source of water for stream
flow.
Loss of waters of the United States: Waters of the United States that are permanently
adversely affected by filling, flooding, excavation, or drainage because of the regulated activity.
Permanent adverse effects include permanent discharges of dredged or fill material that change
an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a
waterbody. The acreage of loss of waters of the United States is a threshold measurement of the
impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is
not a net threshold that is calculated after considering compensatory mitigation that may be used
to offset losses of aquatic functions and services. The loss of stream bed includes the linear feet
of stream bed that is filled or excavated. Waters of the United States temporarily filled, flooded,
excavated, or drained, but restored to pre - construction contours and elevations after construction,
are not included in the measurement of loss of waters of the United States. Impacts resulting
from activities eligible for exemptions under Section 404(f) of the Clean Water Act are not
considered when calculating the loss of waters of the United States.
Non -tidal wetland: A non -tidal wetland is a wetland that is not subject to the ebb and
flow of tidal waters. The definition of a wetland can be found at 33 CFR 328.3(b). Non -tidal
wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high
tide line).
Open water: For purposes of the NWPs, an open water is any area that in a year with
normal patterns of precipitation has water flowing or standing above ground to the extent that an
ordinary high water mark can be determined. Aquatic vegetation within the area of standing or
17

flowing water is either non - emergent, sparse, or absent. Vegetated shallows are considered to be
open waters. Examples of "open waters" include rivers, streams, lakes, and ponds.
Ordinary High Water Mark: An ordinary high water mark is a line on the shore
established by the fluctuations of water and indicated by physical characteristics, or by other
appropriate means that consider the characteristics of the surrounding areas (see 33 CFR
328.3(e)).
Perennial stream: A perennial stream has flowing water year -round during a typical year.
The water table is located above the stream bed for most of the year. Groundwater is the primary
source of water for stream flow. Runoff from rainfall is a supplemental source of water for
stream flow.
Practicable: Available and capable of being done after taking into consideration cost,
existing technology, and logistics in light of overall project purposes.
Pre - construction notification: A request submitted by the project proponent to the Corps
for confirmation that a particular activity is authorized by nationwide permit. The request may be
a permit application, letter, or similar document that includes information about the proposed
work and its anticipated environmental effects. Pre - construction notification may be required by
the terms and conditions of a nationwide permit, or by regional conditions. A pre - construction
notification may be voluntarily submitted in cases where pre - construction notification is not
required and the project proponent wants confirmation that the activity is authorized by
nationwide permit.
Preservation: The removal of a threat to, or preventing the decline of, aquatic resources
by an action in or near those aquatic resources. This term includes activities commonly
associated with the protection and maintenance of aquatic resources through the implementation
of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic
resource area or functions.
Re- establishment: The manipulation of the physical, chemical, or biological
characteristics of a site with the goal of returning natural /historic functions to a former aquatic
resource. Re- establishment results in rebuilding a former aquatic resource and results in a gain in
aquatic resource area and functions.
Rehabilitation: The manipulation of the physical, chemical, or biological characteristics
of a site with the goal of repairing natural/historic functions to a degraded aquatic resource.
Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in
aquatic resource area.
Restoration: The manipulation of the physical, chemical, or biological characteristics of a
site with the goal of returning natural/historic functions to a former or degraded aquatic resource.
For the purpose of tracking net gains in aquatic resource area, restoration is divided into two
categories: re- establishment and rehabilitation.
Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the
404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections
of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid
movement of water over a course substrate in riffles results in a rough flow, a turbulent surface,
and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A
slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize
Pools.
Riparian areas: Riparian areas are lands adjacent to streams, lakes, and estuarine- marine
shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through
10

which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine
waters with their adjacent wetlands, non - wetland waters, or uplands. Riparian areas provide a
variety of ecological functions and services and help improve or maintain local water quality.
(See general condition 23.)
Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase
shellfish production. Shellfish seed consists of immature individual shellfish or individual
shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist
of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish
habitat.
Single and complete linear project: A linear project is a project constructed for the
purpose of getting people, goods, or services from a point of origin to a terminal point, which
often involves multiple crossings of one or more waterbodies at separate and distant locations.
The term "single and complete project" is defined as that portion of the total linear project
proposed or accomplished by one owner /developer or partnership or other association of
owners /developers that includes all crossings of a single water of the United States (i.e., a single
waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies
several times at separate and distant locations, each crossing is considered a single and complete
project for purposes ofNWl? authorization. However, individual channels in a braided stream or
river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate
waterbodies, and crossings of such features cannot be considered separately.
Single and complete non - linear project: For non - linear projects, the term "single and
complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by
one owner /developer or partnership or other association of owners /developers. A single and
complete non - linear project must have independent utility (see definition of "independent
utility "). Single and complete non - linear projects may not be "piecemealed" to avoid the limits
in an NWP authorization.
Stormwater management: Stormwater management is the mechanism for controlling
stormwater runoff for the purposes of reducing downstream erosion, water quality degradation,
and flooding and mitigating the adverse effects of changes in land use on the aquatic
environment.
Stormwater management facilities: Stormwater management facilities are those facilities,
including but not limited to, stormwater retention and detention ponds and best management
practices, which retain water for a period of time to control runoff and /or improve the quality
(i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other
pollutants) of stormwater runoff.
Stream bed: The substrate of the stream channel between the ordinary high water marks.
The substrate may be bedrock or inorganic particles that range in size from clay to boulders.
Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not
considered part of the stream bed.
Stream channelization: The manipulation of a stream's course, condition, capacity, or
location that causes more than minimal interruption of normal stream processes. A channelized
stream remains a water of the United States.
Structure: An object that is arranged in a definite pattern of organization. Examples of
structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir,
boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent
19

mooring structure, power transmission line, permanently moored floating vessel, piling, aid to
navigation, or any other manmade obstacle or obstruction.
Tidal wetland: A tidal wetland is a wetland (i.e., water of the United States) that is
inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR
328.3(b) and 33 CFR 328.3(fl, respectively. Tidal waters rise and fall in a predictable and
measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end
where the rise and fall of the water surface can no longer be practically measured in a predictable
rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located
channelward of the high tide line, which is defined at 33 CFR 328.3(d).
Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1)
Guidelines. They are areas that are permanently inundated and under normal circumstances have
rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of
vascular rooted plants in freshwater systems.
Waterbodv:For purposes of the NWPs, a waterbody is a jurisdictional water of the
United States. If a jurisdictional wetland is adjacent —meaning bordering, contiguous, or
neighboring — to a waterbody determined to be a water of the United States under 33 CFR
328.3(a)(I) -(6), that waterbody and its adjacent wetlands are considered together as a single
aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes,
ponds, and wetlands.
M

Final Regional Conditions 2012
NOTICE ABOUT WEB LINKS IN THIS DOCUMENT.
The web links (both internal to our District and any external links to collaborating agencies) in
this document are valid at the time ofpublication. However, the Wilmington District Regulatory
Program web page addresses, as with other agency web sites, may change over the timeframe of
the five year Nationwide Permit renewal cycle, in response to policy mandates or technology
advances. While we will make every effort to check on the integrity of our web links and provide
re- direct pages whenever possible, we ask that you report any broken links to us so we can keep
the page information current and usable. We apologize in advanced for any broken links that
you may encounter, and we ask that you navigate from the regulatory home page (wetlands and
stream permits) of the Wilmington District Corps of Engineers, to the "Permits" section of our
web site to find links for pages that cannot be found by clicking directly on the listed web link in
this document.
Final 2012 Regional Conditions for Nationwide Permits (NWP) in the
Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
( NCDMF) or the North Carolina Wildlife Resources Commission ( NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior
written approval from NCDMF or NCWRC and the Corps.
1.2 Trout Waters Moratorium
Waters of the United States in the twenty -five designated trout counties of North Carolina are
excluded during the period between October 15 and April 15 without prior written approval from
the NCWRC. (See Section 2.7 for a list of the twenty -five trout counties).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the
period between February 1 and June 30, without prior written approval from the NMFS.
21

2.0 Waters Requiring Additional Notification
The Corps has identified waters that will be subject to additional notification requirements for
activities authorized by all NWP's. These waters are:
2.1 Western NC Counties that Drain to Designated Critical Habitat
For proposed activities within Waters of the U.S. that require a Pre - Construction Notification
pursuant to General Condition 31 (PCN) and are located in the sixteen counties listed below,
applicants must provide a copy of the PCN to the US Fish and Wildlife Service, 160 Zillicoa
Street, Asheville, North Carolina 28801. This PCN must be sent concurrently to the US Fish and
Wildlife Service and the Corps Asheville Regulatory Field Office. Please see General Condition
18 for specific notification requirements related to Federally Endangered Species and the
following website for information on the location of designated critical habitat.
Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville US Fish and Wildlife Service: Avery, Cherokee, Forsyth, Graham, Haywood,
Henderson, Jackson, Macon Mecklenburg, Mitchell, Stokes, Surry, Swain, Transylvania, Union
and Yancey.
Website and office addresses for Endangered Species Act Information:
The Wilmington District has developed the following website for applicants which provides
guidelines on how to review linked websites and maps in order to fulfill NWP general condition
18 requirements: hqp:// www .saw.usace.army.mil/wetlands/ESA
Applicants who do not have intemet access may contact the appropriate US Fish and Wildlife
Service offices listed below or the US Army Corps of Engineers at (910) 251- 4633:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Asheville US Fish and Wildlife Service Office counties: All
counties west of and including Anson, Stanly, Davidson, Forsyth and Stokes Counties
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636 -3726
Telephone: [phone]
Raleigh US Fish and Wildlife Service Office counties: all counties east of and including
Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties.
22

2.2 Special Designation Waters
Prior to the use of any NWP in any of the following identified waters and contiguous wetlands in
North Carolina, applicants must comply with Nationwide Permit General Condition 31 (PCN).
The North Carolina waters and contiguous wetlands that require additional notification
requirements are:
"Outstanding Resource Waters" (ORW) or "High Quality Waters" (HQW) as designated by the
North Carolina Environmental Management Commission; "Inland Primary Nursery Areas"
(IPNA) as designated by the NCWRC; "Contiguous Wetlands" as defined by the North Carolina
Environmental Management Commission; or "Primary Nursery Areas" (PNA) as designated by
the North Carolina Marine Fisheries Commission.
2.3 Coastal Area Management Act (CAMA) Areas of Environmental Concern
Non - federal applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in
the twenty (20) counties of Eastern North Carolina covered by the North Carolina Coastal Area
Management Act (CAMA) must also obtain the required CAMA permit. Development activities
for non - federal projects may not commence until a copy of the approved CAMA permit is
furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field
Office — 69 Darlington Avenue, Wilmington, NC 28403 or Washington Field Office — 2407
West 5th Street, Washington, NC 27889).
2.4 Barrier Islands
Prior to the use of any NWP on a barrier island of North Carolina, applicants must comply with
Nationwide Permit General Condition 31 (PCN).
2.5 Mountain or Piedmont Bogs
Prior to the use of any NWP in a Bog classified by the North Carolina Wetland Assessment
Methodology ( NCWAM), applicants shall comply with Nationwide Permit General Condition 31
(PCN). The latest version of NCWAM is located on the NC DWQ web site at:
httn: / /t)ortal.nedenr.ora /web /wq /s" /wsMdu /ncwam .
2.6 Animal Waste Facilities
Prior to use of any NWP for construction of animal waste facilities in waters of the US, including
wetlands, applicants shall comply with Nationwide Permit General Condition 31 (PCN).
2.7 Trout Waters
Prior to any discharge of dredge or fill material into streams or waterbodies within the twenty -
five (25) designated trout counties of North Carolina, the applicant shall comply with
Nationwide Permit General Condition 31 (PCN). The applicant shall also provide a copy of the
notification to the appropriate NCWRC office to facilitate the determination of any potential
23

impacts to designated Trout Waters. Notification to the Corps of Engineers will include a
statement with the name of the NC WRC biologist contacted, the date of the notification, the
location of work, a delineation of wetlands, a discussion of alternatives to working in the
mountain trout waters, why alternatives were not selected, and a plan to provide compensatory
mitigation for all unavoidable adverse impacts to mountain trout waters.
NCWRC and NC Trout Counties
Western Piedmont Region
Coordinator
Alleghany
Caldwell
Watauga
20830 Great Smoky Mtn.
Ex resswa
Ashe
Mitchell
Wilkes
Waynesville, NC 28786
Avery
Stokes
Swain
Telephone: [phone]
Burke
Surry
Transylvania
Mountain Region Coordinator
Buncombe
Henderson
Polk
20830 Great Smoky Mtn.
Expressway
Cherokee
Jackson
Rutherford
Waynesville, NC 28786
Clay
Macon
Swain
Telephone: [phone]
Graham
Madison
Transylvania
Fax: (828 ) 452 -7772
Haywood
McDowell
Yancey
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:
3.1 Limitation of Loss of Perennial Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of greater than
300 total linear feet of perennial, intermittent or ephemeral stream, unless the District
Commander has waived the 300 linear foot limit for ephemeral and intermittent streams on a
case -by -case basis and he determines that the proposed activity will result in minimal individual
and cumulative adverse impacts to the aquatic environment. Loss of stream includes the linear
feet of stream bed that is filled, excavated, or flooded by the proposed activity. Waivers for the
loss of ephemeral and intermittent streams must be in writing and documented by
appropriate /accepted stream quality assessments *. This waiver only applies to the 300 linear feet
threshold for NWPs.
*NOTE: Applicants should utilize the most current methodology prescribed by Wilmington
District to assess stream function and quality. Information can be found at:
http: / /www.saw.usace. army. mil /wetlands /permits /nwp /nwp2012 (see "Quick Links ")
1"'

3.2 Mitigation for Loss of Stream Bed
For,any NWP that results in a loss of more than 150 linear feet of perennial and /or
ephemeral /intermittent stream, the applicant shall provide a mitigation proposal to compensate
for more than minimal individual and cumulative adverse impacts to the aquatic environment.
For stream losses less than 150 linear feet, that require a PCN, the District Commander may
determine, on a case -by -case basis that compensatory mitigation is required to ensure that the
activity results in minimal adverse effect on the aquatic environment.
3.3 Pre - construction Notification for Loss of Streambed Exceeding 150 Feet.
Prior to use of any NWT for any activity which impacts more than 150 total linear feet of
perennial stream or ephemeral/ intermittent stream, the applicant must comply with Nationwide
Permit General Condition 31 (PCN). This applies to NWPs that do not have specific notification
requirements. If a NWP has specific notification requirements, the requirements of the NWP
should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete,
including bags of uncured concrete, may not come into contact with the water in or entering into
waters of the US. Water inside coffer dams or casings that has been in contact with wet concrete
shall only be returned to waters of the US when it is no longer poses a threat to aquatic
organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following
measures shall be applied:
3.5.1. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters.
3.5.2. The placement of riprap shall be limited to the areas depicted on submitted work plan
drawings.
3.5.3. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.4. It shall be of a size sufficient to prevent its movement from the authorized alignment by
natural forces under normal conditions.
3.5.5. The riprap material shall consist of clean rock or masonry material such as, but not limited
to, granite, marl, or broken concrete.
25

3.5.6. A waiver from the specifications in this Regional Condition may be requested in writing.
The waiver will only be issued if it can be demonstrated that the impacts of complying with this
Regional condition would result in greater adverse impacts to the aquatic environment.
3.6 Safe Passage Requirements for Culvert Placement
For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction /installation that will promote the safe passage of fish and other aquatic
organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert
should not be modified by widening the stream channel or by reducing the depth of the stream in
connection with the construction activity. The width, height, and gradient of a proposed culvert
should be such as to pass the average historical low flow and spring flow without adversely
altering flow velocity. Spring flow should be determined from gage data, if available. In the
absence of such data, bankfull flow can be used as a comparable level.
In the twenty (20) counties of North Carolina designated as coastal counties by the Coastal Area
Management Act (CAMA): All pipes /culverts must be sufficiently sized to allow for the burial of
the bottom of the pipe /culvert at least one foot below normal bed elevation when they are placed
within the Public Trust Area of Environmental Concern (AEC) and /or the Estuarine Waters AEC
as designated by CAMA, and/or all streams appearing as blue lines on United States Geological
Survey (USGS) 7.5- minute quadrangle maps.
Circular
Culvert
I
12 Inches
4
Invert
In all other counties: Culverts greater than 48 inches in diameter will be buried at least one foot
below the bed of the stream. Culverts 48 inches in diameter or less shall be buried or placed on
the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall
be made to maintain the existing channel slope. The bottom of the culvert must be placed at a
26

depth below the natural stream bottom to provide for passage during drought or low flow
conditions.
Culverts are to be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and
appropriate actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested in writing. The waiver
will be issued if it can be demonstrated that the proposal would result in the least impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a
manner that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not
have to be buried.
3.7 Notification to NCDENR Shellfish Sanitation Section
Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or
removing sediment from an area closed to shell fishing where the effluent may be released to an
area open for shell fishing or swimming in order to avoid contamination from the disposal area
and cause a temporary shellfish closure to be made. Such notification shall also be provided to
the appropriate Corps of Engineers Regulatory Field Office. Any disposal of sand to the ocean
beach should occur between November 1 and April 30 when recreational usage is low. Only
clean sand should be used and no dredged sand from closed shell fishing areas may be used. If
beach disposal were to occur at times other than stated above or if sand from a closed shell
fishing area is to be used, a swimming advisory shall be posted, and a press release shall be
issued by the permittee.
3.8 Preservation of Submerged Aquatic Vegetation
Adverse impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP
within any of the twenty coastal counties defined by North Carolina's Coastal Area Management
Act of 1974 (LAMA).
3.9 Sedimentation and Erosion Control Structures and Measures
3.9.1. All PCNs will identify and describe sedimentation and erosion control structures and
measures proposed for placement in waters of the US. The structures and measures should be
depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands
and streams.
27

4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #27 — Aquatic Habitat Restoration, Establishment, and Enhancement Activities.
4.1.1. If you are under contract to the North Carolina Ecosystem Enhancement Program
(NCEEP) and are supplying a PCN for impacts associated with a mitigation project that will be
used to supply mitigation credits to NCEEP, the PCN must include a cover letter from the
NCEEP stating that they have reviewed and approved your restoration plan.
M.

Beverly Eaves Perdue
Governor
Charles Wakild, P. E.
Director
March 30, 2012
Resources
Dee Freeman
Secretary
DWQ Project # 12 -0107
Beaufort County
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Furness:
You have our approval, in accordance with the attached conditions and those listed below,
to place fill within or otherwise temporarily impact 381 acres of wetlands by soil disturbance
and fill /plug 15.19 acres of waters for the purpose of wetland restoration /reestablishment and
enhancement at the subject property, as described within your application dated February
1 st, 2012 and received by the N.C. Division of Wafer Quality (DWQ) on February 9t" , 2012. After
reviewing your application, the proposed impacts are covered by General Water Quality
Certification Number(s) 3689 (GC3689). The Certifications) allows you to use Nationwide
Permit(s) 27 when issued by the US Army Corps of Engineers (USACE). In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -
discharge, and Stormwater regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total fills for
this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This
approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
North Carolina Division of Water Quality Internet: www_newatet:c�ualit ;org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NoithCarolina
Naturallff

Page 2 of 4
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow
pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation
in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNAs), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained
within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede
all other sediment and erosion control requirements.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification and
authorized by this written approval, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion
Amount Approved
Plan Location or
Units
Reference
Stream
(feet)
404 Wetlands
381 (acres)
PCN Information
a.
ff. _
Package
Waters
15.19 (acres)''
PCN Information
Package
Buffers
(square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow
pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation
in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNAs), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained
within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede
all other sediment and erosion control requirements.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification and
authorized by this written approval, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion

Page 3 of 4
control Best Management Practices, shall be performed so that no violations of state water
quality standards, statutes, or rules occur.
4. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without
prior approval by DWQ. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, then design and placement of temporary erosion control
measures shall not be conducted in a manner that may result in dis- equilibrium of wetlands
or stream beds or banks, adjacent to or upstream and down stream of the above structures.
All devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources has released the project.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight /Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh,
NC, 27699 -1650.
9. The applicant /permittee and their authorized agents shall conduct all activities in a
manner consistent with State water quality standards (including any requirements resulting
from compliance with §303(d) of the Clean Water Act), and any other appropriate
requirements of State and Federal Law. If the Division determines that such standards or
laws are not being met, including failure to sustain a designated or achieved use, or that
State or Federal law is being violated, or that further conditions are necessary to assure
compliance, then the Division may reevaluate and modify this General Water Quality
Certification.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and /or civil penalties. The authorization to proceed with your proposed

Page 4 of 4
impacts or to conduct impacts to waters as depicted in your application and as authorized by
this Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699 -6714. This certification
and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act 15A NCAC 02H..0500. If you have any questions, please telephone Amy Adams of
the Washington Regional Office at 252- 948 -3917 or Ian McMillan of the 401 Webscape Unit at
919- 807 -6364
Sincerely,
F Chuck Wa
Enclosures: Certificate of Completion
GC 3689
cc: Corps of Engineers Washington Regulatory Field Office
DWQ 401 Oversight /Express Unit
DCM, Doug Huggett, Morehead District Office
DLR, Pat McClain, WaRO
File copy
Filename: 12- 0107_P_ULands_3689 /aa

MMEMEM
Water Quality Certification Number 3689 is issued in conformity with the requirements of Section
401, Public Laws 92 -500 and 95 -217 of the United States and subject to the North Carolina
Division of Water Quality Regulations in 15A NCAC 2H .0500 and 15A NCAC 2B.0200 for the
discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13) and (27) of
the Corps of Engineers regulations (i.e., Nationwide Permit Numbers 13 and 27) and Regional
Permit 197800080. The category of activities shall include stream bank stabilization or stream
restoration activity as long as impacts to waters or significant wetlands are minimized; wetland
and riparian restoration or creation; and the construction and maintenance of bulkheads on non -
Federal Energy Regulatory Commission (FERC) lakes.
The State of North Carolina certifies that the specified category of activity will not violate .
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92 -500 and 95 -217
if conducted in accordance with the conditions set forth.
All proposed fill or modification of wetlands and /or waters, including streams and streambanks,
under this General Certification requires application to, and written approval from the Division of
Water Quality (the "Division "), regardless of the purpose of the restoration, enhancement,
stabilization, or creation activity.
Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection of up to 500
feet of stream banks to protect property are exempt from the requirement for written approval.
Any impacts to riparian buffers associated with this work in the Neuse, Tar - Pamlico, Randleman
and Catawba River Basins (or any other basins with Riparian Area Protection Rules [Buffer
Rules] in effect at the time of application [in accordance with 15A NCAC 2B .0200]) will require
written approval, unless the activities are listed as "EXEMPT" from these Rules.
In accordance with North Carolina General Statute Section 143- 215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Conditions of Certification:
1. Activities shall meet the definitions, design, and monitoring protocols specified within the US
Army Corps of Engineers Wilmington District Regulatory Guidance Letter (RGL02 -02) and
the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these
documents.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - construction Notification and /or those
authorized by this Certification, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control
Water Quality Certification No. 3689

l MyrortUMME
Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor - owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the requirements of the
Sedimentation Pollution Control Act and the Mining Act of 1971.
d. Sufficient materials required for stabilization and /or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times, .except for publicly
funded linear transportation projects when materials can be accessed offsite in a timely
manner..
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNA's), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained within
Design Standards in Sensitive Watersheds (15A NCAG 04B .0124) supercede all other
sediment and erosion control requirements.
4. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters outside
of the permitted impact areas without prior approval by the Division. If placement of sediment
and erosion control devices in wetlands and waters is unavoidable, design and placement of
temporary erosion control measures shall not be conducted in a manner that may result in
dis- equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down
stream of the above structures. All sediment and erosion control devices shall be removed
and the natural grade restored within two (2) months of the date that the Division of Land
Resources or locally delegated program has released the project.
5. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (N00010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self - monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
htto: //h2o,enr.state.nc.us/su /Forms Documents.htm.
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
Water Quality Certification No. 3689

6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries.
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval /post - larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate W RC,
USFWS, NMFS, and /or DMF personnel.
NC Wildlife Resources Commission will not object to construction of Natural Resources
Conservation Service (NRCS)'urgent and compelling' sites during the spawning period
provided these projects are, to the extent appropriate and practical, constructed by:
a. Using flow diversion structures such as sandbags;
b. Placing large -size rock toes and filter cloth backing for stabilization sites before
backfilling; and
c. Excavating new channel alignments in dry areas.
Construction at non `urgent and compelling' sites shall not occur during the spawning period
to minimize the potential adverse effects of multiple construction activities on trout or
anadromous fish resources in this stream.
7. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division.
8. Riparian Area Protection (Buffer) Rules
Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not) within the Neuse, Tar - Pamlico, Randleman, Catawba (or any other basin with buffer
rules), shall be limited to "uses" identified within and constructed in accordance with 15A
NCAC 2B .0233, .0259, .0250 and .0243, and shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent
practicable through the use of best management practices. All buffer rule requirements,
including diffuse flow requirements, must be met.
9. Water Supply Watershed Buffers
The 100 -foot wide (high- density development) or the 30 -foot wide vegetative buffer (all other
development) must be maintained adjacent to all perennial waters except for allowances as
Water Quality Certification No. 3689

provided in the Water Supply Watershed Protection Rules [15A NCAC 2B .0212 through
.0215].
10. If concrete is used during,the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water. Water that inadvertently
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life /fish kills.
11. Any rip -rap shall be of such a size and density so as not to be able to be carried off by wave
or current action and consist of clean rock or masonry material free of debris or toxic
pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for
velocity control and to ensure structural integrity of bank stabilization measures. If rip -rap is
to be installed within the streambed, the amount and location must be-approved in writing by
the Division of Land Resources and Division of Water Quality. However, rock vanes, wing
deflectors, and similar structures for grade control and bank protection are acceptable.
12. If an environmental document is required under NEPA or SEPA, then this General
Certification is not valid until a Finding of No Significant Impact or Record of Decision is
issued by the State Clearinghouse.
13. Additional site - specific conditions may be added to the written approval attached to this
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
14.This Certification shall expire three (3) years from the date of the approval letter from DWQ or
on the same day as the corresponding Nationwide Permit, In accordance with General
Statute 136 - 44.78, certifications issued to the NCDOT shall expire only upon expiration of the
federal 404 Permit. The conditions in effect on the date of issuance of Certification for a
specific project shall remain in effect for the life of the project, regardless of the expiration
date of this Certification. If the construction process for approved activities will overlap the
expiration and renewal date of the corresponding 404 Permit and the Corps allows for
continued use of the 404 Permit, then the General Certification shall also remain in effect
without requiring re- application and re- approval to use this Certification for the specific
impacts. already approved.
15. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
16. Certificate of Completion
When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699 -1650.
Non - compliance with or violation of the conditions herein set forth by a specific project shall result
in revocation of this Certification for the project and may also result in criminal and /or civil
penalties.
Water Quality Certification No. 3689 4

The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
a.
Coleen H. Sullins
Director
History Note: Water Quality Certification Number 3689 replaces Water Quality Certification
(WQC) Number 3399 issued March 2003, Water Quality Certification (WQC) Number 3495
issued December 31, 2004, and Water Quality Certification (WQC) Number 3626 issued March
2007, This WQC is rescinded when the Corps of Engineers reauthorizes Nationwide Permits 13
or 27 or Regional Permit 197800080 or when deemed appropriate by the Director of the Division
of Water Quality.
Water Quality Certification No. 3689

4 Totals.
Package Temperature Carrier Name
Van. Temperature Driver Signature
Number of Racks Customer orAuthori d Signature
ArborGen Employee Signature Gr l�J
��.
PACKING SLIP ARBORGEN
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report Aooendix B June 2014
Seedling Distribution Sheet
ko
South Carolina SuperTree
Nursery
SuperTree
5594 Highway 38
South
Blenheim, SC
295.16
Circle
One:
COD
or NOT
Toll Free, 1 -800- 222 -1290
Phone: [phone]
Fax: [phone]
www.supertreeseedlings.com
i
I
I
Customer Name:
Date:
Ordered by:.
Time: U
a m).p.m.c
Ship to Location:
Lift Date
Species
Family
Seedlot
Gen.
Pallet. Tag Vs
Treatment-
Pounce,
etc.
Avg. Sldgsl
Box
No. of
Boxes
Seedlings Shipped
3
r
o
n
q 19
Coca .
1a
U .,.
q380
U
9TI
w Q
q 0 0
I
i
re v
T s5
9
00
IJ
got,
�
f.Q
ee
U
C)
I
Iv
3
too
4 Totals.
Package Temperature Carrier Name
Van. Temperature Driver Signature
Number of Racks Customer orAuthori d Signature
ArborGen Employee Signature Gr l�J
��.
PACKING SLIP ARBORGEN
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report Aooendix B June 2014

Y
q '
y Seedling Distribution Sheet
South Carolina SuperTree Nursery
Superlree ` 5594 Highway 38 South
Sedlit 5 Blenheim, SC 29516 {
Toll Free: 1 -800- 222 - .1290 Circle One: � or NOT
Phone: [phone]
Fax: 843 - 528 -3943.
__q_
www.su
p ertreeseedlin s.com g Customer Name:
':Date: `- Ordered by:
Time: ` a.m.i.m. Ship to Location:
Treatment- Avg. Sldgs/ No. of
Lift Date Species Family Seedlot Gen. Pallet Tag Wss,` Pounce, Seedlings Shipped
etc. Box Boxes
CA v
UO loo I 16o
0
Totals v
Package Temperature Carrier Name
Van Temperature Driver Signature
Number of Racks Customer orAuthor ed Signature
1
ArborGen. Employee Signature
PACKING SLIP ARBORGEN lJ
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report Appendix B June 2014

Y
�i ry
uperTree
Toll Free:. 1 -800- 222 -1290
Phone: [phone]
Fax: [phone]
www.supdrtreeseedlings.com
Seedling Distribution Sheet
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516
Circle.One: OT or NOT
Customer Name: �C_5. L" -t
.Td.Mr...1.1=
Package Temperature
Van Temperature
Carrier Name f'
Driver Signature J ��
Number of Racks Customer or Author' a ignature
ArborGen Employee Signature
PACKING SLIP. ARBORGEN
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendix B June 2014

r
Seedling Distribution Sheet„
. 2
�>
South Carolina SuperTree Nursery
Supe&T e
5594 Highway 38 South
S&&4
Blenheim, SC 29516
�
Circle One:
OT or NOT,
Toll Free: 1- 800 - 222 -1290
-
Phone: [phone]
Fax: [phone]
www.su. ertreeseedlin s.com
Customer
Name: - C CJ4
I), `
Ordered by:
Date:
.
Time: a.m. 'm.
w .. Shi p to Location:
C w .
Lift Date
Species
Family
Seedlot
Gen.
Pallet Tag Vs
Treatment
Pounce,
etc.
Avg. Sidgs/
Box
No. of
Boxes
Seedlings Shipped
o_ /j
G1 L?
I
U C }
•
50
(
o i
qL
19, AUQ
I-
3
6C
f
�
_
_
q
9
-qu0
9031
.71
q T,_
1 A
�1. , I
q �
,o
v
q
��
fit cca
IOU
IL
qAU
'5
boo
5
�.
Totals
Package Temperature
�. Carrier Name
Van Temperature
Driver Signature
f
Number of Racks -�
Customer orAuthor�9d)ignature
v
ArborGen Employee Signature
PACKING SLIP
ARBORGEN-�
P and U Lands Mitigation Site Phase 2
PCS Phosphate
Company, Inc.
As -Built Report Appendix B
June 2014

4
SuupeerTree`
Toll Free: 1- 800- 222 -1290
Phone: 843- 528 -.3203
r6x: 843 - 528 -3943
"W. supertreeseedli ngs. com
Date: t �'
Time: Gc a. m. p.m.
Seedling Distribution Sheet
.�
South Carolina SuperTree Nursery
5594"Highway 38 South
Blenheim, SC 29516
Circle One: O or NOT
Customer Name:
Ordered by: A
1 ' Ship to Location: r1 f �!"
Lift Date
Species
Family
Seedlot
Gen.
Pallet Tag Vs
Treatment-
Pounce,
etc.
Avg. Sldgs/
Box
No. of
Boxes
Seedlings Shipped
q
c�
1()o
r 6r 00
q
1 00
[
lac., ,
r4t'
10 U
Totals
`
c
Package Temperature
Van Temperature
Carrier Name
Driver Signature. �'`"/
Number of Racks � customer orAuthori Signature
ArborGen Employee Signature$
PACKING SLIP
P and U Lands Mitigation Site Phase 2
As -Built Report AnDendix B
A.RBORGEN
PCS Phosphate Company, Inc.
June 2014
E

c
Lupedree'
Wfinp y
toil Free: 1 -800- 222 -1290 .
Phone: 943 =528 -3203
Fax: 843 - 528 -3943
www.superVeese.edlings.com
Date: t i
Time. 0 U rya. p.m.
Seedling Distribution Sheet
South Carolina SuperTree Nursery
5594 Highway 38 South
Blenheim, SC 29516
Circle One:
Na
(oT � or NOT
1
Customer Name:
Ordered by:
Ship to Location.
Lift Date
Species
Family
Seedlot
Gen.
Pallet Tag Vs
Treatment-
Pounce,
etc.
Avg. Sldgs/
Box
No. of
Boxes
Seedlings Shipped
b
ja_
59
n
c?
6 (o
f
AW&
r
!
U
r
Utyc
C
-�-
r
t Q o
G?.A t
✓ � �
� �
� �
t I C✓ �
jJt
�i 4l.^"
('1j
l
1 V
6U
4!
Totals
Package Temperature
Van Temperature
Carrier Name
Driver Signature
Number of Racks Customer or Authorized Signature _
ArborGen Employee Signature
PACKING SLIP ARBoRGENO�
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendix B June 2014

m
O
N
(7
N
C
S6
LL
LL
s
ra
L
El
U
16
s
E
n:
o° E
N d
h +,
O) CL
P and U Lands Mitigation Site Phase 2
As -Built Report Aooendix B
PCS Phosphate Company, Inc.
June 2014
N
O
r
U
?
CO
ca
o
U-)
_0
M
0
W
i3
(D
m
7
V)
V!J
U)
(D
-0
�'
(
!
Z
U
O
C
O O
O
C1
O It (D O
O
O
O O Q O
N O M
0
N
M O O O
O
ti
N M (D (D
U f5 -- d'
(D
(D
N (3) A (D
N
I~
6) 1­ O 0)
CO 00
>
CO
N O CO
O
0 'qr M
r 00 O r
LO
qt
(D
to M
N
M M Lr) r
N
U') O LD M
-a CO N
(A
O O
N
N (D (3)
Q O
r
J
O
LO
I;r O 00 00
d7 N r 07
r O ti
(D
O
LLL N L() M
O
O
M CO
r-
1_
(D M O N
N r
M
(D
LO
N (D LO
r
1­
00 � IT I­
(c
¢ J
N
O
O
O
O
O
C)
O
O
O
O
O
O
O
O
E
r
M
O
O
O
O
1�
N
00
CD
Q
N
1`
M
M
cc o"
M
N
il-
(D
N
1�
O
r
O
V 7
O
N
M
N
M
r
M
00
r
CO
N
N
r
M
0
G.
r
M
N M
CO
O
M
O
O
LO
N
(D
[D
N
LO
O
N
r
Ef
N
O
r a
L!') i
O
(j
00
)
N
O
N
O
O
N
C)
O
N
O
N
C)
w
a
0
J N
O
N
LO
'd'
00
O
00
0
C)
0)
O
O
(A
r__
O
M
(D
v'
4)
v-
(D
LO
N
U)
r
00
P_
lot
r
Q
j N
J
is
N
0
[)
D)
0)
0)i
0)
CD
O
(4
C
C
C
C
C
C
CI
C
C
0
V
:3
�
:3
F-
F-
M
M
1—
F-
F-
F-
%
H
- -
a
vs
a
04
o
0
a
c�
'
°
o
0
E
E
�I
i
m
0
n
M
U
C
N
(S)
p
0
Q
IG
((Uj
L)
E
E
N
-UC
•�
U
V
L
—
#U
L
(p
Q
(b
U)
(�
(O
LE
ID
LL
L
0
=
0.
V
n
i
L
0
(Q
x
+-+
M
u)
v
(B
?'
>
>
U
U
C
8
U
L
!
L
L
)
z
3
L
L
M
0
3
0
'
CL
0?
�G
(n
N
CF)
(M
�
N
w
0
71
:3
0
0
:3
m
-0
D-
a
0
CL
U) 1
(1)
EL
(0)
E=
7
P and U Lands Mitigation Site Phase 2
As -Built Report Aooendix B
PCS Phosphate Company, Inc.
June 2014

APPENDIX C
P AND U LANDS PHASE 2
SELECTED PHOTOGRAPHS

Photo 1. Helicopter used for herbicide application May 2012.
Photo 2. Post - timbering debris pile collection north side Small Road.
P and U Lands Mitigation Site Phase 2 C -1 PCS Phosphate Company, Inc.
As -Built Report June 2014

Photo 3. Perimeter ditch south side of Small Road; view to W.
Photo 4. Perimeter ditch south side Small Road near E- E; view to E.
P and U Lands Mitigation Site Phase 2 C -2 PCS Phosphate Company, Inc.
As -Built Report June 2014

W_ I
Photo 5. Perimeter ditch at corner of Royal Road near well 87; view N.
(1.24.13)
Photo 6. Planters in Phase 2 near monitoring well 68; view NNE.
P and U Lands Mitigation Site Phase 2 C -3 PCS Phosphate Company, Inc.
As -Built Report June 2014