20060208 Ver 2_Application_20070426

Gr
,.~"Eo ~ ~'`..
~ ~n ~' .
qN -
1
/y r `~
..~
~~' OS ~ ~
STATE OF NORTH CAROLINA '`ylv,~j~';•
DEPARTMENT OF TRANSPORTATION th 9~,,~'cy
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR S ECRLT.4RY
US Army Corps of Engineers
Raleigh Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615-6814
ATTENTION: Eric Alsmeyer
NCDOT Coordinator
Dear Sir:
April 23, 2007
OCR oZGB v. Z
Subject: Application for Section 404 Nationwide Permits 23 and 33, Section 401 Water Quality
Certification, and Neuse Riparian Buffer Authorization for the replacement of Bridge No.
311 over Lake Wheeler on SR 1379 (Penny Road), Wake County. Federal Aid Project Number
BRZ-1379(1), WBS No. 33351.1.1, State Project No. 8.2408101, Division 5, T.I.P No. B-3917
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 311 over
Lake Wheeler (an impoundment of Swift Creek). The project involves constructing the new bridge
upstream (west) of the existing bridge, while maintaining traffic on the existing bridge during
construction. The existing bridge is currently in poor condition and in need of replacement. The new
bridge is intended to provide a safer bridge structure consistent with federal and state bridge standards.
The proposed structure will be approximately 189 feet in length with two spans at 46 feet-9 inches and
two spans at 27 feet-8 inches. The superstructure will be composed of 36-inch pre-stressed concrete
girder. The proposed bridge has 34 feet of clear roadway and will provide two travel lanes. The travel
lanes will be 12 feet wide each with a 4 foot wide shoulder on the southbound lane and a 6 foot wide
shoulder on the northbound lane. Traffic will be maintained on the existing bridge during construction.
The Categorical Exclusion (CE) states that sidewalks and adequate clearance for a greenway under the
south side of the bridge were to be provided. However, the project was downscoped in order to limit
impacts to Lake Wheeler and to allow the permanent structure to be as close as operations would allow to
the existing structure to maintain traffic during construction. Please see the enclosed CE, Pre-
Construction Notification, permit drawings, design plans, and Ecosystem Enhancement Program (EEP)
acceptance letter for the subject project.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Neuse River Basin (subbasin 03-04-02). This area is part of Hydrologic
Cataloging Unit 03020201 of the South Atlantic-Gulf Coast Region. Lake Wheeler, an impoundment of
Swift Creek, [DWQ Index # 27-43-(1)] is the only water resource within the project area. Lake Wheeler
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] Of 272$ CAPITAL BLVD. SUITE 24O
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 919-715-1335 RALEIGH NC 27604
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER FAX: [phone]
RALEIGH NC 27699-1598
WEBSITE: WWW.NCDOT.ORG

is assigned a Best Usage Classification of WS-III NSW. No designated Outstanding Resource Waters
(ORW), High Quality Waters (HQW), Water Supply I (WS-I), or Water Supply (WS-II), waters occur
within 1.0 mile of the study comdor.
The Final 2004 303(d) list includes a portion of Swift Creek and Lake Wheeler within the project area.
The area is listed within Category 5 due to impaired biological integrity. However, "Design Standards in
Sensitive Watersheds" will be implemented because Swift Creek, and the impounded portion that forms
Lake Wheeler, are classified as Nutrient Sensitive Waters (NSW).
There are no wetlands located within the project area.
Permanent Impacts
The new alignment of the approaches will require extending the existing causeway further west, resulting
in 0.36 acre of fill placed in Lake Wheeler (Site 1). It was determined that extending the causeway is
more cost effective than lengthening the bridge.
Three bridge bents will be constructed in the Lake Wheeler (Site 3). Permanent surface water impacts
from the bents are less than 0.01 acre.
Temporary Impacts
There will be 0.01 acre of surface water impacts resulting from the construction of a trestle that will
provide access for the barge. The barge will access the project area via an access road located within a
construction easement on southwest bank.
Approximately 0.01 acre of temporary impacts will be due to the construction of a temporary work pad to
jurisdictional waters associated with this project (Site 2). Because of the high rock line at Bent No. 1,
the work pad will be used to stabilize the permanent steel casing during construction of those drilled
piers. The trestle and the work pad will be removed upon completion of construction.
Utilit~Impacts
Power and cable line located within the project area will be impacted by construction. The construction
of the new bridge will require relocation of the poles that are jointly used by both utilities. There will be
no impacts to wetlands or streams resulting from the relocation of these utilities.
Bridge Demolition
The existing bridge was constructed in 1956 and is 135-feet in length. It consists of eight spans between
16 and 18-feet each. The superstructure consists of a reinforced concrete floor on timber joists. The
substructure consists of timber caps on timber piles with concrete mudsills. At this time it is not known if
the mudsills are located above or below the lakebed due to siltation or scour. NCDOT will attempt to
extract the pile bents their entirety, however, due to deterioration of the timber piles; the piles may break
during the process. If complete extraction is not possible, then the piles at Bents 1 and 7 will be cut at
lakebed levels. If complete extraction of the piles at Bents 2 through 6 is not possible, they will be cut at
the top of the mudsills or at the top of the lake bed level as directed by the engineer. If it is deemed
necessary to cut the piles at the top of the mudsill, a minimum of 8 feet of clearance will be available for
the boaters based on a normal water surface elevation of 283-feet.
There is a small potential for components of Bridges No. 311 to be dropped into Waters of the United
States during bridge removal. The maximum potential temporary fill is 67.5 cubic yards that will be
Final B-3917 Permit Application
Page 2 of 6

immediately removed. Best Management Practices for Bridge Demolition and Removal will be
implemented during the demolition and construction of both bridges.
IMPACTS TO NEUSE RIPARIAN BUFFER
Construction of the new bridge and approaches will result in impacts to the buffers of Lake Wheeler.
Buffer impacts are described in Table 1 below. Under the Neuse Buffer Rules, impacts to buffers
resulting from the construction of bridges are allowable. Impacts resulting from construction of the
approaches are allowable with mitigation because the impacts exceed 150 linear feet or one-third of an
acre. Compensatory mitigation for these buffer impacts will be provided through the EEP.
Table 1. Neuse River Buffer Im acts
Bridge ~ Road Crossing
Zone 1 Impact (s . ft) 2053 5037
Zone 2 Im act (s . ft) 185 3511
Mitigation requirements
(exempt, allowable or allowable
with mitigation) Allowable Allowable with mitigation (impacts greater
than 1501inear feet or one-third of an
acre).*
* Butter impacts associated with the construction of the approaches are 0.20 acre and 180 linear feet.
This bridge has been determined to be structurally deficient and functionally obsolete. The replacement
of this inadequate structure will result in safer and more efficient traffic operations. Because this bridge
needs to be replaced, impacts to the riparian buffers are unavoidable.
Utility Impacts to Riparian Buffers
Power and cable lines are located within the project area and will be impacted by construction. The
construction of the new bridge will require relocation of poles that are jointly used by both utilities. One
pole is currently located within Buffer Zone 2. Removal of the pole will not impact riparian buffers. The
pole will be removed using a crane. If it is not possible to remove the pole using a crane, the pole will be
cut off level to the ground.
The pole will be relocated within Buffer Zone 2. The pole will be relocated within areas impacted by
construction of the approaches. The relocation of the utility pole will not result in additional impacts to
riparian buffers.
RESTORATION PLAN
Following construction of the bridge, all material used in the construction of the structure will be
removed. The impact area associated with the bridge is expected to recover naturally, since the natural
streambed and plant material will not be removed. NCDOT does not propose any additional planting in
this area. Class II riprap and filter fabric will be used for bank stabilization. Pre-project elevations will
be restored.
Following construction of the bridge, all material used in the construction of the structure will be
removed. Class II riprap and filter fabric will be used for bank stabilization. Pre-project elevations will
be restored.
Final B-3917 Permit Application
Page 3 of 6

REMOVAL AND DISPOSAL PLAN
The contractor will be required to submit a reclamation plan for the removal of and disposal of all
material off-site at an upland location. The contractor will use excavation equipment for removal of any
earthen material. Heavy-duty trucks, dozers, cranes and various other pieces of mechanical equipment
necessary for construction of roadways and bridges will be used on site. All material placed in the
stream will be removed from the stream at that time. The contractor will have the option of reusing any
of the materials that the engineer deems suitable in the construction of project. After the erosion control
devices are no longer needed, all temporary materials will become the property of the contractor.
MITIGATION OPTIONS
Avoidance and Minimization and Compensatory Miti ation
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining,
unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize, and
mitigate, in sequential order, impacts to waters of the US. The following is a list of the project's
jurisdictional stream and Neuse Buffer avoidance/minimization activities proposed or completed by
NCDOT:
Avoidance/Minimization
• Temporary construction impacts due to erosion and sedimentation will be minimized through
implementation of stringent erosion control methods and use of Best Management Practices (BMPs).
• Design Standards in Sensitive Watersheds will be implemented.
• Best Management Practices for Protection of Surface Waters will be implemented.
• 1.5 to 1 side slopes will be used to reduce the footprint of the project in the vicinity of the crossing,
minimizing impacts to surface waters.
• Curb and gutter was added to collect storm water from the bridge and causeway, piping it to an area
outside the regulated buffer so it can drain through the entire buffer prior to flowing into the lake.
• Level spreader ditches used in conjunction with special false sumps will establish sheet flow of
runoff prior to entering the riparian buffer.
• A preformed scour hole will be constructed on the northeast side of the bridge.
Compensatory Miti atg ion:
The proposed action includes all practicable methods to avoid and/or minimize jurisdictional stream and
buffer impacts that may result from such use. It was determined that there are no practicable alternatives
to the proposed construction in jurisdictional waters of the US and buffers. Replacing the bridge in its
existing location was considered, however it is not practical due cost, right-of--way impacts, and the
magnitude of community and commuter disruption caused by using an off-site detour during
construction. Also, constructing the bridge on the new alignment has the least overall of impacts to
surface waters.
Final B-3917 Permit Application
Page 4 of 6

The project will impact surface waters and riparian buffers. Mitigation is not proposed for the minimal
impacts to Lake Wheeler. Compensatory mitigation is required for the 5037 square feet of impact to
Buffer Zone 1 and 3511 square feet of impacts to Buffer Zone 2 (8548 square feet of impacts to riparian
buffers) categorized as "allowable with mitigation." Compensatory mitigation will be provided through
the EEP. The EEP acceptance letter, dated January 22, 2007, is attached. The offsetting mitigation will
derive from an inventory of assets already in existence within the same 8-digit cataloguing unit.
FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered
(PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the
Endangered Species Act of 1973, as amended. The United States Fish and Wildlife Service (USFWS)
lists 4 species for Wake County. Table 2 lists the species and their federal status.
Table 2. Federally Protected Species in Wake County. NC
Common Name Scientific Name Federal Status* Biological Conclusion Habitat
Present
Bald eagle Haliaeetus T (proposed for No Effect yes
leucoce halus delistin )
Red-cockaded picoides borealis E No Effect No
wood ecker
Dwarf Alasmidonta No Effect

wed emussel
heterodon E No
Michaux's sumac Rhus michauxii E No Effect No
*E= endangered, T=threatened
Biological conclusions of "No Effect" were issued for the red-cockaded woodpecker, dwarf
wedgemussel, and Michaux's sumac due to lack of appropriate habitat. The most recent surveys for the
bald eagle were performed on December 6, 7, and 8, 2005. Surveys were conducted within a 1-mile
radius of the bridge. There is marginal habitat in the project area for the bald eagle, however, no eagles or
eagle nests were observed during the surveyed areas. A biological conclusion of "No Effect" was issued
for the bald eagle.
SCHEDULE
The project calls for a letting of September 18, 2007 (review date of August 7, 2007) with a date of
availability of January 29, 2008. It is expected that the contractor will choose to start construction in
January.
REGULATORY APPROVALS
Section 404 Permit: The project has been processed by the Federal Highway Administration as a
"Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that these
activities be authorized by a Nationwide Permit 23 (67 FR 2020; January 15, 2002). We are also
requesting the issuance of a Nationwide Permit 33 for the temporary work pad associated with bridge
construction within Lake Wheeler.
Section 401 Permit: We anticipate 401 General Certification numbers 3432 and 3334 will apply to this
project. This project will impact Neuse Riparian Buffers and written concurrence will be required. In
accordance with 15A NCAC 2H, Section .0500(a) and 15A NCAC 2B.0200 we are providing five copies
of this application to the North Carolina Department of Environment and Natural Resources, Division of
Water Quality, for their review.
Final B-3917 Permit Application
Page 5 of 6

Buffer Certification: This project has been designed to comply with the Neuse Riparian Buffer
Regulations (15A NCAC 2B.0242). NCDOT requests a Neuse Riparian Buffer Authorization from the
Division of Water Quality. This project has been reviewed for jurisdiction under the Federal Clean
Water Act (CWA).
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional information,
please call Erica McLamb at 715-1521.
Sincere ,
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Michael Street, NCDMF
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside.Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, Project Services Unit
Mr. J. Wally Bowman, PE., Division Engineer
Mr. Chris Murray, DEO
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. John Conforti, PDEA
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Final B-3917 Permit Application
Page 6 of 6

Office Use Only: //~ ~y ~Fo~rm~ Version March OS
USACE Action ID No. DWQ No. ~~ lCJ V CSC/ ~ ~°'
(1t any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 23 and 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J Thorpe PhD Environmental Management Director
Mailing Address: 1598 Mail Service Center
Raleigh NC 27699-1548
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Replacement of Bride No.311 over Lake Wheeler on SR 1379
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3917
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): see map in permit
drawings
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7001 °N 78.7222 °W
6. Property size (acres): N/.
7. Name of nearest receiving body of water: Lake Wheeler
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The land use in the surrounding. area consists primarily of
residential development with some forested areas.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used:
Bride No. 311 will be replaced west of the existing location. Traffic will be maintained on
the existing bridge during construction. Heavy duty excavation equipment will be used such
as trucks, dozers, cranes and other various equipment necessary for roadway construction.
11. Explain the purpose of the proposed work: To replace a deteriorating bridge
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe .permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately 'in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: see cover letter
Page 3 of 9

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due t~ h~th ctn~ch~re and flnnrhna
Wetland Impact
Site Number

(indicate on map)
T e of Im act
yp p Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year

Floodplain
( es/no) Distance to
Nearest

Stream
(linear feet) Area of
Impact

(acres)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage malt;nlV lPnoth X tx~irlth then ~ivirta by d2 cln
Stream Impact
Number
indicate on ma
( )
Stream Name
Type of Impact Perennial or

Intermittent? Average
Stream Width

Before Im act Impact
Len th
g
(linear feet) Area of
Im act
p )
(acres
None

Total Stream Impact (by length and acreage)
Page 4 of 9

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
till, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on ma)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
1 Lake Wheeler Fill Lake 0.36
2 Lake Wheeler Fill (temporary) Lake 0.01
3 Lake Wheeler Bridge Pier Lake <0.01
Lake Wheeler Tressle (temporary) Lake 0.01
Total Open Water Impact (acres) 0.38
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0
Wetland Impact (acres): 0
Open Water Impact (acres): 0.38
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
^ wetlands
installation of
Page 5 of 9

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Please refer to the attached
cover letter
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - 'In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited-to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
Page 6 of 9

Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation will be urovided through EEP (see attached letter).
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): 20,378
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ^
Page 7 of 9

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. .
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact I I Required
r~,,,,~„o ~ o+~ Multiplier ,,,~:.:__.:__
1 5037 3 (2 for Catawba) 15111
2 3511 1-.5 5267
Total I 8548 I I 20378
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone I .
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Mitigation will be provided throu EEP
(see attached letter).
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Page 8 of 9

N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None
f.
Appli'c~ant/~ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
~, Z ~,d ~,
Page 9 of 9

i
o stem
~~~~ ~ ~~ a
.:_~,
PROGRAM
January 22, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:.
Subject: EEP Mitigation Acceptance Letter:
RECEIVED
JAN 25 2001
c•:°,. c
B-3917, Replace Bridge Number 311 over Lake Wheeler on
SR 1379 (Penny Road), Wake County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the buffer mitigation for the subject project. Based on the
information supplied by you in a letter dated January 17, 2007, the impacts are located in
CU 03020201 of the Neuse River Basin in the Central Piedmont (CP) Eco-Region, and
are as follows:
Zone 1 Buffer: 5,037 square feet
Zone 2 Buffer: 3,511 square feet
If the buffer impacts or the amount of mitigation required for this project increases, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will be required.
All buffer mitigation requests and approvals are administrated through the
Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that
appropriate compensation for the buffer mitigation will be provided in the agreed upon
method of fund transfer. Upon receipt of the NCDWQ's Buffer Authorization
Certification, EEP will transfer funds from Tri-Party MOA Fund into the Riparian
Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have
completed its riparian buffer mitigation responsibility for TIP B-3917. Subsequently,
EEP will conduct a review of current MOA mitigation projects in the river basin to
.~.LS~~l~ul~;:4. << l.,T,'~~ 4~~ ~'h:?',d ~:~ f'}~"r`~f"E-r~,y?,.iF ,:,f~~~,..? ~~-fie I~D~*ENR
~~
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, Nf 21699-1651 / 919-115-0416 / www.nceep.net

determine if available buffer mitigation credits exist. If there are buffer mitigation credits
available, then the Riparian Restoration Buffer Fund will purchase the appropriate
amount of buffer mitigation credits from Tri-Party MOA Fund.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
William D. Gilmore, P.E.
EEP Director
cc: Mr. Eric Alsmeyer, USACE-Raleigh
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3917

~.
-~ Eco stem
~.
PROGRAM
January 22, 2007
Mr. John Hennessy
N. C. Division of Water Quality
Mail Service Center 1650
Raleigh, North Carolina 27699-1650
Dear Mr. Hennessy:
Subject: EEP Mitigation Acceptance Letter:
B-3917, Replace Bridge Number 311 over Lake Wheeler on SR 1379
(Penny Road), Wake County, Neuse River Basin (Cataloging Unit
03 020201)
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the buffer mitigation required for the subject project. The buffer impacts
associated with this project are located in Cataloging Unit 03020201 of the Neuse River Basin.
As indicated in the NCDOT's mitigation request letter dated January 17, 2007, the project will
impact buffers only. The buffer impacts are 5,037 square feet in Zone 1 and 3,511 square feet in
Zone 2. If the buffer impacts or the amount of mitigation required from EEP increases or
decreases for this project, then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required. All buffer mitigation requests and approvals are
administrated through the Riparian Restoration Buffer Fund (Fund 2982).
The NCDOT will be responsible to ensure that the appropriate compensation for the
buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of
the NCDWQ's Buffer Authorization Certification, EEP will transfer funds from Fund 2984 (Tri-
Party MOA Account) into Fund 2982 and commit to provide the appropriate buffer mitigation to
offset the impacts associated with this project.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
~'
i liam D. Gilmore, P.E.
Director
cc: Mr. Gregory J. Thorpe, P.E., PDEA, NCDOT
Mr. Eric Alsmeyer, USACE -Raleigh
File: B-3917
- ~ - - - ~~iL.>•
_ . , _ ~ f ~ . - ~ ~ . ~.. ... , . ... - .. NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

L ~ ~
--. ~ 1
\ ~ ~
~
i1 ~
440
l ~
~
~
' ' 1 ,
~ _ 64

~~
~ ~

64
~t
~ ~ - ~ 1~ i ~

~
1009 1
~I / , t I 1 ~
- '~ ~ ~ ,

I
C3 ~
~_
~ 1 ~
1 I~ ~ ',

~
D / _ \ ~ ~ \
~ --
s
~fr
~ PRb ECT-
_, ~ _
w
.,,

' ~~~ ~,
~ ~ ,
~ `
J cin
~, ~i

` ~
- LAKE
: ~
~~ ~~ ~ -WHEELER
\
~ I
-
'
'
~a ~
,.
.Q
~~_
-,_ ~~ i
~ _ ~
~ ~ ~ ~oBEGl11l _
~ r'
`~ PROJECT \

~Y ~C11N~~~
~~~~
WetlandlStream Permit Drawings
NCD®T
DIVISION OF HIGHWAYS
RICHMOND COUNTY
PROJECT:333S1.1.1 (8-3917)
PROPOSED BRIDGE REPLACEMENT
BRIDGE N0.311 OVER .SWIFT CREEK
ON +SR 1379 (PENNY ROAD)
SHEET 1 OF I ` 06/1/06
NORTH CAROLINA

E18 OtlN- OItl9 9N 1 -
-~, ,_ ~
l
Y / W
o ~\ ~ ` - ~ L '= ~ 5
o~
~ ~ l ~:
~~ ~ ~ ~ ~ ~
~__ -- ~~
~_
~•_ • ~ (r
~_,,.
.,
_:
' ~G~. !.
_ , _ _ - %-;
;- ( .~
~; E _ ~
i U
~ ~
r- ~
~ ~

, . ~~ ~ r~ ~

~ .: '~ .
;: -~
~;, • _ ~

1..
_ ~ -
-
-! -
/
DC
~
~

'~
.. _
~ U ~
~ < ~
~
3 F" °; ;~oG

~ ~
~
~ C ;
CO
a_ '--
z
~
~ ~
C a ~~~ ~

o ~
a
~ ~ ~

F
a ~
m ~
=

N
'~

1'W ~T~~NJLl~ ~~`lJ>)'~N1L1~
~idL6~ WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND PROPOSED BOX CULVERT
L
® DENOTES FILL 1N
WETLAND PROPOSED PIPE CULVERT
® DENOTES FILL 1N
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL [N WETLAND
® DENOTES EXCAVATION
1N WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
• DENOTES MECHANIZED
• .
• CLEARING
~ -~ FLOW DIRECTION
~~ TOP OF BANK
-••• WE EDGE OF WATER
- -~ -PROP, LIMIT OF CUT
- - ~ - PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY
- - NG - -NATURAL GROUND
- F~ - PROPERTY LINE
12'-48'
tOASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
w SINGLE TREE
WOODS LINE

,.,~,
~!
DRAINAGE INLET
ROOTWAD
RIP RAP
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE

LEVEL SPREADER tLS)
- TDE - TEMP. DRAINAGE
EASEMENT ~ DITCH
- PDE - PERMANENT DRAINAGE GRASS SWALE
EASEMENT
-EAB- EXIST. EIVDANGEREO
ANIMAL BOUNDARY
-Epg- EXIST. ENDANGERED
PLANT BOUNDARY
---~------ WATER SURFACE
xx xxx x X LIVE STAKES
BOULDER
~~~ COIR FIBER ROLLS
NCD®T
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT:333S1.1.1 (B-3917)
PROPOSED BRIDGE REPLACEMENT
BRIDGE N0.311 OVER SWIFT CREEK
ON SR 1379 (PENNY ROAD)
SHEET 3 OF l ~ 06 / 1~ / 06

a ~
~~®~lLA~T ~l ® t. N~~V
NAMES AND ADDRESSES
PARCEL NO.
NAMES ADDRESSES
P.O. BOX 590
1 CITY OF RALEIGH RALEIGH, NC 27602-0590
P.O. BOX 590
2 CITY OF RALEIGH RALEIGH, NC 27602-0590
NCD®T
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT:333S1.1.1 (B-3917)
PROPOSED BRIDGE REPLACEMENT
BRIDGE N0.311 OVER SWIFT CREEK
ON SR 1379 (PENNY ROAD)
SHEET ~-}' OF I ~ 06 / l~ / 06

z w a
O E.. W o
Q W U
F
0.
W
~ rn
U
a 3
o
°
o
c
~
a
f
~ a
o
z
a
x
o z w w ~
:
o z
~
~ .
w
~
O O w~ D~ a
H z x ~ ~
~ ~ ¢ U O Oz r^i lk
~, 3
~
~
d A O O Q~
R: 0. Z
~ 0. ~ ~ ~
U 0. F
z w
W
x

O
Z
Q
F
w
LL
Z
N
W w (~
d'
~ Q a
II
~ O H
W II U
Q
J ~
U Q ~

O ~ ~
w w w
~ a ~

z
a
~ ~ c
m rn ,--.
~ ~ ~ ~
o
Z ~ 0
(n GI C U d

--
U ^
r- c m E ~
a

o
~~
.XL
E~
a wU

to C
W .~ C U C
c t0 N
~
Q .~ L d ~
E O
~ wU
a
W

rn

LL-
~. U U
~ _O

O _

O
~ ~0
0 0
Q •-

~ ~ ~
C U ^ ~ CO
v o O
U a ~
Q
c
G ~ y
~

F' C
C C
f0 C ~
(6
f6
_ ~ ~ ~ O
O
~
W U ~
a ~ ~
CI
D M
C
Z `-° U
~ o
Q ~
y m
v o
..i ~U~ o
~
a
o `~
~
~ m o
p ~
Z
Q X ~ o

J W

w ~,
>
> C ~
= ~ f6 O
H LL ~ .... O

C to
N C 'O
N _ N
(fl
_.
E O
LL~
N o
a
y ~ IL
~ F- m
~ ~
2 3
~ N
~ O
~
J ~
J
J (0
a
O
O C J O Y
~
~ ~ +
o
~ LL +
ms
N
e
- ~
~
0 H
vi
~ ~ Q
(~ Z N
O
H

1:19:26 PM
0:\75399\B-3917\Hydraulics\b3917_HYD_PERMIT_tsh.dgn
rene.remv Hvim;vv~
PROJECT: 33351.1.1

~
m
~
n
r 0
o
m
=
_ 70
° i

r
D
O .... o
~

°

y a
~ ~
~

V!
°

~
l'i'1
~
O
~_
Z

Z
_

~
N
0
V
rn
°
"
m p
z~z~~"c
~
g v b
2
-~+°Z°n ~ N ~ '' ~ D
mG1Zn II ~ ° o o ~ r
~~~~ 'i ° ~ A N ~
~
~~~`" ~, ° u a° u u m

A<°zo~ ~~~~~~a ~°
°m~0~ S
~
m7e
m
v

O
~ ~
o ~ ~ _
r m

V7 „~
p
0 r

n
:.
( s
v
N
O p
~ N ...1 Ir
~ ~
~ ~
~
~
0 7 ~
7D ~ F'n
,~.~ ~ Q
~ A
y
v
~

~ ~ x ~
V ~
V v ^
^
VJ

~
II II II O
0 0 o

a J
N -
=
3 ;
N
y
N

n~ n~
~~ ~o
p ~ p ~ ~

;o~j
ram
o ~ n
~ °
,
g~ p m o
a
S
a po
X
Q' o ~
AO
~
vl O m
~~~~m
?~a~
~~m ~
_
,~ ,
~~
~ ce
6 ~ ~ y
Nam ~~

a ~ C
~1 +
n m
~ x
~
i
v

O

na
~ ~
~

Z

y
~~
~ ~ ~ '~O
., ~ xx
s ~°
t .~M
~a
~y
TIP PROJECT: B 3917
S~
~r
~z
:~
~ ~c
c ~
~z
~~
~~
(n C~
~ ~
v v
~.
~ 'r~
o ~
1
('~ Fes;
Q.
J ~
o` °,
per-
6 ~
V! _I
~~
I~ ~-
~ ~
~ ~~
® ~~
~~
~ 'y~a
L..a
y

8

,~
,~ w
~
"
~ "
~ R
~ V

~
m ~
r
Ci

6~

Y
~ _ ~~
~ ~ m~~ a
o ~ ~~_ $~
iT y~N ~a ~$ C
ti
~~ p7 ti~ ~ ~~ T~ mm
~ C
N ~ ~ ~ ~ Q `
~~ ~_~~ ~~
i6~~o° ~o ri~~mcil ~
?~ r y _ , a
~~H ~ NSry ~ ~ 2
~~~ ~y
O
~ ~~
~~ ~~ ~~ ~
~~
~`~ ~ ~
T
~g
n n ~
.i ~ ~
~ r
S~ e
~~
H
of
REVISIONS
OYIN1005 - N1D - ADDRIONAL TOPO ADDED
03282006 - BRP - CONST EASEMENT ADDED FROM 13+85 TO 16+45 LT AND 16+50 TO 24+00 RT
~ N g E R A" a
n
~ ~,d~ ~~
~y ~C~ 4~ ~m ~~
(~ ~; !Y ~ ~.azaZ.te~
S ~ ay 9•~
Y
o ~-IrOD~
E N R` tl tlc~
~y~3 ~ ~;~
~~ ~~~ ~~P ~_~
of ~ 8
9p n
>ti
a
s
~~ ~ w~ ~ --
s ~ ,~~~' 1
~~'o
~ -
~ ~~g~ ~^L~=_
o r
~ ~ CA :'"
~ ti:-,~.:
1 ~ ~ ~.
~;
;-
;'
sTq
~Ox
~S~c~
SyF
~~O• s
N~~
mm
Imo
mo~
m ~
~ O
2 ~
m~
z
~ ~
on
z°
~, -,
~N
~~
cm
n
-~ u
O N
Z ~
O
~~o
D Q
~'
n ' ~~
D ~
~ ~
m ~
~ r
o z
n N
~ C
~ ~
'TI
~ n
~ n
n m
~ s=
n
m
~' S ~
8
~~
~s
~~ ~~
s~~
€~~~
~~ ~
~: p ~- ~
0

REVISIONS
ON62005 - NJD -ADDITIONAL TOPO ADDED
032N1006 - BRP - CONST EASEMENT ADDED FROM 13+BS TO 16+45 LT AND 16+50 TO 24+00 RT
JI/U-PY~/yr ~ 6/I / ~
a
h ~ ~
m~ ~~
o ~ ~.._ ~o
~~.~~Orn~~~$~~~ C
~~~~~~~o~~~~e TTI
Q ,, m
N ~ ~ ~ ~ ~RppQg1 ~
Yl ~ ~ ~ ~ ~ ~ ~ ~ ~. ~ ~
~~~ro~~ ~~~~~ ~
~~~~~ O
'-1~~ s ,rn
-i 2
~ ~ ~y
~~ o
~ ~
~o ~~1roD
¢p p R R 11 Rig
H~~~~y~~
~~ w~~
~cn -.
H ~ .,~
.. ~-
o~yrOD~
~R N N R p R~
N ~ ~~titi ,__
„__
m~ ~~~~ =3
~` ti~~i _`
~~
~~,
;;
gg
O~
~~~ ~~
~l
\~
~'^~
~~
rn
r
I
~
~ ~
~O
s
n ~g~
n
n ~ ~ ~O

~ ~
~~
~~
g~ ~~ I~~ ~

`I I~ ~
~ ~~ ~ o
~
1~ ~m
T
a4 ~ ~
r''
" \ ~
J I
€~ ~~ /~y~~ ~~ ~
~ ~ ~i
I 1
~

n I
= I
~
I
o I
~ ~
Z
^
Y,

~
o

rn <~ I
I

rn I

Z I
i
m

1
1
~, Z ~
I
'

N /
i
I
~ ~ I
/
~ I
I

m
' I

rn y
_' I
/ /

O
, N
~$

.
te ~~
s
~.~ acs
m
_
.
a, ~ ~
m ~"~ ~~
~c~ ~~
~~~
on
r
~~
z
o
~~
g ~
~~ ~~
~ ,
~ ~ o

/ ~ ' D
v
/i _~
~ m
Y ~
c~ $ s
N
~I~ Im
~~ m
0
m
m ~
~lo =
m
z
a ~ r,
~ o
n~ z
ro c
0
z
N
0
I~
~~
~_
~p Im

Mqr „~p/
c
tip, ;,, ~~- ;
NF sTq
~oXq~,~
"1S~cF S
h'F~.
HO
•S
~ ~'1
m r=
~ r
o z
n ~
~ c
~ ~
m
~ ~
n m
~ ~
n
m
z
0
IJ
Q
O .9 Q
d
(~ 'g'~
N ~ ~~
o S R
o °
o ,~
~' m m
~~~
°m~
O
mod
m ~
~o
x~
m ~c
z
n~
on
z°
N -~
~N
~~
n ~
~ ii
Z v
0
~ N ~ 'ti
S
W p~

~~ ~~ ~~
f~
s ~ ~a
c

G
- ruv - nuum~nwi. wrv ,wuEu
- N1D -RAN CALLOUIS CORRECTED
- BRF - CONST EASEMENT ADDED FROM 16+SO TO Z4+00 RT
REVISIONS
3N~~H~1~
~o+oz vis
V ON ~~HS 3~ ~ ,
' ~~ ~~
o ~ T
I6 Z
3
~ _y b ^
U
~
~ 2
-IC
En C
~
n
n
~, \
n l c
~
i

O

! ~~:
~~
O
~
E
LL~
A}
-~~
t
~~
~L
m
rn_
y
ao
~~
~r V„
%' ~.
,.,
i~
' ~;~-
/ y
i; 1
,~3

8~
~~
~i
~~
~~ i~EZ.u).YCS
9~'60L
1 ti ''~~r
~ El ~ lIl/'~
rw
1` /~/ ~'
~;l
/~~/
~ /~~~ 1
// ~~
,\
~~
~ ~ ~~
^\
~___.
_._ ... . 111 P.i~ ~._.'-.`
ill', i.
~A
~1
r ~
y~ f
~ r
~~
~~
,.
1~
~`,
/J
/'~
~'u 4
l~
~ ~
~ r
o z
n ~,
~ c
~ ~
~ n
-D n
n m
m
T X11
t9
~~Q
_ ~
l7 'gg
Vf ~~~
D ~q
m ~s
~~
~w
V q~
8~ z2<
~~ ~~ ~ w
~z ~~
0
~~ ~
~~ ~ ~

-1•uv-AVVIIIVf•IAL IVfV ADDED
- N1D - RhV CALLOIlTS CORRECTED
- BRP - CONST EASEMENT ADDED FROM 16+50 TO 24+00 RT
REVISIONS
~N7~V~
O+OZ dlS ~~
y oN ~~NS ~~~ s
e
.~
~~ ~~ ~~
~~ ~~
~~ $ p
~ss ~ ~ n ~ ~
o

I- y o
t
L ~ ~
2 ~C~
~
n ~r
zm
~
I ~
I

~ ~
e ~ gg
F~~
c
i~

0
~^
~v ~y~0~
i~rpN~"p~
~~ ~~~ ~~ ~~ II~~ m
~~~~ ~ ~~ y
~ ti ~ ~
~ I~
~~ ~ ~ ~~ ~o
)~ N rn~
~~ pOD~ ~ ~ ~~ Cn
~N ~j,~~ ~* ~~ ~
~`R~~~ a~~ ~ ~~ ~
# A
~' ~~
~ ~~
~ ~~` Q
m '°
~ ~ ~. _ _
,,~./ ~ ~ L
.-~ fi (u
/ ' ~N ~ _ .,
/ / ~
0
~~ ~~ e~ ~~j~, ~ I
N~ ~~ All'~I
~ ,IIIIII I
~~
~.
c<
Y 4~~~~
"~:
~~ ~
(~ ~ //
~ I ~ f~,
~ •.
\ ``
~~ ~~~''1\ 'V
1\ ~i~
I , :;;, cY
;I ~ I M.: 3~;~ ;
`~
%1~ - ~~
~~~ ~i;bb ~~'~. ~~ y laf ~~~' y '4'°ER
1 r' I ~ '/
I~~~
.' ~
s l r 1 ~~
.rii
~~~ ~c ~ ~ ~ 1~°~ OOE ~ i ~I
~ ~o~~ ~ ~ / '; ; ''' ~ , - ~~ ,-' -- ,~-- ~,~~~ti11
,', ~ y~,
b Z ,,~ ~~ it l,; ~ - _ ;, ~~~~ ~;~I
v i ~i
~ I _-Z.1
Iii; -~"
,~i ~ti3
I~~~~~~P ~ ~ i~ i~ ~~ ~ ~~1~~~~
~ ~ ~• ; ~~ i / 1..~
I h,~y I ~ ~ ~ ~ , ,
i I ~~, , I
' I ~.--s:.e].YZ'. I~'
}
~ I
~ '. ~,
~ Y ~Y
~~ ,y~ ~I.
`~
~ /
/' ,/ / io ~ k' ,
~ v~ / // / ~~ ~,1 \i \
`1\
1 •

~- ~ ;' ~ ,~, r -'
~• ,r ,'
I~! - ~~' ,~ ' ~~ 25
~. I ~ ~ ~ ;v ~ \ ~ ~' FR
j I J t" ~ ~\~~, i{ r~ T
~\
y ~l ~~ ~~~
/` /~\`~\
o'
r ~~ ~e
~,_ ~,_
\\
~_
I
~.
~~~,~
~~,
v~
Zen
~~©
o~
~ '. ~ N
\;~ i :.a
,;
~r~ ~ ,'~~
V 1 A a~
S ~ ~
~`~ ~.
C~ \ _ \
off ~•~ ,,~~
,; , ,;
\~~~~ l ` ~ \ ..\
~ ~, ~\\
~,_`~' .
\~
O
V

~
,
_ ~Y:~
_ ,,f
• ,
~;
~ \
\
I ~ \\ ~
a
~
i
J
Y` \
r\
.
Y
~i
\~ ~~,
\
\
\
_
I
_ ~
Y
~
~
~'IJ ~
_
~ •~_

~
~OtF
\
I~
'+'
\
~.
r ~'• I. ~.
1 °~ ~ ~.~
i
~ l ~~,
~,\ i ~
b ~~~
~ '~ ~ ~
1 ~1 Ili`
/ ~ '~
\ I ~
\, ~\r
`\ ~ ~
\~~`\ %
~`
~~
v r- ,
3~
~I
I
.~ . ,
f~
'~.
~ r
.~ r
Z
D N
C
~ ~
~ D
~ n
n m
~ n
-1
m
~I - ,_ ~. ~ ~,,
ii ~~ ~•
\\t I `` ~`z \`~ ~ -\+
~~_~1~-; V~ i~ ~ ~ O ~
I ~~`'d ,~ ~~, ~ rc A ~~~.. ` ~~ ~~' IJ ~.
- ~ 1
~~~~, I,, ~ ~ ~ _ -, ~~' ~\_ A, ~ s Z i
VVV ,1` f;I ~ R7 z
w
~, I\ I
~ ~ ,- ter....
RUC --
v _._
-- -- -
V __
,i I
1 __ _ -'
.. Hr. PrM
% %

lice\b3917_hyd_pfl_per mit_06.dgn
' N
'N
r
' N
N
'N
W
' N
A
' N
cn
' N
O~
' N
V
' N
~ Z
r r
`~~oN
N ~ 41 ~
~O N ~
} CD N
~ + ~ Z
It a S
W m C
N N
W ~ G
'~ W
~ A ~_
!' N Z
~O -~
N v
Z
~ v
T D $ ~
~ o ,~
+ N vv Z
p. V V A
N ~
~ T
N W N
PL~_€
L I"' N Z
~W
~w~
~ T
w

~ 0

om
~~
T O
V
as
o~
~:
8
~ czA~
~ 8 Cam" ~ O
.~ ~ ~ ~
l~1
„C i Cr1
~r
' ~ z
~Z
rA

64
~~
t. ~
64
9 ^ I I
n ~~/ ~~
~)
-~
l
~ J
1
~~ nl
~9 -' -' ~
y'
~-
I,
~ ~ ^"~
I~ I --? Swift `"~~
64
~ J
c
E11tD
PR~JECT-
~ ~, ~
f
LAKE
~~ ~. _ _ WHEELER
m
BEGl11t
-PROJECT ~- ~" 1
'~' `t `" DIVIS~O~T OF HIGHWAYS
- __: , ,
~( y ~ ~ 1~ ~ ~ ~ ~ ~ ~ RICHMOND COUNTY
~y J~ PROJECTc 3335L11 8-3917)
,.
~ /(~ ~ ~ ~ PROPOSED BRIDGE REPLACEMENT
~~ J~ - BRIDGE . NO: bll OVER SWIFT CREEK
.r -
ON 'SR 1379? (PENNY ROAD)
Neuse Buffer Permit Drawings -
SHEET ' OF I ~ ]2 / 1~ / 06
~ ~~
~ NoRT~ cAROUNA

/ ~
t '_ ~Q1Y9 911 c •~ "~..s •_~.7_"'~~~ s
` ,~`-~~ ! t y f Tit , l1 ~ • ~~ ,f,~ .'~'- '.- ; 4,_.,~`
> _ ~ ;J
b ~ ~~ e`~ ~ ~ e r~ r ~ ~ ~ >I t ,~ O Y
f`_„y + at~ ~'
.. ~ c
~~.~ ,~~ ~~ ~ ,~ ~ 3
` - ` 1.11,. '~, - ~~l ^`' ,~ ::rf ' ~ ~ `~~ ~ t
' 1 , ~, irk ~ ~ , 4i
,.
,. ,
~'
`.. .~.. ~'` _ ~ ~ 7
! ~~~ ~ ~ t \
..~--r:~ .~ ,' r,J ~_ l _. ,.,fir' ,. J, ~ .. ~~~ ~..~~~ ~,.'. _.
~E`
_.~ ~~. ~ i ~ ~ ~' ~, ~- s r ~ .
f ~+1 _ ~.j
~.
Y~~
-,
J _
.~.-, .....u.-
,t i 1 {{'Sii. ~ tl `r"' fem.. r.
/ ; -; qtr ~ •.~.`~\ ~ t i~''
~ ' -
~1, lam/ J~ z / ~ ~~ ~. a .r y \ ~ i J
'` 4 t ~
~ ... 1 # ~• r'..
~ '; r` t
S s t '\c ~ r ~ ~ : '!1 } 1
1 ( ~ ~ ~ ~ '-
~ / . 'rte •,2•- A ,/f~.\ .J }~ j j~','tt~'r, } ~ ~.`~^.
,,`` t .. _ ~.'~,,~' %, - ..11.11 a .
'! 1 1 J
R,~R,
1~
p~ _ ~
rl
U Ca ~
n ~ ~ ~
~~ or ~~~
T ~ ~ z o e+ a,
~/ Z~ U ~M~ p
~'U p Wzv
x a ~ C~
a a ~ ~ c
H
a ~
~ ~
O
00
N
O

I ~u~~~~ II,~~~N~
-iJL6~ WETLAND BOUNDARY
WETLAND
L
`<
''
'
'
'
,
'
'
'
~
~
`
r
~ ALLOWABLE IMPACTS ZONE I
<Y
<
<
<
<

ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS
® WITH MITIGATION ZONE I
ALLOWABLE IMPACTS
WITH MITIGATION ZONE 2
BZ RIPARIAN BUFFER ZONE
-BZ1- RIPARIAN BUFFER ZONE 1
30 ft (9.2m)
-BZ2- RIPARIAN BUFFER ZONE 2
20 ft (6.1m)
-~ ~ FLOW DIRECTION
T~~ TOP OF BANK
- - WE EDGE OF WATER
C PROP. LIMIT OF CUT
F PROP. LIMIT OF FILL
-~- PROP. RIGHT OF WAY
NG NATURAL GROUND
PL _ PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
~ - - -WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
--- CORE FIBER ROLLS
PROPOSED BRIDGE
PROPOSED BOX CULVERT
~~~ PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
WOODS LINE
DRAINAGE INLET
-~~- ROOTWAD
RIP RAP
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE (PSH)
LEVEL SPREADER (LS)
GRASS SWALE
NCB®7C
DIVISION OF HIGHWAYS
WAgE COUNTY
PROJECT:3335LL1 (B-3917)
PROPOSED BRIDGE REPLACEMENT
BRIDGE N0.3ll OVER SWIFT CREEg
ON SR 1379 (PENNY ROAD)
SHEET 3 OF ~ Q 11 / 30 / 06

NAMES AND ADDRESSES
PARCEL NO. NAMES
ADDRESSES
1
CITY OF RALEIGH
P.O. BOX 590
RALEIGH, NC 27602-0590
2
3
CITY OF RALEIGH
DAN ERIC TUCgER
~ PAM HILLIARD
P.O. BOX 590
RALEIGH, NC 27602-0590
6600 PENNY ROAD
RALEIGH, NC 27606

0
F- N
z W ti
W Z=
v
W C O
LL W

Q
m r
n- W
W o~
N
J O O O
o O O O
~ v ~ v m
H :-. ~
O = u~i
4- ao

~
m 0 0 0 0 0 0
Q N (h
m c0
n O .-
if7 N
O ~
N
~
0 v M

W ~~ - O
V
a~ O
O O
O O
In
v) O
I~
O O
r-
O)
O
Z~ O m m M
O N o
N ~
J O O O O O O

Q ~..,
O
O
M
O
O
O O
/~

I.L F- :-

~ ~
M
N
~
N
Q W
~ J
2 U Q W
~
T O
O ~
N ~
J
J
Q
T o
c,~
O
N W N
v
o
-
'~
L
r ~ N O
U N N
Q J
W F-
A
Li J (~
J Q
a~
Q

a -
W W
~ n- o x
LL ~ m
~ ~
m O
~ cn x x x x x
~ ~
O
U F

J F- ~
¢
F
~ ~ ~ J J Q Q
_
Z O
n O
~
+ F
J O
O F
J ~
J ~
J N
~ F-
J c0
M O
N N
O
OC N
+
(7
~ +
M
O
V
O +
~ a, +
N +
N +

O
N

a

m

~ O
D
"'

H
+ N
Q F H ¢ cn cn cn

~ J ~ J ~ ~ ~ J ~ J J J
O J O J J J O J O O O
F H H F F H
W
N

W
W W
~
Q
W O
~
U ~ m

F

O
z J

H
N
M
V
IA
c0 Q
~ 0
~
z z Y a~i
~ ~ W W
~ ~~~
~ O j} m Q LL Q
LL=~Tw~Z coo
,jMZ~~~~ z0
Q20--W W W o
~ LL O Y M Q O~ N~
O¢ m.-C9 ~w
O(n~UOM W
~ w? wuwi~cn cn
D O O O W Z
~ Z LL p Q~
d ~
m
a

~O

1:19:26 PM
D:\75399\B-3917\Hydraulics\b3917_HYD_PERMIT_tsh.dgn
rene.remv
~ PROJECT: 33351.11 TIP PROJECT.• B 3917
0 0 0 ~
~_

7D
N
N 1~ _
~ N
A ~
' U ,
N ry 7p -p
F
11 ~ O
m 'a ~ rn
p ~ ? ~ Z
~
D G O
Z c ~ ~ N
=Z
r ~ _
N

~ O
~
o °o °o ~

~ ~ rn =
~Z
m OmT
~~
~
`
g
G
~°
=z
n
z
-
II
mOZ
n N
~ t
-
~
p c N
ti r-f
s
m
A N "~ p o
~ A N x W
?

~~~`"
o
u
° n u ^
,
m
~
o
AnoO
~
y0'° c
~ cn a
°
~ ~ o a s
~ -`'' ~ y
A m

T
m~
y
p Z~+n s ~ o •
O 'a
o O
m ~ '-
m
v

O

o ~
~ ~
~
_
r ~ ~ fl7
1
~o
C O ~_
O C ~ N
T 7O ~

• ~
:
N
1
~ Imo,
V7
~

~
~
~ :~ ~
~
70 ~ ~
n~ p
O O ^
y N
R7
~ ~ v

.~
~ o~
~
~ x
V
V v ~ 3

II 11 II
v
a o o

~ ~_
N ~ T
N N

n ~ n
i

~~ A~
;o ba c ~
O ~ O
T U y O
_, y
`d
i ~l , k ~
~~ ~~ ~~
~ e~

O
~~ ~
y ~
z °°

~~
~
~~ ~ rr a.
~+ '' O~r
~~
'` D ~~

O~
~y
sr
~~
~~
'C
~r
H
z
-C
O
N
v

h
l"~y ,y
0 ~~
G) ~
~O
~~ ~ ~
b xo
-~
^ O
yM,
y". `r
r~
V
rr__ ~J
~l
n y
n
.o:
~~
~ m
~~
~.
~~
v

~ /
(p~
W CD
('~~ ~~
v v
I I
C~ D
~ 'rl
O
1
(~ F`~
rn
j ~
o °,
o
`'C
6 ~
CG~.I
~~
~+ ~ a
~ ~1
® ~
~a
u~u
1"~
~,
I
V
y~/~
Ld

~~
~,
~~
~~
~~
p~
I ~
W ~,, ~
~~~~
w
~ V ~
i~
0
iD n
~ o
~ v
,,, o
a ~ wig
~ (\IIIJ]
01~ f
Nm m
D~n~~
?7 Dd
~o~m ~
~ ~ 3
am~EA
o
N~'~ ~
lJl N
l0 C
TI i
n m
x ~

REVISIONS
ONN1005 - NJD -ADDITIONAL TOPO ADDED
03482006 - BRP - CONST EASEMENT ADDED FROM 13+85 TO 16+45 LT AND 16+50 TO 24+00 RT
I I h f f{
i ~ ~ j,-
i l ~: -
~~~ ~ r ~ i~ ~j.
+ ,., ' ,
~ y~~D ~~ ~~ ~ ~,
t
M R R R R R~ `'1
u nyi~~wy~~ ~ ~~11 :~ ~ ~I
` lam: Z ~~J '~
[P~ _ t
i ` ±~''1'
~Vf ~I j) ~ ~ 2 ~ I j ~ w! g~t ~ ..
~ r'J /` io M (~~I
~a ~yrpD~ j r' r r ! co
SO N R R` R r~ s ~ t ~`~ L;~ ~n
1 7 ~~
/ ` ~ ~
o r
cn ~ ~ ~
` # ~

1
~
n

~ ~
~ r ~

~ _
~ ~ ~
~I
'\

~ D ~ ~
r
= O = O
~ ~ ~ D
~a ~~
~~ ~r
am am
~-
z~ Za
z N m N
m
- N
~~~
.`~~~
~~
;;; ~~
~~

I
a
~r~y4yF sr ~, , r. ~,2,. /
q ?~
x~sFF ~
sy~
yo
•s
a a
r r
r r
0 0
E ~
a a
O7 W
r r
m m
~ ~
v v
a a
n n
~ ~
~ ~
N N
O O
Z Z
m m
N -

3 S ~ r
~ @~ c
yy
//11

~ 4 ~ ~~ ~ ~
q ~ i ~
T
y
UI ~~~ t "w
~
~ FR -"
-
- : a .a,

REVISIONS
ON62005 - NJD -ADDITIONAL TOPO ADDED
03282006 - BRP - CONST EASEMENT ADDED PROM 13+85 TO 16+45 LT AND 16+50 TO 24+00 RT
f , lr~. 'S y/~ ~
1= ~.
b R R R R R R ~' ; ~;/
y ~ ~wpp y
R1 ~ ~ ~ + ri 1 ' , i .r ~
R N R M
,~
O ~l~ ~ -~, ~, ' ~~~ r
~~~ ,,: rl
~~ ~~,~ _ ~ , , ~, f~r~ -
y ~ ~ ~ m ~' /v `~
t}{f~ 6, F / EE
~,;. , i~~H ,• ~/ J . - ~ M,
tfr 1'~ ~ y j 1` ~ .A IBS II ZIP

f D E D
r
=O =O
~ D ~ D
-~ ~ ~ m
r
a m n rn
~ _.
Z~ Za
N n N
z~ mom'
m
- N
>':: ~
~ ^^
,`~ ~^..
.`~` ~
v„
I
Z
o-
~1 Tc/Y NF ;, r ~ ,' r /
!/ !
STq
?Oxon
"~SFF S
yet?
Ho
•s
0
N
N
~ o
v+ n $~
N
o D ~q'
m ~$:
O
O N
' ~ ~
~~
s~
r
D D
r r
r r
O O
~ ~
D D
~ O)
r r
m m
~ ~
-v ~
D D
f7 C7
~ --I
N N
N N
O O
Z Z
m m
N
~~ ~ ~
~~~~~
i ~ J z
2
,: Q a ~

- N1D - RNV~~CALLOUTS CORRECTED
- BRP - CONST EASEMENT ADDED FROM 16+SO TO 24+00 RT
REVISIONS
1~N~i~
~~HS ads-0o} OZ dls ~N
• O~ .~ l~t
~i
~3 pp
~ 37i
3rF
tim
S
~e ~
2 ~ n ~
o ~
ll
~~
r~ ~
o
y
O ~ n~

n ~~

~ ~
n

n
1 =m

~
~
~ ~+
8 N'a
°_~
.
O
"'
~
~
A~
~o ~
~o ~~1rOp~
¢~R 4~Qy;~ ~~ II~~ ~
t^1nllf„I~ `~~ ~~ ~~ y n Q
~` ~~ ~ _ ~ r
0
1~ ~ m~
RRROD~ T ~~ Cn
al ~
row ~ ~~ ~ ~
6 /~ ~~
r n
x ot~ -
~~ r
~~~ ~~ m
~~~ ~ ~
~~~
y ~~
m
g g r°rn
~o~~
~ ~~~
~ c~
e Z
r
`° +^~ ~ ~
~•~ ~ ~ ~
r`
~ f~~
f
I
~~ P
(!
l ~
1 i`
' rj
i~-,~~
~ / ~ ~;
~ ~~
m
i
1
~~
A
9 A
Ci r
~~
~~
~~
~r~
a~
~~ 'O
s~
~~ m
a
~y~ T _
~JI
wS~ ~Y
7~
~~,~
,!'J
. ~ -~' ~~..l~.
~~,.--
t
`~,
~,~,
A"~..
'.-~.~

~a ~~
~~ =r
=o 0
~n ~D
-I m -i m
G~ ~ c~ r
n rn n m
~- -~-
z~ z~
n
n
ZN I?N
m
- N
~~
~
S
a. C
~ ~ ~~
~
~
~ Q ~„
D
~ ~ ~ ~
~ ~ ^
~
t
Z
~

n : . ~
g
.
~
~ o
3 ~
,
D ~~ `~
~ _'
rrn z
, se
~ ~ ~
~ ~Q ~
~

-NV -IWVIIIVI\/LL IVN /LLJVCY
- wD - ww w.~ours coRRECrED
- BRP - CONST EASEMENT ADDED FROM 16+SO TO 21+00 RT
~+rol

~
~T
~ ~~
A
~~
~~
~
~A ~~ l$
~ n ~
~
~Ib ~
~

~
O
~ m
n~

~

n ~~
i
~
n =m
i
S
°I~ c ~E~
o~~
~ O
~
i
e~
Ro r
~v ~~~-oDt~~u~
~rNN`NN3
l
~~~~~~
~~ ~
~~roD
N N N N N
~~ ~~ III
~ ~~ y
i~
1~
V
l~'' ~ y4
~/II ~~ o~
I I ~a ~~
REVISIONS
s-0o+oz vis ~N~~N~1~
v • ON ~3NS ~~ I,r*
'/ ! ' ~; ,.
'Pyb ~O
d~ m~
~~~t ~~~
~~~'4
tl2
.~.~'
,14
`{/ e ~~t
83 t ,.....
.~.~
. •~

o+~ ~ ~~ ~ ~~ / ~~
„~
_ -_.J ,
i~
1 ~
_ ~ 'y~
ii ~
f/ _.

i }

~
i f f tl
~
Ij
I
% ~ ~
`~ ~ ~
~ ,
~~\ f ~` y ,
~ r ~~ !i
~
/ .
:.
~

, ;~ ,.
~ ~
,,,~ r ~
~'
_
~
s
y ~ /r ~ fir„
I i
/ / ,
I~
f ts
? ~
j'
~ 1 :: ~~~\__._ . __

~ ~ ~ Y
~
~
~,
r. ~
~
`1
;; w~
1 w~
~~

°~~ ,
;,
~D
~r
=r
O
~ ~
~ D
c' m
n
--~ _
o~
zD
N f")
O ~
Z N
m
N ,
er
o ~
~_ fib W
? C
N
C
= ~ V
n ~
$; ~~ c
rr
~
c D 3~
q[~
S IS ~/•
~\
m -'" J

o
o „

3:00:43 PM
q:\75399\b-3917\roadway\proJ\b3917_rdy_tsh.dgn

Y ~` ^.
~:.
33351.1.1
n~
r
7
a
~
n z
~
O
Z
~
~
v ~
=
r
h
y
~ 'p
70
0
m
D
r
~ r
x m
a m
m
D
2
rn
r_
N
rn
N
> r
VI
1 =
~ m
v
i ~
i ~
I ~
0
cB cB
~ ~
v
I~ D
o
1
O j
C~D CxD
~_
O ~,
o ~
p~
O ~

~ ~
a ~
y
Z
~~
~ ~
~ ~
~ ~
~~
A
~ ~

~I~

g7
~7
~~
~Y
~~
ro
~z
O
s
I
a
W~
N~
~~ ~ V
i~
TIP PROJECT: 8-3917
--:~-
cz~ . ,<~:
PROJECT

R
„ 'V N N v s
o ~• c ~ ~ ~.
m S° o
~~ m~~°~~
D +
o ~ z ~, ~e
o,
o
s
e;~~'
S O ~ s
~ v!
m ~n
m
~
a ~
o. ~
C W
N
-~
~

y

I
~ ~
L~
b
3 q
© ~
a ~
Q
v n N m n~ o ~" ~ "'• O lb
3~ c a 3 $~~~~ H C
S m' n O o ~ c
v
~ ~ ~ ~ 3
:• < ~
0
~~
O
~ Q
0
'o
C
a ~ ~ ~ ~~ ~ S ~ ~ ~
~ ~ g. m ~ m c ~ ~ ~ m m
~ N n rt A T (~
~• ~ m C ~~~ O O ~ O
~ m c~a~ ~ $'88 ~~
a a ~ ~ ~ ~
3
T
a = - 3 ~ ~
S
n ~
O
0
v
I I I
I I I
IT I~+
Ali
n ~ ~ m m o s '° ~ m
• o o o~ m ~ o s~ ~~
c' m 'o ~ '~ ~ m o 0 0 0~ m O
~ ~ ~ ~ ~ ~ m ~ ~ o m T
'O ~ j G j =' O O
~ ~• ~ o ~ o c o
Q ° n `0 n 'c.
o ~ ~ ~ o
o ~ ~ o_ ~ o =
g m a ~ O
O c ~« o ~
~ N
N N C
c c ;,,
`F -r I
I I ~
I I I
I
I I I I I
®~ ®a o ¢ ~
I
1
' o~ o o a~ o o a~ a~ ~ o~~
m m= T~ - O O~ C 4 V
0 0 ~- ~ 3 $ T ~ ° o ~ ~ ~ ~ ~ ~ o
m m o~ p• o~ n o c o w ~ ~
a a~ , g ~~, r O ; ~ O O
3 o Q o~ ~ s
~ g a ~ o" "s ,b
o ~ o ~
p- c ~
~ ~ o
I I

9 i
s ~
~ I
2 I
~ !iO
~o
i
i ~ I ~ x ~
aa~o~~'a~~a ao~~~~ ~~~~a
0 o m m~ n °33 a'?~ ~~ Z? m n o ~ o c a O
C G p n o o s ~° S C~ '+ :'C
O O ~O ~•p O O
m m
3 0 c ~ ~ ~ s
3 3 3 c
~ o
V I I I I. I I ~ ~
~ ~I ~ m I Do ~ ~~~°
N
~I~II I }
o° jO = o 0 0 ~ ~' '° g' ~
a ~ ~, ~ f ~ O a ~,
o c oI ~ o o ~ ~ ~•
° ~ ~ ~ c g 3 ~
~ w ~ ~ ~ ~ 3 c ~ -°'o
~ ° o ~ o c $ .9 0
O O = ~ ~ O O
~ O •p O W
m c a. o o`
'_ ~ ~
• o
0 c
m
I
I
I
I ®m ®~ ¢- ~- o- •-
I
I
i
I I
a O m m 0
s m a c o ~•° o s~~
v~ m , ~.~
~ ~ ~ O e ~ a > > ~~1
e K O_ ~ O ~,
~ e c o
O ~ S ~ _ ~ ~V
X
° ~ o°. c
o ~~ ~
~ o_
rn
a
0
I
v
o ~ ~
N
I m i =
~ ~ n
m 3
~„ a ~ ~ a cS ~
O A ~ ~ N T O 4 f7 70 ~ 4) (~ e G
7 ~ ~ N N 4)
O ~ ~ C ~ ~ a ~ _~ 4 8 T q ` 7
o' O O~ x ~~~ s~ o o h o O~ w a s
in A
C o' C (7 o H
m O rn Q' A T
~ N •, ~ ~~
~ C N
•I• m
I
D I n ~ I ~
m D I ~ I '; I I I I I
e ~® O p• e+ ~ I 7 y l l
~ I I
I I I I I I
I ~ i
~~~.~o ~
~ ~
a ~ ~ o
~ ~ ~ s
v ~ s
0
N
F`
T
•
I I
I
n I b
n 0
s I
I I
I
~~
a
~•
~'
n
0
z
m
Z
O
z
D
r
5
z
rn
rn
t/'!
G0
r
to
~_
®~
a~
C~ ~
M.
0

r~i~~ ~~~vr

Zvi ~

;~~
~ I/
I
T
~
D
~~5
m ~
z~ ~ o
~
~
s ~, ~
~
<~ m
(~ ~
m m
O
O ~
v~
~~ T
O
~~ a
O °'
~~
Z V1 Tl TI
o m ~~

m C
m
~ ~~
~
_
=z D r~ ~
Or Z i i

C O N
N ~
p D ~l
O -1 -i
DD
m~
~
O N-
-~ Z r -- N
o to O + + n
C7
D U7 O
-o
D
~~
_ -{ -~ - ~
mx o 00
z
C N p~
D ~
(7 D O ~T"~
m~ ~ ~
C7
o~
~ ~ ~r
D D~ NN

-~
r
P

~ c -a m
N rn
-+ v
N v
~ n
N n
...
< m m -1mD•a -1T Ov19 ~a mDN rDT
D X > xmia <a amta <a mia Dia
a r
a a > o ~o m~vo vo o < o
W .i z•o» m•o DimT m'v vDV mD~
D 1 x rz• ix rz• az•
r z
~ Cf><
~ N>
~ a < D
o f1D< DD
m cf n
m<D
=oma rn
v ~m>
io• a a
~
~ m<>
vma <v
m~

m
D m a• oa x o• oa a• as
a '"-+D m0 Dmm m0 ~+D DO
'n < Fy ZzOG - X Zm- O - X Zpv pX
S s m~ • ~ • mm m•
m ~ or
m>ai D
1+ e~D
=r 11 D
A r
~

z

v<Dx
_

D x 1

= Da-~

<>x aW

D=

~
v xamD zD m
D D D
x W W m z
z
o W z
m am>
m W mD
m <
s ov D~ v av a~ o~ ov m
r
1 zTx
O D <x
mD m.~.<x
vzmD <x
mD zTx
o D Tx
D
~
i ~ r a r
1 1 a r a r i~ r ~ r m
v
> 1
rA D
O 2 r> i
>G'> >~
Q 1
~N m 1
m
Z
< m n mo <mn mn o n n ,.,~
m
e mro
mmz o
az m o
a z
' O
az ro
mmz ro
mz
m mo Do mS
o >o Xmo mo ~
z
1
~ ~• a
x m is
mm is
zmm is
mm n• a
m m a
m
n
> v -i -~ 0 1 1 m y -~ v •~ _
m zmm
a om
11 iom
T om
71 vmm
a mm
a
m
m W
m ~..~ T _

W =m D
pm A z
mi ~ 2
m~i A z
mi m C
n~ m C
C
1 -r• m mm mPm mm pa
-• ~1 pa
T r
z z<a rs ors rs ~+<c>i tc>i m
v ovo mm xmm mm zom om
D m• C tpv >mv wv
•
a ~ a • M z• M . w v
n n
v iTm D D D mTp Hp
xmm T1 NTH •pi •OmC 2C
~ a- mm mm mm iaa a
~
Q' a
< 0 0 0 ±T ~m
1
G s m m m ~
N Q T pC MpC pC x
z avm a z• a a v~
o mm m m W m< o
Dvm tm vtm <m ~~ Tv
v mia v- ~v- o- =m m
m a -~
D v xm aD Om
-
i o
ia 1
r o- 9a o
~
z
c_
R
D
e
m
m
m
w
r
O
m
m
s
m
c
z
m
m
W
W
x
z
1
x
m
i
W
m
~~~
~_ m
~
~ ~ ~~
2

N ~

Z
n" J ^-
a•
~
^

0 ,
n ~;~:
!,'i
O
's ~ m
~ , ti
y= ~ ::: z ~

^ i
I
v
,
2
~
~ T
}^( ~•.
Y „1
iii
//
~ ~
m
O

~
! ....
~ ~ n
N t~:-

2 i

/

~'^~C
~'•~~

~`
C ~ ,
_ uL
2
A
vJ _
~ ~ .tiN
.J
/ nti•' Q
%~% ~
~ .{~•
.
~
~
~ ~~
~

~ :`.
~
~ f ~ ~;~

~ ~
2
~ ~ `"
: o~~

r ~
~ ~ ~
C D
D
x N Z
~J N-
° m "' ~
Do ~~ z ~
o
~
in D
o ~
,
,~
~, <

~
~
D
z ~ z ~
~ ~. *
~
,~3f
`
~

~~
;
~
Pl~ >
,s ~
.
~ z ~

0207/2006 - NJD - RNV rGl10UT5 CORRECTED
0382006 - BRP - CONST EASEMENT ADDS FROM 16+SO TO Z4+00 IR
~r~~ 05032006 - 8RP -UPDATED SURVEY REf9IBJCE FITS TO REJ'IECT CHANGE IN PROPERTY
ONES
~e
3 ~~

aL
~
TT ~ l
~$ x o g 'n
O~

"1 m
0
~ o ~ ~~
~
~ ~
~
~ D
~
D Zrn
~

g T
E
°~~

- -
- -- i~
~~
r

~4
~~ ~~I~ODb
Cn u u II n n '~ ~
x
n,~~~~`Qntf gA ~~ I~~~ ~ n~~ ~4 ~
T (^ V
~~`~ ~w~~ ~ ~~ n ~ ~ ~
~; ~ i
r1pp ~' i i ~ Zl f`
1~ ,,, ~ m~ j "' ,~ it
~'1~OD~ ~ ~ ~ ~- ~r a
y
n u 11 a ucn obj~$ ~" a 1
/ I l
~~~IV W I ~ ~ ~z ~ ~~ 11
0
./ / ~ N
'-i ~
o ~' ~ ~ ~ ~h~ I I ~~N
a~~ ~ m I~m
~~~ r I '~
e ,~ ~ / ~ ~~
~i;~ # ° ~ $
8gm /
NI
o ~- / ~ ~
~~~ ` ~
u ~ ~ c
o~ ~ ~ i
~ r ~ ~ ~ ~I
~ I ~`
I I
~ I
~~s9• ^.cz.ir.9m ~ I`
C ~5 .[B14 r~ <
17.37' Rt. +20.99 ~ ' ~'
,~v$ ~r8 d m ` ~
~ ~~
~~ 1
~~ N$ 1
3[LbL9tS -~
9x'602
1
o
r ~9
sue. r.
i FOda
t
N y0 ~ K
rn ~~
%i
~ '/
_~ m$
` N
e I r ~ M .iiiaoi ~ z.
gg ~ ~ M ~ ` Z ~, °s. .
~~m ~~I ~ ! No~~~~~
ON ~~HS a~~.tOZ d~1
r _~ \

REVISIONS

o ~_
~~c S3
~~~ ~~
e~
~~~
~m - ~:
/.
~ 1~
~f
1
,Z~~.~
_~- --•
!~
_f °~~
_~ ;
.~
,~ ~~ w
;~ I u a
;> \/I{ m
Z c~
~~©, .~
A \
0
~~
,.~ y
Ny
~~J
NB. OJ;
o
-o
Z
0
o D~
> m
~~
No
0
i'
,.,\~ ~
0
m
.~

O~
~-~ ,1
1 ` ~1
1 y' %i
°~
~ 1
1 i o
5 , ~ ~ 90
1 ~ ~+i
1 / / A
' ~ /
~~ i
'' %i
~ ~' ` ~
/~ ~
t
~ 1
1
a\
v
/ rC
/ Nr
/ sL
/ mo
_~
~_
m~
~~
m~
m
r^ ~
DOW ~
A T
' ~~~qc+
C+g ,99~~yS
3b5b
a /
~C
z
h
q~' r0
~~y+M
~~
83
3~
46~~6 S
~v•
O

N ~.
3
~
~ ~~
s "
_ ~ O
g z
rn H ; ~~ ~ ~
c ~ ~~ tom"
~e ~
V j

REVISIONS
4
ON6200S - NR) - ADDITIONAL TOPO ADDED
03282006 - BRP - CONST EASEMENT ADDED FROM 13+lS TO 16+45 LT AND 16+SO TO 24+00 Ri
-i
~ ~ M
~ m
x
~~~ N
o ~~ ~~_ ~6
``~~b=~ ., ~~ n
~~ m ~ a-~
~~~~~~o~~m$~im ~
m
~~.~~~o~~~~ m
o~~"-I ~O7mm Tc ^~
~~ ~~~
• J
~'~~~tt°nny~y ~(((~~~iii~j ryi~ ~
~~N ~IyO11~~IT~ ~'~1
ffi~~~~c~ ~ i ern O
~~ ~~N ~~ z
~~~ ~~
0
~ ~~
~~ J ~~~
~~ ~~~
~~
z
n n
~i a
`N}
T
i ~~ ~
I 1
~
I
~
n I
I
'
2
I
O

Z
G1
vo
7v
v
I
D
rn ~ I
I

rn I

7O . II
rn
I
o Q I
/
~ ' I
y I
_ ~
l /

in Z /
m I
;~ r l
/
~' ~ /
Ol
O~ ~~ir-ODD I
R y y II y II~ ~
y~~~w~~Q r
rn^l~bttO„~2~~ ~~ 8
~~~~~wdb at ~ .
~~ ~~N a
~ -.
~ ~ '~ ~ ay7,.ot-6
b'r~
~~ ~~u-ODD r
H
•byyRyNII~ ~
O VC
y~ ~
!M
mg~~~~~~
ra~~~~~w~~ ~~>
2~1 ~~ ~ a~ u~~V
~' ~ ss m9
~ii
s~~
.s ~~}
\
/ r ~
~ ~~
•
c
' ~ ~
~~ r
~~~ ~~ ~
~ °m ~g
~
D
n~o
r
~ ~o~
~ O ~ ,~,~0
m°
~ ~ i
~
~ r
~ ~ ~ o
~
l
~ ~ 2
~
e+~
~
~
'

~~ ~~ .. ~
~~
t
' r~
~-_
'+MOI
T ~ mmT
vOn =T
~~ ~~

~
II ~
~ ~~
~
~ 'I ~ r
~
_~ ~ o n
i rn
y
n
a~ '~
~
~ '
~rn
y 2
+1
m
~ ~~J
~ /
/~
a
~i
0
a
~} ~
Qp
~ .~
. ~} Q ~ ~}
~q~;} ~
~rry ~ ~'~ ~ ~ ~r i ~
4NF ~'~ ? i
o%~
FF S~
yF~
HO
.s
~ I~
~_ O
~ ~ i
~ ~ y
~ ~~ ~ ~ ~ s
~~
x ~;
~~ ~~.=J~
~ O
n s R7
~ _ ~

0
9 ~
~
a`~o ~ ~ Q ~~ ~ ~ ~
~ A ' ~
cn g '
~ ~y ~
N ~~ ~
p
~ ,D
$! 1 ~,
~ ~
~ ~
o ~

7_rdy _pfL.96.dgn
i-
-~~
I p. .-t• -::_ i .r_. ,.~_ 'i' G- ,. ~.:- 1

1 + t.._ ,..- _. ..-T ~.~ -.. _

~-,. _l.., . ,._I I

; J I ~ - ~.
I '
I : { -J' :- .. L'.

-y

+Y i t

I I

l
;.Z.
~+
1"

y., , +

- .Jy"

T
r

Y--

t '

~r
F .j j A _ 1 ._ I '"J 1r -
* .. , 1
* _ . . _ ~.
._
~ ~ ~ r I ..
_ ~
-t A_= , ~ 1_ l.rl F-1'+I .i.-r -'. ~~/• _
I 1. T }. 1. ,l
1 ~, ... I-}'
.J~ i ~ ~f I I~ ~ 1 _ r I r

~I ± 1- i
'r1
r'~_

~ ~Y-

{.. ~ -~-+ ~ ~-
y ~i i
t ,_
L _~.
4 Y
rr r - r- ~'.'J F t . I-1
-
- J _
.
t J r ~ + 1 `. :
.i t • +t~ ~ ~ - _ ~
+
i 1 r
r 4 ~ ~F
~ 1 . ~ ` ^~t
f
---r
_.. y
- , -r r r r~. r I Tl _ _
_ '`-r
, :- '- I ,-L..

_
i r-

_ tl T_ ~a_

.
~ ~ ~
t ~- ' '. r ~ ._ _:_ ~ I--r,
J _ ..L~ I ...I {.: ;. _+. F~. .-I~ I 1 ~T I
:,
_.I _.:I- i ~
-:-' t~ '- 1j~1i L-
. tom`
~ 't .'i
~ 11:L 1
"
I C1

~i-
. i.'-}
i-~^
' ' -
+-I
~
:~I1' J~.r..i`
' .

'

~
r
x~,
~

i I
' I
-- -
{

r
_
'~:
.
Y'
-
-`.
~r
J. 1 .` Y r '_ ~ ._ t
- .: . ! I.:. _
F .` I + +
`
L ++.~ L
-t'i { r
- itI-~ - r,
1 { - 1
-1 1. +.
-
~~
1 _..I
ri
:
1 LL
~ _ _ ~ {
'- r~ _f _ 1''-'_ .
L '- _1..~ J _'~.. _
i.r`.
_ -
++.
- :
, :{..{
1 ~,-.
L
. ~ ~ _ 1 ~ 4+
~': -*_' L~`.~ +~
i
~~ :i 1 L+ = I ,, r. T.
* ~i.-r ,--, ,~ : r~ ,;. a! ,~_r 7 -
' ; LT._ }- -~~i rr, 1-i. - i ~ +
_
,
N - -ri- ;~-1-- -=~r - - , r {-rr- -r_J.- _ _.~ _- - -I' ~. ~+_ - ,; ~ _ J _- ~- _' '
:-, .-. I ., [ _
T
:1
T ` I ~ ~• {+T ~ I .' .-
. ! 1', 1-1 ~ ~+: ~ ~ _ .«
_
J
.
t!-.: I - I' - .j r :.-f:_ r --i-t '-'--r - -`~.J. 1r ~ 1
F I
7
T~.~.}..I1- 1--~~; r.- -r
~ Tr
,fi
i
~ }
.tl--F _~ ~ ri- i. =,; T~-' ~
_ r T+
T ~. * Y 1 _ - r1 r' T - i ;
:-~- L : «= } . ~.. r t• ~-r '1~. ~
+-.---r + _n i-!-1+ -~i~ _ ~
i-'- t-Y+-r- - - ~' r L ~ -i. ~:T.1 !'~~
i I ~.._~ . ~ ~; I
_ ~
r~ rY- t-
r
lY'_L
--y ,~L ~ ~ i
-- + ter, l; J
~ I
~ - 1t"
1 T ~ t 1--+
_~-.. }y 1
_- ~ T
+ I ~
: Y- -
T -:
i _ ~~ : - 7 1 I I iz r
l ~:.i ~ X I.1- I i.T!t i I r .~ 1-.-r ;--may
-rJ .rt ~ y_' -` H t - ' { `.
~..Cj. a
-1;.
~:. I
~ i A '.-' r t-i,
I{
~ t'..i
`: ~
J -.+-7
~ t-
t ft ~ F
}. I-
~ I-+--+-
r
-ii + :
~$
r-~. +}
Y'+
ta.
_ _
-
_ _ !. ~} -t -~,-, h_
_ ~ Y -,
l-
A.I i
_L r,~.~ J L - .#._ T. -
r, I.
I .i J YJ LA ._`
i-+~ J t ' __
.~ i _. I 1 ' I f J ._.. I r. :.: ~.. - _ f l . f - . i_.. ' y-: '. l J I _ _: _ I :_
+ .i ._ .: ~ t-,.'.-r. t ~. : .~ .... ~. ~' ~ -i-l .~ .`I}~- L. F`t~_ r` ^I- i-i-~--} r~ t ~i _ ~?~.S - 4 _ ~'..~ f -~- _ + _ i r'.__ I+.i+ ~ _
-rr _ __ _ _
N -- } ?-, , ,' + ,-- .t--' -(r_ r '-' J F, r - i r -t-.- } l ~ It-- _+ - r. -t"~ r+ - -~~ +~+-• t - t I
r _ rr.A.._ .J.; i J+ - ~i ~i~ +} +_. _1 I, ~} . ~ f : -I~ i-L ~ t r ~ {1_r _J L .t:! r } ~ Ir. ; L. ~~ ter':
- _ .__ _ L.. I - ~-l1 __ _ _ +-~.. ti h-' ~-I--I J-i- -fl __ _ Lr~.,1 J-~t- ~ 1F+- _ yl _. L- 1 i 1
«-, .. ~ t__ I.f i1-h'`+y 4+ ~ 1 H- 11 4f ., ,_l, _ J_ I + -:
- + , r- "` it - ~~, - - - ~ '1 '- t_ {r I±~~ y ~±ri - r r ~:~1 ' I'- ±~ ~ + I J 1
--.-, .: ~-.1 . I-1-r _ r~. - '+i -. -' ' t;:r ! ~ r f ' -7-r - . +.: '-r a--r .. _ . r,~- $r N_} ~.
..
y~: ~:. t'-~' h? ..t' ''f-r' . }J-J- :-}. ~,i-+ 41 ' -i i i 1 y... t- _ _ _ J 1 ? ~..'.
1= T + _~ +~_ *-~ I • T t-L 1 ~_-`i ~T-r . r,- I ` tT }.'.~ .J,.+ ,,_:y. ~ '--F-r y~- y ~-~ ~ I . ~I- '~ i. tT' }f
.i 1 ,. T'` r: Fi _ +.,: ~++ ~! I,`1; T1+~ I.i ~-~n ++ ~ ti
~' r J+; y J r-r_ ~ ~++ `fit i ~ 1' ice, _}_. _ ' ~ - ~ "+' ~ - j - -
,
N }z'~-. r ,~ [-i-' +~r r-. + 'a ~+r ~ i + J =r ;+.-; ~ .1-I' ~- T'-` it -+ - - - '~~~' - - rt - ~~~ ~+ I ; F.;..' :L rJ _ 1 ~ -+ r, {_~~ ' {tJ _-.*i r' _ _
N ~, i._I-, f i :; '.t~y~ 1~ 1+y+i '}1 7+~ + «i .}: i L. a t ~- + `^ .; ~" r N _.i- ~ T E ~~Oj~~Oj~aD -. i t ' ,{-F- ~ ~ Iii ~ _`r.
if yrt-l. I~ +r rh 1 '+ F i - N ~- i1-F 1 f t -+ }_~ J_~ yr }:y1 rt~l. ~~ TTI~i Tl + i ~~ r1-I r' - 1 } _ t~ ~ ~ _ _
.. , T._,
Y ~ . -1- r r 1 J 1 _•~ L}.r. ~ ~ - t- ~ ~ t ~~ Ii .r -: _ ~ -1t' ~; m ~~ ~J--{~ YJ- } r _ i J .
L i ,~I,X: +~ .r1 . ,-~ -,~ -~~ 1=f 1, 1{. ,: ~ ~y. { L I ~*' ~ ~' - '?~~ ~ tr_ Tr }T ~ + ~ ~i_ F-' ;,-, :J_:..
, {. I ~ { J i ' -•-' !' y t"_ F. _ i.:.. ~r-., +i_' H -_ ~ * ~` Y' 1 LL~~ L -+. r~ - 1-h li __
- - Y 1 H -I--'-` t-:- .y I ~ ~ t-•' -1 n~~ ` ~ ~ 1 J~ - T t `~ r
r - t _ + ` T ~ ' Y _.._ _. i 1 I A --+ L - L. + -V , _:. ~ ~ _. - , +t - i _ J-~.-,
r~ -- +r %-` -i-' -~ r'-t ~..r it '. _ - ~-. i -+. ~.+. ,..}._'~ ~. ~_I_.. S±_ ~ rJ_ ~ -~ -. .Y 't- .-
I-i ` } r-t ` - f-+-i +•-+ T•-. +r ~~ f . ~.,'' r. ry. .~: _ ,_J .J-~ ~-y _i 1 {- ~. ~ r - -}~- _ _
_ t I' ''Y .I-'-`a-I.-.. r r-1-+ r T pp1 g t+---i
W ~ t ,~ ~ }1~ F~ H I Tt, } ~~ y t J -a-r ~ 4 +Y 4T1 ..1.1" ~ F ~ t .} ~ W ci~~ ' ~ ~~ +-~ ~ ._.{ .I li;_
L _ pmx~ Q,
r+ } ~ r, r ~t- f1 -1-- I.+ +-I. y r1 i ~: *+ r ~ r } ~ _ r •i +k~} ~ ~ : ~ 1'~ --r ~ i ~~~~~~y~~~i 'y _ ~.F-{-.- } _~-I" t ~ T{ L+ -+--1 t++'. +l t-J
-+.- ~ _J.. -, +' L_. ~-1 ''.F } '-: Z L _I _ +4- 1-}1 ~-I~i: r - t 1'i~ t~~:r ~ii -.-•~-
~~ v . .. y~l ~ -t - 1 .Ll . ~ y ~ 'N C ~- i"'":-+. _ "_ T-'. _ - , _ _ _ S.. 1 F ~ + -• `-I-- ' L':
1 •-'. -+ +- J-+- - + it - r ,..}. i ,.{ ~. t'-' ' 1i -f~ ~- -r,-1-1 : r- ~ .. 1-~ i_ 1 _ '---h 1 ___
L r J + J- -t- ~ 'r yr rr~~ ~ ~ r-,-h' Y_ a-'-'- + ~l r,_ _ L i-: r J-r - ~'-!
N -7- rt', } t : r, !y - ~ :1t ~. 1 :1~ '_`T ~+ ~ ~. ~ ~ a- { .-•- i t~ , r -. j y r y~r ::1 ~ I- ~ _~
--}-r J- __ r - ~'IM- +-' 1 ~J - 1 r ': ~ Z ''-- r ~-+ ... t,_•- ~r r~ ~ ~j t '-+
- - -,
J- 1~ -i _. y rl r'- 1 -{ J_ r ~-I-- r ~ rr i 1. - _ tT;- ;+- A ~'- ~ ~ ~ ry t tt-:- :~;- ~ ~ ~ j7. Y I ~ 1=~_~ ~ Lr J - ~- -t _
-Y ~~ ''_; }. r l r -tit _ J ~ .-i.'r I~' F 1i--~~, T11 T I :_~y I ; ~-~. 41 p ~ ~ } .J-, -u1 77! j + LF= t t i-` ~ t r-: _i..
_ _:_. TY T J .Lr 1 Lt" F '-T- _ y,1 ' 1- + N = r'-~ -'~' 1-~ -+-• +}F µ.r_,
F-* y-I- +`ir +~--+ Tl~ 1 i. } ~ + y _ `~-'r` ~ r r _. } I~~ r_. ~ lr - F;- ~" O, v V (1 - + }. 'r , / -
i tir'7..-r I t'-r' T_ l~ ...11. `+t t. ~f- •-i _ ~y-.~ ~ ~-' .. iJ N ~ _ - _ ~ 7 ` - IrY ~ r
-l-~-.-r .u._ ,j- 7i I ~ 1.,. 'r - -~-'^+ ~i~ + I ~~ J 1~~. r '1~` ' + ~ ~+ w T ~ +f H - - .I. Li. y- --'J-
~ yt +
N "~ :+-.: r '~ i. - I _ ~ .r ~~ 'r ~ ~ i r+ '~ ~-i"r 1 {t 't J H-' p ~ N . is ~ - ,., ++- tr t t +F-:-1 ~ r _
V1 J 1r ; J .. L '_ ~ F 1 I.-_J: 1 1. V1 1- `0 Tr ~ ~ - } -
_ +~t, Jrti' __ i `-+ }'-[t ~ ~-t f 11, +-L.. T -I . ~ r t ., } i I °' 1 _ +, L '_ ty ~,
r ~~-r J- ~}- 'J"*"- t rJ- ~ .r-1. f.1 r1 ~ . ~'+_ 1- t : t ~ I r I ~ -+ f r
,'- 1t `
~ T
r r1
i _
T"
- 1
' _ r
~ r-~- ~ {1 -i r~ t ~~ ~~ 1. i i J.~. ~ t,± Y rt.J ~ ~,°i ~ ~ ~ ~ L-r 1- ;~-t1 y I- ~, ~~ + «tl-
-1 t 1_T L ~+i rr+. r ~ l+~i- is 't i ~, '~ i ~ F• -,+~ } ~+' , t' - m ~ T + '_ L. a 'I_.+ 1 ~~_ ~.iy-' Z`- I+r i 1TL ~,
+ 1 r -~ .! +' ~. rLr l -r -i- 1- I i'T _:I$- r l ::" :it. FZI~_ ~ y _ I _ !-. ?-r. ~1 L t r+. '~-I
~ r 1, ~ _ _ +r _ }.- r-LT ~-y_ }-' } ~ _~ 'i-f.: j~ _1i"1-t_I. ~ t,..{--_ '.L «} ? -_J-- y_ -+ ~ -1- -' }. ~. + L +~-i i-- 1- t ~_ L +..-
} -~F--~ -- + ~t - Y +- -1
--"-1- -ri-i-1- ~r 1-r- t --,. l J-_ t +~ _ _ i- - J' +. -J-~--F I ~ -? ~+-.
~. +_ T - - - -!- ~'~ ,L i - $. F -ij- ,-1 .-~ +a ':'- -rte ri- -r'- i~ t _i.Fl t! 1-L. ~~.- r ~l- } -,-~ 1 ~ - - :{~~.~_!,.
I 1 t. _ ~. , ~ } 1.^.. _ ..' I ..+ -+ +-I -~} r, -1 .1 - ~ 1 r ` 1-*- t -I ~ !
1 i '~ .T. +;_ +. 1 r' }-..: 1-i- }{- Y ? 1-F ~~~ - '~', + 7- +-, 1-+. ` -1 - A..~ j. 1y_ I" _~ 1'_
~-r ~ r -i- ,_,_ _ - - j '<L - - ~ ice- ' ;-
N { ' I bo Z ~ -i?y- t lr ~ } ' i 1- I r ~ ~ ±+~ y +`I rr r r2~ F~+ - 1 , ~ F' ' 1 ~ r2 _ + r ~- t -~ I i ~-i~ ~ ,! i j -} t '=
r } _
1
t ~ , I ~ .~
- 7' +
..G ,.Np N a m ~ ' . , - ~ 1' i+'I . ; : r*{- Fti +« -t.J, ~ .: '-~ I~. ,-1 -.,_.+ «., - _ - - - '
• __ .' -
N } o ~' -H-` '.".' r- . r -^ ~ ; 1T _LT.T A- ~+ +: ~{ -+ _. ~ ~ j _ 1 r ~ - ~ I a ~ ~+~ + ~ L ._L
IA A -+~ _ J t. ~f I ~r ~- + + .f +'` tr L~. _µ.A } 1. _' ~+-
Gl T ~ r i _ l y .« i+ .L _ ~. I
N t o..2s 4mi Z r-1 'T ~ t f~J--T- - ~ ` T- " t' , r -,~-r'T ~ i f - ~ i = ` -r-a 1' -i L r~ .- - + I. F ,+
I ~ a..-
1•' r ~i Z + ~- T (, 'i y-r -} , ' ~ ~~ ~ 'rl rt ~~ ~ T i. ~-,- L L i++
i ~ 'o :- r ? ~ w-`i-- --rr- .': r {.:} r : ~~ ~~ ~ I~ 1 ~_ -T-T r, r - ~ _',~ - ~ - +- ,y --, + { T ui
', U ~ y~r Aa.1 _. -`'a-. } ~-I. r {.a I L~. r ... }: -~ `+. - T I 't-- :,.
ti.L - r 1~.~ '. .i + _F~-LEI 1, - F~ - ~.
_'Y.. ~ iif ,.-! 1 ~ :-F- -' -•-~ - `t -~ ' ~~- -_L4 ~ L....~ --~ ~ -1 {'~ -a-, + ~ ~}f j.. Y - t~ y -ti_
y1 _ ' 1: Y } la.
1 ,
I i -I - + ti~ 11 7-.+~- ~" +, r I t } - r ' y : ''. - L 1 J.; r ~ L H. _r - t y- I.. ~ ~ ` 1 +
} ~ Fr L . -:. ~_. '.F 1 -- - _F +~ I t~ r L } -.rJ J_:_
~ -H rr J-..L I t i l .j-4 1 _ a i-{- i .-~ _ J l.i .iT.r__ +-i l I t t '+~ ;i F 1' t }. y- t -t i rl.-:
+ ~~ 1 t -~-r~r " r_ : -r.ii L ~ a-+-T r ~. t-r ~ t ; ~r , F? + + - - ~ _+ } J.,_ . r ,':
,
_ +$+
, ~ N
r-:. ~.,
' 4 I j art- - -t ~7 ~r 1+-f- t4 t - r -r--
' `. `"fit'
.y. J ,_ -+1. Y- -F+_i -. I ~-. _ r} ~ 1 +"i~ ~ -'Y -+- IT ~!'~1-r_. _. L -•
' 1. I -,i i y-. i V. -
L rx. .{. 5 - 1..-1 J 1 .','.+i r+ ~ _ ~ 1: ~. y- 1 ~+ ~ Jf' i _~~_Y '~ T ~', ,' ~ ~ - -~ _l i. .1. ~. t 1 , . ~J. _
tr r';'~ +. ! '--Y- .Y+-- ` L-+-i +-t :J. ~- t1~ +r` _i >~ v -`r-` a-L~ I~. ~$~ -r } ~ ~ 1r
1~`r t- ....r i --1'--I ~?t tt~-' _ -'_ i ,.,~. y i »i J rl _+-r, J.;..r,. -j - ~.` it-' +-~ :-j- -f-- }..-I-; .L. _i - ~
' 1
-+ 1 «-._ is-~ 1 _ -,-"- { y (-. - 1;-~~ T-1. ' ~' ~-y ~- ~ I- ~ 1, ~- 1 +;. -+ 1
~. _
W 1 ~ , + r~ ,, -j-~-. -' r+-}-j.- ~-.l -i-Li .r T_ t 1 ~ LF +-F.~ 1;=. ~ J__ .,+r - ~ !.'_i y 1 _ -`-1 - - i - t ] I-J
' ..
O
r r ~ f: -- ~.~. rt. t ..._ .L_,..:. __,~ __ O - ~1 '-F LL.
.-`
t ..
~ - +- , ~ - ~~~~- ~-1-'-F- i7~ : 1 ~+.Y $. y++ ': +± _ ~i- f-t_4 r. ~ - ~~ ~-. O ~'.. , • r' { -+ _ - - I ri f 1- i- -- ~I .~~ r }. r J. ~-
~ L -I- ~ ,-~ y
.I, J -' ~, t 'i I + - y+ r~ a J. ,.j:L. _-; ~ _ ,-- _ t, ; ~.. ~ L %- rT ~ _ a 1- ~-
r. ~ t
: I , - * l ,-+~ .:-1- ~. ~ '~ ~--: Y J---r+- --~ _ .-: yi r ++ /--.µ u _ } F - ~ I 1.. f ~ _ J ~- _ • l ~ r4.. I y~ _ +
_ _.. ~-- I
~ .__ I .. I .. 1 _!:• +1 -~ }-1» . F ' _ J a- '•~ ! 1 I 1 +'~ i ~r~ ~~t1 ~ - - I +~ ~±~F , JJ ~'
1' ri f i +.: }+ F I ~ ~_ ..1 i.1 : _r1 }~_ iL +. L f-_ 1 .; 1 h~ ". _L .
.. _ ._ ... _ r ~' - _ r
1~jj
.•- 'I?_ I -:..r «'". .:_ _,. - .~~' ~ `,- - .-I ~ {yi J it-~ ! r - i - '~+"' f T-I I-L{ - _ L1-1- -; + L ~ 1 1 ~I l
`_ C _..J J - i +` ~ - -~ + r i {1 r+ ~ -i-+~ ~ --i'-r ,-r +-~ L1 -t-t. C 1 +F.~ '~. 1~ , a+ r F }~-_ ;~} ".:i ! T
i ~ I 1 r 1.. ,-r, 1 t _ r-[ t1 iT +.. ~.__ ri1 rt+- rr r, ~_+ +1"1. 1 "t- J `~ 8Z
~ .-. ~. ~_ ~-:! } _.-.-: 1 t'r- .I •.H ., i._. , I : ;.} .L._'- y 1. r i.. . - i i ~ -1 ry - }..1 ~ g ~ ~
_ _ _
' r-
~;.. - -T' - fi^ `I., r+-. - - - - - ~+ ~ ,.~ nl ~, ~. ~} t r r ~ T..,.1 V- { T-.. r ! ~.: ~ ~i g~ r~O~+
~ m - i - I it _. C r, _ ~~ i -.- r r 1+ it it ~~! « 7. j- ^~ ^~
-;-- y
- - _ L i ~ J r 1 X11 t ` _ T+ I f + ; .+ , +
+ r r - '-+ r- ~ r i --r+ - t Cr0
~ :. t L- "'
.-
+ A , t 1 ~~ f J
r _
-_ '_ _ .. ..i _ -
- ~
t '. , firt:
~~- _, ~
t
1 ~~ y

3:06:37 PM
R:\Haedwey\Pro,J\6391 /_rdy_xpl_Ldgn
brlen.oee3e
-~,. -~. _
.'.
- _ I

~
I i ,. {
I 1
. -i ~ L; - iii ! - ~ '- it
I i i - ! 1 r
-
~
- I

.-. _I
-

,.
~ ` ~
t
~ - - - ` t - 1- 1 t - _ , ~ J -
- I •
t, ~ ~ 7 I I ~ - '
1 I t i
I

-
I` _
}~.
T

I
1
~ j '
4
I 1 .. ~ a

..
+~- ~.
:_ _

~

- _
,

_
- - r

_
- - - r~ y -r n - - ~
I
1
I

-
,_.. -
' ,
' t - +
} I
~ I _
i l"
.
_1, a I a _ - -r T - - -1 L
f - - .~:
+
,
+ _. .
--+-- - ._
~~ + r-` -'-` r
,
._ . ~
t __ _
1'!'r
~
~ ,
_ -
-1
-
+
-
~
j
+

r.
TY
_l.l
..-f.,
~. .~-_,.
.-..
-. (.. _
r.t
#.. 1 ..
.. r• ._I
~ _
... ? 1. '; _f_1
'
-~}
_I _ __ _ ~ - ~ -
~ ~.`r
t
T l-

,- _ . - - -

-
_ ~..i.
I: L I .
'-
'
~r_. _ )T i r 7'Y'1 I-+`.I
T 1 i'fT ~ ~ _ i r
+
~ i. i
1-a r ~ - j i -J ~-~- T~' -
' i 1 ~ i - ~-}
:
-i I .__~
_.
l ~
-+~: -~__ r rF
l :y.. .• .._I L.~ .-{_.. .{_. ..-1- -aJ I ~._ r _ I' --V._-I -
ff
~
1 k
L F
I
a-a-.
' -I
Y
.r. r TY + +.
rfi: -1' 'i_ ~tiF
+-
-
~-

" _ I r'I
' ~
i ~~.' + _'.
~
7 i

_
.~

:
+...
..1;

_ ' r
1 +~ '~+ -rY--.:..r_r-
_
i r
- , r
1... r i
...T r'+: ~ .LL _ -F ice. - l.. _ _ L
T.r Lam.... r ~ ._~i- ~;
+-` +`y -,'1
iT-r{' 1_:--h - T1..t. ~_j.
+S '1
~ ~~~
'I
~-
~ I
+.. _
(( I
t+,. ! ~ .._ +1 _ "
-
-
r
'
- `
'i-' T
-r'
r--~r _ _
i t - } .
-
.. .
~
.
t -1 i
+ -T~. -~+ t ] - - f -+.~-i- - - -:-F t r-~ -- ~ i
' +
-
* y
I
_
j r- u -`~ - -- -
-
-

II '.
:.. ..-

~
- I

--

I1 ~ L. 4

~..: i_ .r , :..:-1 ~~.. .~

r
_ _
~.~~ :t l._ r 1- J }{ 1 - T 1..`}- `1 i_I

.--~ ~
~ ~
, ~.

-~i

t I

~ 1 ~
rf
.
+-
1-7'
i-
~ ~ ~
~rr
T:
~
I.

!

- , i _ ,a .-F-t

I
_ ... .'
1
1 I'
-
i
r `-ti- -
_
._.
_1 a r
~
~ iJ :I ~ ~' 3 T
.. r.
G
:
+ - +
_.

' ~
.... I
I , .
I ~ ~
1
~ ._
.. _ ~ i. - __. ..~.
«- _ L,y
~I `I 1 ` t
.
_L _ _ ~, / L ~
J , +
- _ _ _
- __. _ y.r _ t
I:a_ +
`, y
_

,.
_
-,: __ _i.l
' +
a

I

:
a~_I 1 ,'~ 1, l ,1 r- y
r
'
_
_ ~;, ~ Y r,!__ ~' r+t - -- r' I - __ L L _` __
;.a +I r _
l ~_ ~ ~
r
i kl _
Y7 ~
a
-
~
- _ - _

~~
.; ~
, : ,_;- .~ _ , r, . _
t~, r
~ r
,
.
_
;
;-, ,
~ - ~ --
- - , 1
L

-1.L ~ _~*r

,ya.~ r
i i. i
~...: r!i T.I ~t -I l yf1 f'

- -~ G-~ L i.f-+-i -it ~+i {- ~ i-; y1'^ :~-.~~ 'Y - I-. ~...t, 1_:;.r 1

r Y T~
_
I r

__ ,, _ ~ _ ._
-
.. µ
-:.
I _
~
r
_ _
+ ~~
I __. r h. .~ ~ !-f- +r 3+: -i..-.
~
j _
r' ' - 1 :.J
r ..r - r
~
r 1
-{-~
L
1
i
t ~ 1 r '
•
~ I
_ -
~
-}`
1,-
' +-
r _ _ +;-.
, T
_~-+ rr-
: ~, µ~_ + _.
-
I air 3.~
~
t
, h i .
+-l i.. 1 r+ r
: ;
~
~ J t ~_:+a 1 r.y. _
-
t.l_ +-~i-- - -_
Yi---
'+i- v.Z y1
~-
ti '-=-F ii_
i y
t
t
~ ~ y + t
r -y r t ~ I t + . ~ `+= L r- 1i1'
1!
-
J
fi
~ -.. ++ -h+ _
-
Ir 1 r
.--:i ~-_ ~ - , ,. -
r- F
Y 1 1~y i al
L. 11
L
t ' ~ _ _
•r
{J r .1
}` r. - - ~; ti~ I--`_ _ { ._7~. y y .: '. r J.F _.. '~
T
-...r r ___
_
l
.
:_ !
"" ~ _l
-:-r.. :.i.r
...y_ 1.i
.._v- i_~.., ~
_r T-IT .={ r___ t-+-"'. .'__ _..
,-t1 -.. .__.. _, -.__.. +_.~ ~_. i~..__
y.~ Li~. +/~'- T1. `FT.'_ - ~
F ..~
i
J
i-.I
f. I _ _ _ ~-( _
I - I - - h,--_.~ .? ~' - 1 _
1 _
I !/
~
r `~
~ I
-r - 1
, ~-
- _ 1
7
~

Y -
~
~~
L'
~-
~
~
Ltl
T *
- -
+ 1
_
{ L -~
`~
-- rT'-+
_ }} a
te
T
-`
t"-r
T
-
_
'~} I--
Y
F
.`.+
__ _ ..{I G ,
+ rr- -+~ .-.-L
-`''
^-`` t +~ F .r
iri Ti-. ~,. ~
y-}t r r.
__ 1L..
{~ _L~_ i-T + ~'1 { -r-r- -
__t-.. - ~._.. "T
:-
'_
l ,
~
', J I _
1 - {. r _- ! ''+ - 4T
1 1
- - :- _ +- 4 t-
-rte - -=a J-"
.1
_
_
I
'.~
- ~ .~
. _.~:. rl. _.
~ _I l a.. i t l r-
- I _- 11 -
,_.-i. .-~ j
I-.
_-_f ~! ~ _ _ {.~__
~
~ _ 1.
FT Ly + F{- J 1y _L i1 1 L ~ 1 3_~r
a - ' -+ -
r

r
- .t ~- !j
..+
1
1-i ~ }- ,~- 3 - ~~
t•
~ .I _ L 1`- ~_'~ _ ( r'a_ 1 ~ ~-~r l r-i; +++ +.`i
t+ ir--~`1 .y J L! ~ ~ _ t
-
-~
~+
~
11 ~ ~
~
1
~ I_~1 i~ ~; _i
,
~+
ri'. +-r_
+
' - +. _
~
+ .'
r i-
T'I
-`r ~
- F-~ r
r r
rt-+.
r t:~
.~.+ I
~ _
1 y.l. __ r _- _r-r. -,-F~
rs-l-I
" ice' i'h
_l.
~ T =-{-r ~ r` -I ~ r. +; 1-"+ .t
1 -- ~ - !-
_
i-
-
~
•. -
:,
-
`
- ,-
~~r .~ _
r. ~. y
'
{7 - ~ _~ i - I _I .~
i t- '~~
~
1 L I
.. t'- ~.} a..' L i^* yy~ }.~..
y
+ ~'J,.` +. ~
Ir I .
j
~ r- {~_`
J
~
lµt
~ ~ f
, ' r
+ - r
-- L ~,._ ._

-
I ~ -,
I_.f _
~
1
7 --
-F '-i-i
~-:-r- -- _
~
_.
,~,
_. a+ _
. -
.
.
-T
._
rtl
~ --,--r. F-- + +-~ r
.~._
~- I
1~

IY_!_ I- r - 1
-
;1~+_
Y ~- .. _ ~ y.
+ + ! + ~._ 1. -1-~ ,
1.. -1
~ ~ + _. T; .l. _l. Imo: L+rt ly - 1 I... 4 j_; + _
+_ _
l-
'
-
r
r -
_ _
~-
i - _ t _ .1 _ h` i 1 I-' ;
I
_ _
; H -r
t
~ i.l_i h ~- T a_`r_ _
3 ~
_ "1 _ .+` I- - +-,-.+ ! _ __ -F+- _ _ - _ Ti _
- L. t --

_ ~ -
Jl
1~~
~~
F -
_
_
I ~~i ( ~}J
~~ f
11
~ -`
u
.-1 .--L
~ h+~ -7 1I• + - ~
-
r
, _
1J.. `i
~
-_ -
i 7.-~ - __ --
7~
~
~ i
I L ~
+
.
'
i
t
-
~ +
1 +
+
~~ ~
i
~
{J
~~ `fir J ~~ 1
~ ; '.r-J- r_- r-^--i rrr- -.-
_:+
_ I
~ i I
. .
.
. ~ ,
1-.1
i
L
~ __ Y~
_
+
_
-,-
1.L
' x Ll r
_`
i 1
'
y-ii 1 _ t'
` Yet , ti:l
~ i-r i- -~J 1T _ _~- a ~
i-: ~!-'i}t.` -
1+~
Y I
i'
''
~ I."" _ Tt -*-1 7 ~ r.- _ "! t ~ t - ''T f } -t-a-'- 1 _ J-
_
~7-. 1 ~'
~-
__ ~ : .-t:.: ~ _
- -
• `Tl _ ~
Yr
l _I-r iiL
t
~
~ .{ ~
-
{:
I
~ !- -
_ T i-`+-1 - :
!,
L!
- i
r
" a- - - -_
+ i
~ ~ t
~ - ~
~ TT r ,
+
iy
- .
-
1T
,
1-
-r' 1
t
_ T-rY -
Lt
~ j-.-- ~-- -'
T
+ T -=-F
_,.i_
i. .-L
.1 . a
T
f
r _ L
~ ~
1 !-~
'-+_ 1 I _.,r-" r-.: ~
~ 1. + t _
' t
~ ~ f
r , ~~ ~ '
_ ~L
'
I i . ~~ ~1 -y 1 Z ~, +~-1 Y'"L-_ ~-i -+
L ~ "~ .. +. t~~
_L.. _
_ _ !-v~Tr 1
_ _ _
~
---1 i.Y.~. L. r -
l -
_ -t
.
I a--
- 1.... + 1_µ -i '~ r: t ~.. -ri j -,r'_-- ;J-:. ~ i--1-r . _..
i--1-1_ '1'} ~_ L:~ I _~7_ l- 1_L ~'' ' ~ _ _ >_r ~' - .~ I-. T f .. ~r L' • r T~ 1"`~ ft 4,F 1• r ~j-I f L i-1. I'-i _t~+. 1-1- ' . _ _ _
'
-1
,--
i
'- ~
~
1 - - __ _
~.~_ f ~_.r '
~ -T - i 1 ~: - ~ r*~
-} +-L-
-~_. }l.._ ~.. ~ ~ ~ ~ i - I
+
~
'
^
~
' ` _ T~ r -_ -
~
i..T
1-.- [__
r
- ;1-L~ -.F F _
_
. 1 -`T _~ - T ~
-,_
.
t .
ti.
__ 1 _ _.. ~.- ~-, ~'_- - I'- ~~ _~ + - F
~:
'
-~
~ t
;
' r'
-
~
Jl _ ~;
-
;-
~ t 1 ~ - 1~ - _
-- ~
I
r
-
- -r
-«-
~.
- -
.y~
,• r
F
_~4-
- _- - - ~,
_ - -
~
II
L.~_ ~ rL+
1 -a i '3T
I r~ r~~ i
I
~
~ ~' •-_-L-- _ ~-r+ 1-.T ; { -l 1: ; ~
1
.1
+$ .
1 ~~-
~
~ ~ ~-~ t _~
j ~
'~ ! .~.a Y~ ~
hf T r -' _ _ _.
-
^ _ _
-
-
_
_
-
;,
i L
r ~+-^•- _ _ }y
,_z v,. 1-.- +-.3;_ _ _
_
_- ~
I
, - -
-~_

-. -

-~cZ-: ~ -~ ~-~- -

, ~ _

..I_ .ri :
_
_

} ~
~
:: Lr ~~. '- }--T r..- ~1 ~. ~ '' t- lr `.1 3'_ ~ f.
_
-.
: .3.
--... -. _ ~_;. .I._ + '.- 7. -
;
!- A ~ - L. f• i F' ~~
I _I -i-~

_

~ :
~ i
1
~
- rl
l t. ~l
I _
r--
~ f.
'.i
~
i r
-ri
}- ~
~ - --
~~ _
- _

.-_3
~~+
}~
-
_
-
..1 rl
_ _ _
i
.
Ll r~i ,
- - *,-i-
.+
,
~ =_
.I ;
{ -[- -. r. '..! •
C J_.'- 1.. __ Y- ,
; i__ ~.
.. 111 I j1l 'i ~
t -r iT T'i -~ +1- ~~+
1
.T J1Y
~ ___ r-1 r.+_ J- I T
I
_ .. .. -
T
y_
~
' ~
f
~Y ~,
_
~
i--- `-`-f~
~;--~1 ~,_ .-rra. ;.1..._ ::+
_ _
-'
~
t .
L r L'

r j + .+. - "+ ;-: tt
~
i ~~ ; ..
.1 ~. _ L
~+r - ~ .
- - -
J ~ , , , 1 - rt r ~ T -I.. t
'I _L. - '
r
- 1 1 _ .;
~ 1-_..1
' i '~ -F~
-
_ --+ _`~~= T,.~.1-~ ,_
':$' 1
'
'
i
r ._
.
--
,_r- `-, L i _ L ~ .-
~
r T
+
1- -
-1-'- 1 J . ,
1 - * _
...
i I IJ i. y ~.
r+N
-
1 t -
L!T . n i _ L___
r.~ ~ _
r ~ Y J `+ _ i i
+,-" fr ~
- t". ; - T~' ; _ `i ~-L
I ~ T L '-r ~~ ~
+ ~*
~
!
' L ~ -T
~

~
+I r r
+J
`
-'-
~
- ~
~I
~
I : - 3 ,
.a:-
'
J
= T.~ a
7
`+ L._.
~.
j1._ iT
' ,_t
-
i li
~-' - -
r_i_ i~+ 1
~~ t .._ j +
' ~
rt }
~ + - ..
.
r.
,
-r v
i~-I~ ~ ~r t
r -i } :-r _.(Ti .LI
_L~' `~ ''+'y
.
_ ',
. }. .
-I-~
_ 3 - -
~' ~t - .~ 'T ~-'~.' _ ~ } 'i _
~1
-'.'-f .l {-I- 1 ' .I_~. - -I-1' F ' J-1- ~1 . 1 - u ~.} _-
f
*`
~

-r -~ ?
fir
_
.-•- __ 1._
~ ~

r
F
~
~ _

_

„ µ
_ _ _
_
~

_

1
.-
.y-.
~ 1
T
_
~ r. - -

•, -
-_ +-I j r
- ~. ~ T _
+- l
-- _ r .
h
~ _ -Ll -.-: }. Lr r w ,.1 '? ? 1 ~
ti1
LL
:~
•- ~ - t _T
J
C
3
_
?~
~+ + -- - +'-

4
1
1. i+ 1 1
~-}- +r_i {
+_h -
.r`.- T'
-{-

, ~.._ 1 Y. -
.y _:.

tt
_
}.
..
_
:
~ -N i ~ I I I r. +L; -.... i yy
i~ .. ~ _...1
F
r + T
, ~
- YIT.- J-('- t.l Lim
j -t ~--L: Y. - - +r ~ ,, ~ i-,.tJ ~
_ -i _F - -1_ - '+ {.,.L t+ J
1
i {. - ++.' ~ +
I i _ - 'a I +- T ~ a ' 1
- --
~1 - ~ - L _.i.. r
i _
3 .
.~ F--
~
, ~ ~~
L F +1 1 ~ - r
T '-1 ~..Lrr +L
., ^.
.y
h'} ~ t
+ lj
~~"
+ 1 ra
~ - f- .~
i'
j ~ _
1 ~ ~j
"
~
f ! (- I `1.~
y { -~-
Ll
17 _r 1
.
+
+ -I T - µ
.
T
_
_ r
'

-71 _I. r I-+
y - _i
T, Y ~
_r1t ''-.i 1 Y t
~ - ~ 1 -I t
L ,-,
..
. { ~ 1 _ - F-!~ - + -L -~ ' .
I t r'F
Y1 ~ 1
;
i--
r ~
'1 i
-I i µ
T: t +
~
i
a .
-,-i- ^-r..
..
-
_ F h
}} I I F
F'
-+~ F r
l y } +--
{-1 ~' 1 _
Y~ - _
i i V r
r +--f
~~ - +jlt
t'S
r
.
I:~ ~L~
~
~
} I
i- 1 }_
~
-±
+fj i
i-
7-•'-
- ( t
!

{ 4 T
r

- r
- r
~
r
x'
1 i-t~ rI-+I~ F- ~
T
tL L
r ++ {-Li
-~'- -'.;
} `` I
++
'
-
+ r
~ ~tl
-_- ;. ~-' _- -
L
_ ~
E
r i
+
1 ~
~
1
~
.1
I
t i-'
~
:? i- i- ~Y I:~i -r -: ~i
~ ~
-
y
-+ ,-' H-
1 ~ *' . ~ y - 3. {.;
1

1
-'--I .L; ~~ r
~
r I
:~:.~a_ tt
1 ~
~ ' ~. r'
+i _
1 ,; ~; ``J ~ 1,:1
~ L ~
~ .r~ +
7
! r f 1. % - t
-

~
I .+~ 'i 17 -~
i ;{
- r-~
i - -' L ~
~ -I
+ ! -t- r +-r{ .:__:.
~
~ ,
r-~--~
. - ~
i-i- - -~
~
- ! ~
+) +-.
.
~~
~
l :.. _ J. t -;`+L'~. rr-~ ~ . - t : ~ ++ a ~. f--~ +

~~
r -' , - !
+
r ~. ~f + 1 ~`~ ~ .
~ -f-~ 1~ t ~
. _ + I- ~ T - {
-r' r 1-1 ~. r;i- -' +-- ~ _ - i +-
[{ Lt F i ti r -' F~ r
rr...l.
-
- + _ ~.
tr , ;
--F~
~
`
L,
L ..Ti'+
t t
a !
i
-+
~ .. t~ 1- -T- ~ 1.. .
H
i- T- - ..
.! ~ _i
i1. _ r
,
1 1
i-!
~ .1.{ .}
_
+r'r~ I
-1
_- J-
- 1 I J %: _ T
Tom. r y
~
. +` ~ -F
T i
;
_ _ _
.
-
~
i; 1 ' +~ * -I- -1-Li
+ .- t ~, - ti L .
I
~
T
' ~ i_-
} J _ 1
-t t~ 7
~ '_
} -I Y
l
~
1
-t-=- +~r-'1'+`- -_'
~
~ t
__
;- Y
-~.' + a-
- }-
">_ L
+1 r
} ..+ J_j._ ~

+-` ;.-~
~ a ~ 1.
~ rr- r'1
~
~
.t:
i
LL
~ -~
` ~
lr - +
.. -~ ,
~
i - _
Tr
+ ~
Y i
1-
1 `
-+j T--'f ,.
~t
~
~ .i-. -
f
'1-'
~ .+ ~'* ~_ - - r_(: ~ ~~ r
1
t
y
F
,
_ L,.. - r
- ~
..
.
t
r
~;
.. ( i.`
~
~,
+;
f I-~= -L:~ ~ +
- il
i .r: - +1' ~.
- -~-~-
- -<-a
- ~' T ~_~•. 1_ +a .+_ ' {. r- 1 t
.-
. - -I - -
~' ~ i - is
{-~
` ~
~ + 1
1 J {~
t + + L J_
-. H - 4 ;, 1-
_ ~-'~` ~. i
_ ._
.. _ _~y..l-i - -rl-F - .-
-~ ? I
T i ~. { Y F~~- ~ 1. I
+
I 1 • ~ I_ ri
Y 1'.. .1 _ .ty ~
~
i .._ tt_ f? ~- 1 _I_
{
_ 1 1•_I I -~
~ F + ~
'+ t -1 ~
rF -
_ i,

_ I _
f ~ ~
' L
iy
~
' r- r'
{
1

'
F 1 _

~
; ,

~ ~ ~~

_
J_-L! ~ f rIi
~. Il. _
_~r~
+ i-F-- - +..~.
~T 1
Vii.
-j i
~

r
r '-r
.t.
~t 1 t~=_- it =C 1' +h»
t ~
-
~{- =i t~- F.i .

~
~ ~

.r,..
T f J L i-L.I.-1 L..+. -1 I ~

F r
i-'-~ I. _j-~-:~,a- ~ .t t' -ru I-..~ } i ~I r -!i a-
i - j-~ rl.
Vii' ~i
h _J.. .1 J. i i !•
~ ~
_
-{- -
t
- :-
I
}. Imo.,.
.. . _
. ~ ~ ~
T
I _
_ ~
`T. 1.}7
µ
{ I I t _I~. _ 1 ~ - + ~Li V' $
~ 1 L~ ', I t
T 1 • - 1
L. -rl trl + t. ~: ~ ~ :~ -~~ `_. T
~ _ i r
~ ~ ~ r-r~ __
T - T: _ :' ~ i`-
~ I-,- ~ .I r. 1-I" .~~}'r -
I-F -t
-
~ I+ _i
i ;
-r I
~ T
,,
~ r ,
i 1:
i_ +' L
. ....
.
: :.' r+ ~ ,.,1
L~ L
' .
'-
1-s {r--1

F
-; .
. ~ ?_ - ~ •• r i ~T
l
r
L
~
+.
_ .l L` ~ 1-
~ - -
1 1
~
~
~ r= ~ _ .
.i 1 ~r1. --r ~ } ;. I ~. -F 1 ~;~
?; T ~ _i. yl _ rf
}
-, r -4+ i-~ - - ~ ~-
-
~ ~ a
~ ~._. I~ j I 1 a:.` ~

r
-t L._ .lJ 7
~
1 I-
I
« J
1
'
'_ ~ ~ F+ I. 1 I I -•. L
.
I
!t
~
l r 1 Lam.
~ - .j. l - -+ 7 r t - ; t
'' r
r
-
' -
.:_ i
I.
rt t-; t
i-~ -I-. _ }
t
.
.
I.. _ 1
_
.I ~ I a--~I _ L
~..}; `
I
F
~~
i
.
.-T
'i '.-I-r-i- - - ~- -'
~- ~k-.`~.. L _ ~
~
I
;
~
-
`_I
~ -

'
r ~
..
1
-r
-
".r
~ .,. _.. ..,. '
+ i l
.
,
,.__.
~r
i ;_
_
t.~'. :
r- F 1 + ;~
ti-
-
-t--;~~
t -1-h~ _ +_. ..
.
i
~
tt
~~
f
~- r .~.: ~:. _ ;I +
~$ +
T
~
I
~
F~•
~- -
,
~

1
_
~
:_
-
1_t,
'
_
i -+
i
,
- _r
- -
?

I
'- i - ~
-
+
,- 77

1~
~T - ~ ti ~ -I"
,_.._ ~ :., 1.=_ '. ~. -
} L. 1 I 1 i '

r,r -; ~~ :_~.
_ __

..
_
~' t
~. _ r 1
3
4 f T

r .I:
~ } ~ I ~ t- - ~' T
~~ _
~t .1. .i !~-! 4 3. _.

i..~ ~ II F 1. 4 j f.F i j{. i..{ +..r4
'I
^
~
~

11. ~~y i -
- -
l
_ J
+ - tl r. L.- J L
~ .r.L _- - I i"I' '
-t _I i.T 11
+
I i -I-' -+ty
-
C
... T -_ --
~
- _I
_
1
'
y .i _
,
r
I
- _ _
, i
T.. i= i T
1- A
~ J ;T
L f
r
}
-- +
'
• r - - 1
'+ 1
+y t
~i
y-E -~+
,
T : I_~ t'

-
J T
._ . ~
- , ;..

y
..
! 1 ~ a-I _
La
r
+
_ _ F t r
~ _ _
l
L
~,
3-
r 1
V
~
f
'

,
_
i ;
1
I { I _a 1 _ 1.. _ - ljltr ~ 1. __ -f -1-..: _ 1. ~. Y-i+ ~rl
..-+ } I + l 1.~.~ _T.
-1--r 4
r '_., - 1
.+ .:-ice
1
1
,L
L ~ __ _ ~" _~
_
~' - • "- --- f Lr ~
~ ~
-
I

,___. _. _.,.~.;...:'F .;-
.

~ I ~..._ ;-:_« .; j _
~

;__... _I-
-

_ r _

:
~
~

~
: ~
3 T
+ -r r i I 1
__ - __
_
1 • __ _ _ I

L
_ _ _
~
1
-
-
j _
~
j.'
.
' l
~-
I
. ~

~
_ -i
I
- - 1
L
_,. r
~
~
7
~
{
'
~ I
z
. _~ ..
r
.!
. l
.
_. 1.
i.F .._. L, _ ~. r.
. i ~._ '_
~.-' 1-r :
,
........ . ... . ~_..:. .:. T_ ,..,. __
(
_ - ~
+.
r _ r•;-: ..;. ,.
- _
+
r'
-~ '+ + 1
- 1
i - h - - ,
.t { _i ~'-
~_' ~
;
+ I
~ ~ ~
!
+ fy - _
- •-F,
.
- I, L
-
~ r~
'
i -
I _
.
1 -
Y
-
-
t +
_
r
~
_ ,+y_..
.. ~.r r ~ -I- :
..I-,
J
~ _ ., _ ...
.:.` i...' ~ !_ .~. -
_. _
..~.
r
1 ~
1 _
h~- 1 r}.i .~.. I 1 _'.
,
Tt Tom; I f ~ ~_ 3

~ -
T
~
~
r _ ' r

{
..1'. fl
.. 1
y
k_~
'

, }
-.
y
-.-.-1-~ - -Ll : ,
-F,
_ .'t1 - .. __..1^ y!1 I
F _
-F- `r.
.
y
. .
~ ~
,
}
I I f-+-`- .
l~ .. {..
. ..t :.h .:. t ~:. 1 ,.I i .I.
_ 1
~ 1
.
j 1 J- r:
... , ..~
'. ~
_ ,,_,_
11
li- `+.:. I _ ~ ...,
j _

.. ' ~ "i- t'-~

..
~ ~ -.1
1 ~~ _
1 I
T •.T r I -- _
I - +

. ._LI~ 'F..,
J.. T,
-F J ~
1_

~ _
r J ~~
'-f 1 i r - Y

'.
1 _ +

{~- ~
y1-
1 .i
tL
F _
, ,_ 7
-
I
"f- I
1
t~ i
r rl~ I
I }
~
'
1
I ~~i~ ;',1 `.I-:
I - F1 it L.
. r, ~
l
a
~ S
--~
'
_ --
-
_. ... -
-
- i
+~- - _ ..fa
- -1, r . ~,
- r . - -
,
1 1 i r ~ ry
I
~
y -
-_ I _ -
-
- ~-
i~ 1
I {I

J:06:JI PM
P:\Hoedwau\Prol\b391 !_ rdu_xeL L.dan
lan, eas
' e -
~
.'~ ...
~'
_
I
,
I _

'

_ :.. ~.. ,

_

•.~
-r
A' .•
I _
~...a- a. ...~.:! .: .{.:~
t r :.
-. _., t_ I ,-t I .... 1- ..~ -.IS ...:.
.,...-
..,. ~

;

r
,J
~i i JY _ ~}i r J.+

1 ~.L._. . _

.
1.
i
- 1 ~. _

1
1 t -_1 1
+ _ __

1 ~
lY1 _ I
-- .. -~
•
'
r t
rt
--;

,_.., :
.

_ :
'
.
1

'
)

.
r I
Li jy. I r (

t

~
~

I _

I
; ;~I
~
_ _~

.
i
~ -
-

~ I
,
,
I
F, I ri .. -•.
_.
.'
.
._
.
-
.:
,.
, .
.
(
~ I ~
. ~ .._
;-
..1 -I -
: :..
~-(.. _
1 ~, :
t~ ~ I
.f y
1
'
`
I
~
~ +'
± I . t

' - -- { 11.
-;
- +
-
- I t

y
- -
_

1 1

_. _, _
I I
i III ' l i i . _. ,

~
~..

r ,
;.i r : k _

I
r
I
-
-- 1 r - I I-
I

-
-

_

r
:-r { _

~ _.

r - -

'
~
7
*
~,-+. I ~
r
' .. - ~
i
~
-
' F
`
~
,
~.I
-.. _:
_
~
~
r
'
~
- -
-,
)- i
I
{
,
`
r ._._: (!-+ 1_
. ..1
a- '
, l'~._ _}: .. i.~.
I r.
'1 ~ - 4Y i- I I
_ I I + ; ~ ~l. 14 1._
_ I F -
4 7 ~ ..~
~

_r_ _ - ,,
_ --1 a-
~~ t '
_{~ ' ~ Ttj
-y-_
'h ~ r-
~ :
~ ~
_.if.t. ti +, I
{:; _~
'
_
r_..
~
'

I _
.-1- F
~
~

te .

I~ ~~
~
L

- 1
1
_,..~ -r-
J--
_ _
~
T' 1-'- I
- I
-- t'.,;
I _ { }r
- i. ~ A; ~
~ _
t
-
I _ l.ri-r ~y I
•_+r t

-. + ' r
I
- ~ ~ -__ l._ ~ ,T_`=
J- _ ~.~
- 1- t --+. ,+..- ~-tl-f
]~ -'
Lyl, T1- t:l t _ .rl I- I

l'rj - r.._ ~i'.~
-
., ~ r !t _

_ -11~ '~T :1 _ 1, _.~+ y_t' }
- -.. ~r _
- _. 3 :.l I -.r. _
_~

F
: ~ }~ ~. -I_J
~

_ '.~^

~
:

'
1
.
. -
r

~
1

~

r
~

r
r
-.. , a _ _ {., ,L _, . 1~ L:- $
_'~ .+', . ' ~.:_ ' ~
I i. ' - + ~
' r ~
~ 1 - .l i+_ I t? F1L. 'j - A ~ _ F ; i
+ ' L.
~
J
~ 1 L . _
- -
- ~ -rte _ ~_
~ i
-
~
r. r_ ,. {

...
.. _
I
Tt" '
I ~ _. _
- . ,.T ..__ ,-
, .-.
y rt
; T t * i
;r
`
'`` ~ __

'

r
:-f-• .+i - +1._ I " '.1 ! 1
~?=-
1 {
r
--~

I t.,.-;.
-

t

! + F
1 f~
,_
;» L,.
L h +' ' ll '
'
{

+ !
- _
r; 4 .1

1
- -1- - ' -
:

i '' ~.._.
, a
,
-
- t ; - 1 i
- ..
I '' _A_+
r._ _ ~+
;
;
~
. i-
- -
r

r
t

~
~
;r _

- -
~
t
-I-rr
- - - -
~
1
~

.,_.,_ - : ! • - r .-._ - ~ _,
w
~. { .-I r':.:- .1.. ' ~~4--- I_'
- -
_' ~
.~_-
'~ -
S~ -
~ ;_I tT
~ _ ~T
! 1. ~
{

--

- I r
+

?
I_-~
_ i -LL Vii},
' -i-:
~ - .: _

t?
_ ~ "-~
~_~ :.+
- , .., d,.~
r:
r.~:{ I -
t'~'~
~~~
- - ~'i+ - r^LL -- -Y- t- -. ,i ~
r~ -
-`~-'-'~~
-1-r
- t t~_ ~?- -+I
1 i-~ •-:r-'' ~
-J.i _ t.
' 1

r
- ;
-.'.,y.l " ; 1 I'-I }
_t. {
-i I
_L .. I .. .1 -{..tZ _I -.iY
., :.
:_; _:- jl
.:
'
a

~
r
~
~::
1
L

t

t
I_ ~ (.
{
~~
~

~ 11
r
J

1

.lf :I~ r ~~ -1 '~..~
}- t
F ~_j
.r
'

•
~ r i !'

~ -'

~1 +L _
_
__
"i
~
~-
_.JT ~
..
.,
.
_
i_ --; L r ~ i 1- _ _a. ~..~
._.__ .-
.
_.
..
_
r'. _
1
{
~
~+' .a
_ .I
>.'i•-'y
_ 1~ *
_
L
]r
-
~~
_
I - f'
' 1
J
~
' -
-} 1 t - _ _ _
~
r ~
'
~ i
V
"_:-r ._
-1 -: ~
~ FF
_..... ,..; ~- '. ,..i .;.i ..i .'. '-F} _' ,.
_..I:. t L :. :.. _. { +, h 1 { 1

' -- -
~
J
-1-
-4. _ ++~ r t` - r
t"I
'7 k
k•
t '~ ~
~
~ ~~A T-i
1 '~~ _J ~ t_.. t
+.
_
.~} rr.
til 1
- i j ; F~ ~.4 ._ 1 1 1 -~. 1 J l ~ ~
"I
~'
+:
~

~~._:
.
_-
t
.__~f j
[.
~ ~ ''
a
: ~
?

. _
.
:
"-
.. .
r. t.-~ .~_. :l+
~ - _
_ _
i li' h1 -
_
I J
:
:
~ r [
~ ~
1
_
_.,; - r__.. -
.
.-
,
~
_ -~-_
.~_ '-l_ i 1-' i Y , :.. ..__ : -rT; y
: L -~
l-
, l
_ :may
- rf --rT - I~ S+tT- ._ E, 1 ~ ~

..
: _ _
`rr ~ I_ _
,_,.r
i~ 1-
._l
}
-1 L
f
} _ t-r - ++. -~+. ~r+ _ I V I
_~,
`
~
.I.
f
~
1
~
~
:
~`i-•- .-!
... 1 :_ .
'~ _ _
_1}a _:-+ '__• '.f -+; .i.' r,:-: -~!
T. -i~~. + _ '-i-a. '~ _ _. ~`I r I
I.-:.,..YI r ,~... ,,. r
~
'-'"1
-.,::'_
.. ~'r.
. r..
_:..
.~
I
,.. I- (- :_~~- iT'~ F
i ~i a l i _~}-~'~ ~I" _. L.. .F. 1. t. i., F~.
~
•-':_-,
F
.
i L
. i.

`..
`-.-f~
~T i-,t - y'-!} +r1 -
I - - .t. `~..r
~ }r I V_1.
- I :"l -I--F! 1 1-L, t 1.1 - f 1? i : _.
.rl l
'l
1.
I
_l- F.
I 1- I
^
l~:
t

i
=. L.. .
. L.h.l_ " ,
. .
,
..-
.{
.-. i-~
I __I_'i" -T ~"ri-
: _A
~
f t
~
..
{.:
' 1 t.
_
'
~,
-
-
1
+
.-..i
-_>_. I i -
~ lam-
, t- i +. ~
_ -
1
:.
?~
S ~ .
'Z J i.
r
-
~ ~~`; _
iJ+r ...Y=i .~i1.
_ 1- F, .} -i t!-r ' iF- - _
_ _t f- - 1 ~.
- .r.y t-_.. -a.
~
, ~
r h `:~r- i. .~.
}
i 1
1
1 ~ ~
.

, -
t.
-ter r
~.
_
' + _
LI.
4
i t
y I_-
i -. ,1
+
''~ _ L
T
~-i ~
r
+ a
a~ i F
,l~ .i r r•-! -L;
-I :ir :i'7
%?
'
~
t
_; -
",
' . I J, 1.
~-:,- :-.:.
;, .. ~ 1 J ..:- 71 :;i- ~ +-~
I. ~.l.! I_ , ._:- ~_.. ~.'-'- ! -'
-''
~'. "-°
- - .i~
a f~ ~: ice- r'- H F ~
,_r. - art
-rT -~+-'- - -
_ L
- .
.
-a
±- -t
,r ,; ~-r. a - - ~ - '~~
*',
1 4 r -. r-.-.. .~i~7 +. {-- ~1-t'' - ~7
~
~
1
r
:

~ _ r
i
r-
t r
+-F1
-h + -r-' Lit
~'
_V. ~ ~ ''+y + ~`"} }',"~-' +-: -A-r- t' ri ~ I . Y. { -.~.' L _ +=+-A _I.~.,_ _ - ^+ T'-' - - Ir __
: .- - ~:
~ -
I ~~ '- -+1 T+, r+~+ 't+l -rrr`
+ - -
~ -- - .. { _. r _
+ _r
+ ~ - ' ~ ~' --:-J- ~;' f I i~, rt j_.t. r~ - -~T'! H r -L-, -~~ -~ T _ _ ~}
_ I
~' I:t,+ r--r~~- I_ -~. r-t
r `~'' i ' ~ ~~ 1_~ '~
~
.
i ~~~ J i ~~--I ~ ! Fir- 1
~
I~i ~--n
~ '' + . ~ i ~ -
y{' {.
f rY
-- t ~ - ~f'~~ ~~
±1-+ ~ -
~ _
+- ~ ~
t
' 1
1+ 1
:
-
~ ~- -'_'.! -
LI
~
~~
'

_
. r
_
,.
t
+,-~ I--t i -I ' !
.
- f
_ :. _
~+-

1,:
~ .
:
.
_
.. t
- 1 1 +Fi' ~i ti- . ; .i-
F-t ~ -
F
-t
_i
'
- f_'.
:
S `
1
i
! r:~'' Tr- - ~-i -+ - +-1 ~~ t =- ~F "~Li + ~ ' ~ - ,
~
L 1
_
a-
-
I *-~ 1 i _

,
, i

~.I
-
-.:~ .~+-:- _{ it - - -
`~
I
'
_
1 y _ __{ r. _ .~
_ _
r i,1 ~ .!-I ~r.._, }. 1-. r-
,_ ,. t.
~
i
1

- __ ,~ a r J - _ I
-'{ _~-',~ --.~ + f'1 ~ 1•-._ ~ fi: ~
7 _ R
'
T
- Lit ~ ~+:~1 : T+ - + - i - ( r
I
:
- -+-
T~ r 1-+~-, r _ }
T J?~ -+ ,,~'" if - -.I L.I..r~ _ __
+y
-r
j
1 ~-
41 ~ (
': :L t1 ~`•;• '
r _-l- rrr - -r- { -i--1-
1i
- T ~:
I+ +1- - +~ : 1.~- ""t~ , "I ~_ :y:.ia.. t a. ._L~ F-r. a-L+
+ i+-'
~
' . 1
i 11 T
'-t ~ ~..
~
y ~ ~ 1~--'i_ .I_'
-- _:-r y~ I-. _ yL. -
{
`+ r.~~ ki +
} ~'a'a} 4~~~'_- {t } i.'~~
- Y. - '±!- ?{ - } `!J +~rt ~ J~_! a.F - -'
"{-{- 11_..l i i,..,.. r ~. - a:]L ~+-' ! `' T - -~. Y -
i`- ~

+
r L ++~
L
~
l
.y.' r _. .. -, ;-+ i-•- -L-._
~_._
-
' - : i
' :~ ,!-( - t-~-+ .' r ~
1_
r
.,
_. -
, ~ - F
I-` 1. t
~.lt;- +t f y .-L-f. - .l
L
1
~
. , i _~ *. ~. _t~.-,
i h _
I - - .._1
~ . ~ _ ._, I
~
r _
.J .. } L
~
T y L 1 i i 1 J-L
L
~
'-t ~r
` .-a _ ~{{~ .~
f
+'_
- '
l

r
~- -4
} + F}- 1
~ ~
' ~ ~ r,
"~ lJ.. +
r ~+ ,
F-
~
~ .
t: trt
~
r
1 +I I
1 t r.-+
'
i,
,_,-:-. . r
~ r
:
_
.-{ I i.-i ,., .:I , ~ 1.., ~. r .
~ : -~
~ t-.
rL Ij -'a( "`
~~
' 1` E- r
'
~ ~ Lti I_a' '~ ', i
.
, _.-•-:
' ~
-~
_- _
+1'
~-i
-
y
~ {. r ...- t{- ._
+
~ 1
. ~ -+-~-~ ~
1
'-'
r ~ -1
1 j'
r4 .
t
y~
~_
+
t -+ ~~ {-
iy+
~ T
~
'~
i
f
.-1-- : T
-
y
,
r-
-,-
- a
i..' -~ ~=+"f - ~ I... ~~-~ ~~ ~ ;- -` 1 _
" .+.
_~_
F ~. -. _
' J_;_
r F' ~ r~..~ i. I.. 1
..
l
1 t.A. ~ _ly ,_``_ y`_ r.: ~ . r f `
j A I_ tr. LF.~_ * ` _ :+ { ~ J_F~ t '
t.r. }~ -
~I -L~t
{
~-ll
1
-
'
~
1
}
~
~- = _ L l ~ ~
~ _
.-
:: ~~
~
r~~.
.Lii ~
`
~1- .j
- ..=--rti
~
~
- ~
~`
{
~ r = r +-L+ 1
.~+',
4 .
-
.
' «.
A
+
-
i
r
L ,+
-
I !
}-
1 +~
~
L..
.
r1 I -1_ rt ~~:i-A ..-.+-. t `~ i-+~ - 't i_~ ~
+r i -I - 'T -
fi-': -ti~ Tl.
~
-~~
* ' +
-+
T
r

l ~
»
--~~ ~ + t~~ J -I ~ ~
~~Y + 1
a-r' 7~ { -, r
_J. i
~- + !.,
A._
~ - - i
i t. ~:Y •r >~~
- 4 T `f _ T` I.
?^~~
r
~ h
ti f-
-
r
T-,-
+y`_L~ + {r
~ }-, _ +
h i.- A. F
_
+
l L
t
L' ~~ h-
+
r
~.~
1
~
~
I_
-~-- ri-r+- .
.r^ ".
{.
4 `,
+
.
7
_
I.~
.
;_ i..
_-~-~
-
~
.~k
+
11j +rit- -t-
_ _
_.
-

I
'

~ ,.

~~,- i :.

.~. r --
,.

.)_h ~
+.r~ ~ ~ T- n -rn I . - , i :. ' .~- ~._
` -
-
~

I

1
µ- -~+ ~
r'

r
- -I '- -YL, '~iJ ~ 1+ - tl 1 ~ tt?.

r
T~
-

1
.i_,..

~ I
- ~. ~. 4" - tr ~ -tl r - ;_ - I '.; ~.- -~.~- ,.:. _
..
'} J ? +
;
-
~
i `
~ ~
~
~
I
. r
rt 1
T
-• - -+-r-r
._
I - J.+ 1.
-+
:
t ±~
r a
,
t
I
- -
. t
- _
~ !
-fir I.
t-?- -+ a - -~: +
_:-~ r + I I-i-
t
" ir-t- . ~ -
%
~
- t
!_ -
' a L _
-T-rr- ' 1- r
_
~-1- 1I1''_~ ..{~ .:~_: ~L ~+-r~ ~r ~ ~ } a ;-
+._ ,~'
, A
+.-
~'"
1~ `-,- ~~ ~T~L--~* '_c -
_
o ~ + f~
t..
G:`- ~ ':.` ~: '-=t~ ' J r, TI ~!r -+ ++_-'"'1 '_I:
I
'
'
T
(
x ~
T r• + A~-l-« ++ +:
' t
t-L -
r
r -1 Y ~ _ _ I .h'
t
_.
-F-
.I { 1 - 1.-- r
~
-1-Y'- i~-'
, `+
... 1' ~
' ~ .
~ ~ ., T .-.}_ 11- I
~ ~
r - ~ l ~+ {
~
`
~
~ I"'~Y 1y - +r. .l 1"'+'
,
~'

, ~- r
+ ;
i i I:r _+ r ~
= ''
, ~_~
~ 7I'r
' {_ ~_ +r
, - ~_I ~~'
1-i 1~_ ~- i -
TCI. ``,
'
.
_
~! r _ ._{ r -
~ I.F tl r _._ ~~. ~ -_ ~
~-
~ 1 _
'- + I . ~. r1 ~ _ _ _
L`_ . F I ~
;_;_
I
t- ;
~ ii=._
,
f - !-' -+-a -i y- 1~.
~
_.
• i
_
_
..~ ~
t fy
T-L . + -k
`~ J
+--,`'
'
''-
'-
~
:r-
_ ' +- ~_
- •-
_ .+ I : I ' a i. i. ; r -
:S. ~ - _Ji- - _-~.. T - +
~
-
,
' '
'
'r : t-~ } 1
- - -err a 1
~~ ~_.
' ,
_ _
- ~ I '_ -j ~ - 1: {7
:1' -' -
I
. t + 1
i I t '. i i
}
i ~~, j _ rl
j
.,_
t
' ~
- -I. .~1 ,
.
i
+ _ ' . t~ ,.:
;-i~ t !_LT. , 1 ~. ;.+ - - 1. ~-~ _L..L
: ' } i ~{ r_ f i~ -r-- .~ i~ i-r
~L+i + ~
r {
S
. _~. I ,_
J
__
r
.
,-
r'- +l _~
_ r
`
-
-
h•
~ ~ } {
1:;-- l r
~.
tt ~t
~
I+r_
- I i 7 {'I -
a -~-~- + ~ _ 7~1
Y . ~ t +I~ t-L+- '+ -` -F -~[ + r L~L r
+
S
-'" _r -: _ } I
lS 7'~ _'~ ~. r _t i 11' ~ - -1_
~.. •
I
-!

__Y
_ ~i~'-t~ ,+
-
r
~
l _t. r_~r I jnl ; ~ tj-1 -~_ :- I-.
I
-
:
_ :
~ - -
; _ ,
_ ~
L.a .+.,. 1
- ` h {. __ }.i -
t 4.,_" ~_ +~_ "{ _t ~ l ~ ~` . ~
L
~
'
I =
~ L ~
'
~
}-'. r I
1. _-r - i-.1
'-'{ 7+ +
'f-"- F 1~..
.'
_
rT ~~
1
_l 1 _ -
.
r _-
ty
r' ~
'-•~+ I~..
••~; 1
} '. _
.
~.
,
L
_
-~
}. T 1
i. ~ +
µ i"i~ {' ; i~ I
l+ ff-r Y.t_ ~~' ^l--'~
'i r r. 1 ,
x' I
i- 1 ~ r J + -
~ ~ -
.
- _-
~
~
_I.... ~-..
,. } t 1 ~-{-• 1 t 1 - ! r J 1•t i
~L .l }-j ' I = !1 L. 1' _ _ I I _ t ~-. 1 _!.
..~- 1 .Lf '~-r-
1 +. :L
µ
r

;
a
_
_
t - r+- - ~ µt {
y

'-
}~. ' .I~~ ~; ~ ,-+'~ I ~ , Hti 1=

I
~ - .

'
'r '+-..i
-r" -+ ~- , _ ~:: +, .r : L. _ ~:__:
1
-
_ - + I
L' r---r
~ _++ .._ i -..r:. _
.
~ 1 --._ }~ 1-}_1 l
~' 't * {-r~~ { '. 1., ~
.T.
l J `
~ r" 1
'N -
r iit THE
~ u t r
±
1
1-~ ~:
I _ + ~t
-
'1i
~'
-
~
- +_ i
F
' ~y ! ,~ t
l. rl--r ;
-r +
i ~-~
i-^
+ Lj r ~-
- ~
t
,
T rl
{{ ~ t 1
-}
:
;.;
_
i
I
rf-ti
~ +1.
y r ~
r +
+
1; T
: t
F
-
~.! 7 }-F# -t - 7 . :i_ -
'
- ~
F
'1-t T ,-. ~
-
,
_ ~ ~ LI-+ : 1- f - 1 t 1
~
-
V L.J ,yy y h +- i i }; - + I ri
t.11: {..} `~- _~' ~ ~ - ~• r l-i-yl
i
~
{
+ '
. , : T - ... .
' fj y..t."_
r --,_ t ~ _F - {- t t - a +
+ .1 :.1 ~--.-_

.~

}, r
:

~
f

~ a ~ I
F~+- }
D

A

L
j
~
~
~
L

,'
1
{~
'-'r'~ F t r
y
1 1 .,_ :- J . .;_. .r 1
'
1
i
.
~~..
~,
T
~ ~
'~ i-~ -r Y

`rF 1 I i . r
IY i -}T

~ LL~ f'~ .~
7 - $
- 1 ~ + {~ 7-+ t. . .._
.
i
M I-: -!+ '1--I-~ ~.~ rrr
{.:
.~-- i$+
+
rf-+-
~ :
'
y -+i
1 -h-
~
~
;
-
~
~
~
µ
~ r
. .,_.F
• ~
-
,
+
t, , }+ ti.
h1.1
r 1 ~ - i-.-
,~ i
~
Y
~
~
i
t' .
- - . I .I_i• , k L. ~ 1 ~~....~,.+.~ a ~ - r. -~ ~
L a. i ~
{
A
'J' r
'f f
_
L
r t~
L ~
1. I r ~
J
rf

1 .. +_
1.
+ - -- _ Y
- _
~ i -t
I ' ; ~7 t - _, ~ _I r F~ + -

~; I .
~
i
T
-
_
I
~ ' L j .. r:r i -i~ - 1-
a. ,
J' `. ' I
' `,
r
, I-.
T -fir
1 _
1-= r
-i
- - I~ -}~ tFa -
.1
I. -
yy
7-' i j
~
*~ ~ _II ,y + r i
,
- I _
~-
.1rt,~'~. L I- J '_L... r , .71.E _ }.,._ , ' , .
.. T.L ~ :-r=r i~+_ _t-I -. 1
`
. ~'~i r
r
, . .: t
• ',, '- -!
-11~
r;l ~~ Y 7_ _. .
_,
_
~ 1~ _ - '} I -
f~+
' -F+
I .}_T~~f -
(- ~ '' j`- Y - u . _-a:-.
,T, {_I j _i~
- r - +_
,
~~ + '-f ~~_4- 1-4 I~ is ' _
.
- -- - -i
"+l'+ii f-t~ ri~-~-F i-+i .Ta µ1 ~ _~ ' ~: ht'
i-r r
+
~ ' ~
~ A'
i *' J
I i-
-
~
~ ±~
~ !
.. ~..-F.
~
,
~ ' y-+.~ -r't;++ !
'
-~
+. .«
~ - ~-~ Y t ~ ~
.'

y
I'
r I
t1- +f-h'~. ~-tl. ~ ~ ~~ - - -
_ ~ ~+~r
C TT + T ~ 1
L
+
`
}'
~
~j
.~ ,-1. _ r ~, 1 l J
~'+
~ ~ _ F r ~
.-
~.
_ •~•-Y~ ~ ~T- l t
~ 1
r+- - #
L a J1
+
' 1
1 ? ~
-
-
- ~* -
_
i
~._
r
I
y
{ ~
.
t
.-I ,-I
F
~
. ,.: ~ + -
~
L
{
x~
F
J.:
~ L
x
~L
y , ~ ,~
+
~

-
+
_
~ ~i_1
: , ._.
-l;s. ~.
~
};-~ .
t
-
•-r ~{ ~ ~ 1'~
L +,
~ } -.i. r._ ~
'
r
~
'

:~+ - t t T
r
~h.
.. #
i.. +r!
~ 1_
H
±
F ~T ~
r
_
+
~ 'r
~~~ -
_
f~
-
~
~j
_
~- _ ~
_ i J T
.~ ~ +~
-
i1 a.. I ..k~:. 1- ~____.
r+ ~
l
} , _
-
. r? ~
-
+
t
J
_
1
- r .i._ ~r
r t _
_
L
_
~ F L
.~.
t ~L.I
-~
.r r T
~ -I
+
t7~ - -
~
r ~~
~~ r
7- '
~
~
~
-i r ' , .: , - ~:.A- *..L.. ';+ - ~ +
?~~
r T
i F. " __ _ _ _ . i _ ' ±t'
.~}~
' a } r. 4 _L _ _ 4
~
-i_:
;
{ ~

J t ,
_ _ _
t _.
~
;+-~

`$ + r

:,:
_
' "~' I :A
- ~~ -
,1 J t
, ~ ~ t ~ ! _`
~
r
{
T
~ +
T
I -~
~~
•- ~
~
-~
_
~ A
•.
{ ~;
_
_.
._r{ -r ~+";
_
~
~ 4
~ +
I
, }
*
~ ~
.. !
i.
. . _ 1
T
~
~ A '- r
'- F}
l 4-a
- y-
_ _ . !
-, +
r
-r
r
- y
t ari- ~
•
~
-~

I ` r ~F~~
Y F- '- 1-`
. 1
^
_
}
_
r?
t +' +!- ~ ~ ~ - 1 ` +~- F'~ -L1-r
1-1 ,
'~ I .+t I-- { 1-I -ti
r! : 11. _
_ {

~
-
-i
t
t
-^
.'
~
~.
F- -
__ - i- -{.. -
F ,
- +- - *, ~ F . y_
+_ - -~- i
~
'
~
~ 1 ~
i
+
*
~
_ }'-r:- r r, I ~L
t+ r~
~ h ~,
.
t
rr- -~f -- - r~~y. _ +
f
1
} +
1 I
- lr ~
~ ~- ~ -4 {-t-t '' - F 1 r
Y rF'y 'r -j- I 1 J
•1 4
-.
f _ ..}. _'. ~
: ` ,__L.~.} _
~
~~

:
_.{ :
L ~ I ~ Ly. { I.L. ~.' _1• I-'-r
-1
J
+
+
am
'h '-
r $-'-
~
I +-Y~ '+I ~
1 F'
-l-'- t '1 ~
~- ~'r t
1 _ a
t~: ry-!.. }
y _I-' ..J~-
{ ly. , ,-.- 1-
'
'`-
1
~~
i

I
I ~-
~
.
y
. 1
..
L .
_
'~ I
I .
-.'. I , ~
~-. - ~+• T

1
~ ~~ -
.r. ~ 4
-. *
,
t
+
r
y
_ +-+~ ~++ l
t..-~'_• L
~J-ri-!_. h ~' '~'}.- i.t r+.1-ii~
-
-- r1+ r~F-+- li.~~

{
.:.. _, , -
.
I
._ t ~.r ~.I r r... i_ _; L r;.. _. ~ ~ il_t.
T -}- ~LLt
~ _

r
_ + _J r
ti 1.
i
1 r-i~.a +1 i r
i
rJ-a.
Y1'YtiL
l
~ j. 1. L
h
!_I.T r
-
-.~
y Ir - ~-_ +.l ,.
.~..i. 1_`I-: i µ} }+~'- - = T _.I ~~'_ ~ 1' t ~ i f r'} - I~.I~ G
~ .,-I.
r} .- i J f
I Z 1 ~
i
: y.
r+ i "' }
~
i~*
-:. - ,. _ -i. i a. r r _I_ ~, 1 I T ~..
>.(-,.
I r.i_
_
: ~ f f
,± r{ i' r
4
~ r __ -( r - !
rY
r
_ ..J._ : ~
_ -
a
~.
~

r
{{
rl-' - 1 -

..
'- ! - - *'.-.~.a
i. y'.
~ f.
iti

t
I'. } '1!+ -~
_ -~r

-
'~ --tiV 4 1 J

{ _
r
t

..
. 1 _I..~ _ 14 1 i~:
~r..~ i1 i..jy:
~.~ ~ ~- ~~ L 'ryi
r
~
. E:.-_

_- - X - _+ ~ ~ L ~ +~-! I,.r '- f

-t -' + I--i .I I I ,.. I _.I __ -.~

' -~

;- I ~ ~ F ':1
y
}~~-r
1:
_ ~ f ' -
Ji

' I 1
I
+ r L•
~ {a, -r.! I - r+:_ _ - ..i..
1 ~~ ..i- ~ }-' i + i ~ { r. ~J F- _ _
-
~
- -

~ -.-,.
: '....
r _..
-~ -, t .. rt{ ( .: ;. I.. _~_ -;

~:.. - -f_

~j Y - -,r

u
- 1 + t

{r I I
__
y- ~[ (.' +I- L
_
.r_
t
771

{
I :- i I 1

:
( -t- r-.~ - . L_ I t ~` +
_
~ ,
i r , . _ . + I -
~ t
i Y
, ; r ~.- 1. Y I -

~
-t
~
1- } - ~- i
, r

~

t
T' r.
,- _ ~ .:i-y- {-.. A
~ ~ f~•, + ~ - -
-
, r ,
L
;
a'
~ ,
, _
,.
~ ~
'
r

7 i _

i
r
_ _
~ _
fY
=i
~:
r
+

~ _
~ } ,
_ {_ ..
'-
r
~_~ a ~. f'4' ' _:!.. --i :.~.+~ ~ ;_;-
_ ~ ~_.- ~_I. ~ -
r ', ! r-l- - r-'- ~~- -
~;
: ,. _.,_ _
; }
i-- -
.:. - ii ~ F !.~
~
;:
t+ I
: ~
+` ~
:. ,. ~
-
t
J
! -
T ~'
1
i1'
i
S

!. G
_
! i-
,rty `~ L-* - +~ I y
.li I _ 1,y.. !- - .-r.L.}r~ 1 =L i'..- _ _ ^, 11 I ~ 1 I !-=~i-
y _._ . i 7:a I !- , : i
}C
~
%
I
Li: ~
~
'
_ -
-
r + ,
_
, t.
+ -.~ r
-;..
x_
+i-.I.
.t_ ~..,__ ,_A.}
_ J.
aT
~ h-. ,_-A~
- 1
~;
- ,,~ , . y ?~' II I 1 1 (._

i -

~ ~ + r r r it ~_L-,~ I - r ~
~ I ci.,~
+
1 ,.. _ . _._ . _,
L_ ~S. rl _
.. .
, .. _;-::+ ~.,.I ._:.;. '~.,_l..~,_; .---- ~;'.~ h
..
J : ~ f
!
(
i
T ..,- I
'- - 1.!
`-"-i 1~ - -
t ~
- ~-
1
x - r'1 I 'i = ~ - I-. ,..i _ L' - y {-I ~ n
~~ ~. - ' R
r .
.
.,.
:.
_. 7. ~
r ;.r
'-- '~' - F .:.L! -1J, 1 - ~ ' -
'- 't-
F} ' ~ ' 1 ~ -.I.
I r _ h_; 'I

} ,
r '-- t t~
`' ; '.. r
- - i. }; }
- - -- _.• C
- r, ~: , f~-'
~y ~.. •- - i ~-lr _ ; L' , r T_ L-.-. -
~
-
- r -
1
t
'
...I ...
t - '-
: 1
r
~ 1

.
I ,

,
i
r
:, I
,:
~
I I

~
, -,-

t
_1-

{-
1 ~
_- _
I- ,_ ..4
W
: _ _
i _ r ;

1'

I l -t
i.
.
r -- -
.

J:vo:co rm
R:\Roadwog\Pro~\63ylZrdy.xpl-L.dgn
bnen.peese
O/ LJ/ -1
- - ~ ~ ~ is + -~ _ . ' _ _ _
.. t i ` is _
_ r :_~ ~r _j - I i ~ ~
r- I i i i J
j li I ` - I j:L I: - I I ~~ - - ; 1 r _l -
. ;I -
. I . - - - r __ I ~ I I
._ ,. _,. .. l -

~. _ ._,..~ ... .. _ + L}.-
-
~~I
--

J C{
t
~~ ~ I t /
t
C ' [ I I 1
I
- 1 i I r..
1
,. ., _ ,
I ±
_. ..,
T , _

~

~ ~ _{ , t

.. +.t
1 _
;
- I I
. ,
-r
J _, T,
~ ~ .-r.
.:I -
~ - .._ _
_ I ~ 7
i
..
1 :.L i
.. :I-' i - _ ~'_
r ,.
! ~. - Ll
7 : - fi i _
f
,
r
t J--
'.!' _ -_
--ri ~
_ ~ "-
_
t-
{ _ , F
I _
.

t
~:i~ `}:
I
~
~ .. i. .._
'
~
' I 1 a _
i
1 J
~
T
-

L
~
I.
{.L
{
. h- . _._
_ ._, ., ~ , a
~
~ ;+-' -
~ 1 i..1.
- r _ ~
_l.
Fr -
~ i + - t
_,
-
f ~ _

i
_ i --rte -i-
-

__
.
I ~` l

-
Ty "- ~Y

_
i '-
j
~

+

_
~
+_
-_,
`tom+~
'~i--
-
- - - rr
-~-~ ~,

~
~~ _~

i
~~ +~-

T-`
i-~=
`+ _i_ -
.. r•

' -.. . '._I 1 - ~ - I- _ ,.. .
..' . + - t I + .. _ I L- _ _ , ,.' i-. C _ I 1 _
~ {- --1.
+r _
. r L 1
_r-
r 1. I _ I- ~ -
, _; a _~.. _

-
'
..._
-

T _
t
.
_
a7 ._,, i,i
T~ ,T _

-. _.
'
,T,

-'
,

- ~
-- ?

_F
j tl

.- I

-(
is

' l t

,±. _ T -

~ZF

. `_ -

FL
:
~ - - -1_--t

j;
r
k } .r

r + _ J

TJ
i -

r
J r 1 1.

-t:
I
'
Z
. i ~r
. , T ,
1.
~ -i
t+, F
- _ T
,t ~-«--1
T-,
i'
-. i, I -- I
., _ _
_ I_.;_. i `_. :.i

1 I

,
I ~' _
F

_
J, i

,
- L - ~7 rj - ,t -
_
T
,_ L
~~
r t ~
f r -
~
~
I' I ~-
~
4
{.
r-: - .i J ~ } , L
~: ,_ ~
---
.
- .i7F - j
+ F - I ,~.- ~t I rr t .
,
~ ., -~
r>_ I.
_ t_-L_,Y
~ ;_ ., I ._ _ ~, T - ~, - r~; I -t
r
.
~
^-'-
1
-
-

'

~ ' -
-!~

r
-
-

;
- r - - -
_

,...
.~

.
:_
J
}

:

1

,
:

r
Ti

i

~
~

r

r _

LI
~~
`

y
7

i
~

'

i

F

1 ~

r
-
~+

1 .
r -
-~, - r .._. y
.
-
~` _:_- .... _.__
- .; ;. ;
~_.
,-.,
~ : ,
__ .....I_ _ . ~
.
T _. . ~i 1.
-~ ! I.,_ 1 _ 1
.
{
- ~_ :
_
~ i
-tl -
-
:
.
~ - - I-- r_rL
IJ' J~ -
T
~ C ':
?-
_..

' -_ '. _t" T~"~'
.._ ~ +- -
L,-i i_
+-~
.
.

~ 'I.. 1 -.
.I-i_'. .T - ~

t
_
1__'
i

+

- tl_-` _ _
-

1 _
~ _l
1

~

,
_ i; 1
' i.. F.Y~ 1

' J_L_ _
+~- T_!_J._
. ~1 .
_
.
~+
~_~ _ ..L
L.
J 1
1 'i:1
- Y

1
~'_k .
~',-_

~
-' _'-r~ ~_;_
:-T ~~

7 - .il _~._;_1~", _I. ~ y.!

_
I
-
I
- --:_ .,.. -LI ~. i- a t~-; .. .J- -
1-J, t' i~'-+' ''. ~.r + _
} F. . rr _
- .7 ~~ aX- :~ I -t -~_C
r1
l.{
_~i- ~_L I-+ ~

~.
_ r i }...
_r-? . L .A- ~
} Lr. 1
__t _ _
-
.~
,
;.-A.-

. .--.
r I +
..,. ~ ~ r
-• }

~~
I i-r

_
~~. __
E
-~
.
, t-

._
' 12
'~i::_ {. ~ -

:.
~ ~:
~
1
_

~
~~
-

:
~:
'
_
i
I
1'
-r

r
-Ly.,~- I
t
1 : ~- I-I
I '~l ' T ~L:
-i; ~
T
. ~
~ ie ~-'-

Y..
T r t -
_I_ yF. ~?..~

-}'_
-
, Y
_t'
t .
r -:-
i r, -
+L i..l_ -

.
r _ .
..
-
- _ .
- +
L y
.
t
r L
~_

~!-I

~
~ {
_L
~:-- ,_....~. 'LT`Lj-
:
,
J
.
t- ,~

T~! _.-
.

I~ , ;
L

_. L! ,-

~J .1~
,
J
_

. _ _~'_
1
C
J

-!-

+;

F-,

,-I' 1 +~ ~
~
t i~

. t~'.

~
%~

i
~

~
:[+
T
I ' f
r

; r `.,_
1

_~r•
~ +
~

'
T
r

ai

T . Lf:. L.r.
~4~

1,-

- { _
~

-li-;.:
.1'Z I~'
~
!- .,`r~ +-1
~ i i!f } -- ~
,..,. _,..
_
.
.~
. ._....
. _ _;.
- . . __ ,. _..:. _I_
.
., . -r
-;--. I- __..._- L _
.
- _y
..L -
I - 7
-
f 1
1.
'I f
-L
_
_
1 -F
_ L I.
}.- i
_

-. .

II __ V. _,

___ I..
~.
.{ L

-i ~..l

i__-_ _- _

....~_ i
~
. ._

_r
%l1
,-

t

+
..
~

~

~

~ _ t
_
~ T

~
y~ {
~
'

r~

f'y 4~+
-~y-~
~
~~ t
LI-T
L

~ ~
~
J , t}
1 . ,..
. - rt: I
- _~. a I 7.. 1 ,_F ~'
_,. {_ _ .. ly.
i-L.:. .hl
_
_
~
_

-,
: -I+
. _._
i

T
t
+ .`L. __
: -_~ -r- 4 r

i
~ ~.._r
1-'i

,..:
.

r
~
I-...I

~_ _
~~

.I

T
r

{
r _

1
_
i

_

~
-
t-Fr
F
Y.r rt
'~
"-

1_a
_

.
-1-i-}.

~ 1

~

/
= "'}

il
t-i

- ~i
-r

, i

_
-rr'-1-r

1- 1
ti ~Y ~ 11.
~i

1
'~1

_
-L

~+
~~i-!-~ +I rr1
- L

_
+L i~ +4
i+ Y -
. . ,.
1
I r . , ~
_- . 1
._ r
,.r .._
,~.r .
., F,
~ --J
~_
~ +
+-.+ +r
t I

i~.
1-=
I. ~-~~

'
V
I - .! ~ t

` y

Y
_ _~1-F
, t

-

t -
_
_ :.1 _L'
~~'
_ ~ 1 ~ r ~ _ ~_ i
L
-
r~
tL T' ' F-'~_ • i- Y4 ri r-r!-- L - - 't
- - ---' r? y r 1 .t
~~L + .. ~. .-L- '-'_
~ I - I . ' - _-.,.

~~ ~~- -

-; L
i
l_L-

--'
- l l
t .L
1.~: _r ~- r
- -
-_ ~+l

,.
ri _
- ~
- -- _ y`,
- - j. -
a 4..1 l

r
_ _
.1
:-Y r - L
'
J i `1+:, 4--
-- _J. i. }:

_ . «. _ r -f j:f: i
r,._. _,~ ;. +.~. , _ -I
._;-rl '.i -:...
. ..
_
.= 1~
_t- - ..: is 1.
J. ~-: _
4 1~ L _
{~
~

.
i.i
.
1 ~_C.1 I_ ±,_
J
I: l la
- t1 _
`, ~F __
{,'r -{--L ~_ J_._
F-
~ ~
h
:
!
t ~ J +
r ,-+
- ~-1..-a
- -L a-
r
4 rt i _t-_
'j• -r ~ - -

'
,. :.
- _ .
- - -
i~ .
.
1 .-

~
r

~

~ - -
tr -
~

_
- , ,
,
TL
~

~
L -
- t

.

;~~
...

-

'J-.
~- -T. .~--r ; ~
~! - L _Y

.._ ~
1'"'

L 1
.. i
~-
_
..

-

,.:
~

~

i.
1

.. ..-r- -
-:-.
-1-..
.~

I

-F

f I
r

i

} r i

t
~~

+

1

i

h
~-~
Y.
r
i-

,-
-t~~
`

._

r
~ 1T.4_
?_
.L

J

l

1-1
1.
~
~
`
1

!
~ `f

f-
~T

~~~.
r l µt

Y-'_'^
.r .~
~
- __ .
_ .~ - 1 _.
1
:
1
~ 1
I i

: .1 _

;` __
}' . ,
_
- _ ~.rv
~_
tY
t;
T

f i.

h i F .
..
l
~ ;

y +
~;_. .-+._-
-' r + •-1
1--a- I

~ -
,J ~
~. ,.+ T
~
.~
! 1
-
, J•~ _
_ L 41 - -
L-~ ~ i
,
~

..
r~
- .
±:r
~~.
.;~ i if _r;
I !-. ~
.
..L
r'-F
' Ij-

r

~ ~ ~_

a
-
r• ~,
+~ _,
~~

~ -
1t _
:t tLLl _
4
->_ ~
~
_I..~ '+1i-.l.i

~ L ;T J.
i-1i .1. "-I
-t~ -i
~
:~ _,.;
-

~ F _ .. J _
LF
,1- ,, + -
J .fT+
t
; - -~ ~,_
} +~.i
r
.
r r -
-
- 1! ~
r ,Y u
~
i
a.
I.., ,.

...: ..~,.

--. _r 1
r.~ 1....{. ..,-:. ~.
1
r -.~_.- _
a _
.!,.

._:.+._ 1t
Fr

.: -_
,
-'--
- - '-'i-

- '1' _
'± -'

-
~ 1.
-

~ ;_
' L
_
-
f
1 'JJ ~

-
'~{
,tr ~

r
+.
L1
-- ~
~~

'
L I~

'1

1
~
~ -'
_~r+

~ - - r~,
~

~ I r
:~~
? r';
rr i"~1

~+-.+ trr
Fr

~

T
~
~

~ t
r ji-•~

t-
!y-'-+

~+}
r _ Fj.
r - L.: f ~i !
' ~Y

+J

i
T F~ ~~ -~ 7_
F-.
`. - -
1 "
1
- r r
t T - rr
-r
~ .
y _ - .
i _
t -
-
~ 1 !-r - I '-_ _-t` •-i-~ l r ~ -} I ,
' _ r_,
. -
i. ,. r-. r
'rte
. ' ~;-F
~ i

,1
.

_ ~
- i I
._
L ~
r-
...

,
"~~ 1 i
" r

_
,.-

#
ti .
~
Jy r.
~ ~, _ r
~ .. ~ --
L
'-
_. u. C i .-{ ....i a
: 1 r ~. i ~ L
.,_. ~ ~ F~ ..i t
.-~... .-~ ~~ _~' ~ ,t-J+ i ~ - -- r'~ - ++t '-L
}- f'
r
F { I L ~i:. - ~-~ ~ -- ! -~ i - - - -
L 1-

~
, _
~
-+
i
~
i F1
r
a_
' -' L-~'--
.~ ~ I .~ +1._ __,..:-~~
..._
.;.._:
J. 2? [ -._..
.
1 i i__~
I; ~ r.
t ~ 11, 1
~
.
; h- tri ~ _
-r '
1~
r~~ L ~
_

'~
+I ~{-r
4-
: ~_

T
~ `Ll --[' r --
-
} +~
T

-
~~L 1~
- + 4- r
y
- i 4,~-'_.
~
'
T }. .r
-'--: -~ ; .t-,

t
1' 1 _
~j .L_r~
~ _
~-L.j - ~:._L~. -'~
F `-'r ^{- L
' -
L
~
i
_ ,
I, . , r - , .i
. .
.
.. _
Y-- .
,
- ,
. '
_
-, T r. t }. 1. - _ .I._ f
,.
ii _ }.r_.,
~ ,
} ~ 1 I i ' .. i. ll.j .. r
11- LTr~. , r
_

~ ..
r-~ 1-

F
+ , 4._ .

. ;_... ._' -
.:~ '~'- ~

t
L-f-Y
y~

11-'..

~

I-t1
r

1
F'.:= -
.. r, I

'~'_t - T
L.l L. LI

iy....,.
~1J
~}{~r

-

-

~

1

r~.l

~~
-

t r-r
- +.:.j iLll
I ~
__
`
r'

r 1~L-

~

..
i-

-

-

_

_ _ _

j'il 3!
- + - '
I

.. ~ I
_
L 1 1

L
4 L r-+t
- .
-
T
r

~ r r i~ -+ 1 .
r ~

T
'.
~

~' .
.
_
'--' +. ,
~ r 1 _; ±z '.'~-:. .~

L,_. -,.
~. -
_ _
T `~"-~

,,
~

r _ t

1 ~ L.I

~~
Y
F-a'-
_,__ _

1 -- -

F -

;_ ~[ r. L 1-1-

~ _ _ r

~.1t I:;t L1

;; ;-:
~~". -J

~+ _

,_r
- J_.

~ ,-~ 1. .~,.

~ .~ ;l~ . 1.
-r +-+- -« ~+-i ` J - . -h - :T i
-,- ~ +. -+ r I-' -,y-' -r ~ h ._ -~. Fa-.+ } ~ + ...{ L
y L
:-`-
L t _~...~ ~`~.
-r+' - - .L_'
~` J
L 1.. .y~
1 F
ll -
"' ~F r
i 1 +
~ 'F-. - r,_
r'
_`1 } .r.

' _. +-r '--r'
i~ - '
!-r-I-~ -1 -~
~1-i-
: 7-~'
r~J - - +' L-l
rrT
_ :. ..
l }
_ i i_ • f{-+
_
~ _L'
1'~.'" ~.7y1 } '-
~_,r ~ t+
.L _ .1 ~_-
i I
r
t t
H
+ +-
'`
, 1_. *
--mot
r~ ~ "~
.
'
T'__
r
. '1'r'T ,~ -{
~ y_L
-
~
~ _
~ ' 1- -hr r r' rr i I.
- ,~
.-
L#-r~ T _ T ~
' +~F
a
Y
+
~ ~
+ -
~
1 . - '-4-f--r _ L iJ

' ;. ~

' T {. _ 't-L

''~- L~_ ~
-LJ t
' }.~_f t Ja_ _J
i ii- - ~_!- - 1 ..11
! f F-+ tT~r h ~ i-_~ -'F -

•~ tj I.. ! r I. -+ ~ ~ ~ [-;..i- •
1i..
++-f'~ + -r J'+.
~ 1
~

+'- !-rl --+ ++
-

~ r _ ..
. -
'i -
~
-' +-
1 -
-: " ".T'

j
- '-~r
4 ~l-J. _ •++ .+}.

+

~
+1~-

J
+}-:-.F ,T i-+. F1-t.-

_
-4
'
' _rr ~
,~,,
;.i r
L- .-
''
-~.'_ ~~ ~ 1
., .,__,-
- r T t i
~
~'tT ~
~-
} 1- T
1-.
.Y.i .-
~~_..'
._r.' T
~+ +
,-,
t i
r i
t.
-
~; ~-!
L, t
-
_ '.t.
rt i-J-~ " ~
~ F'..
-i.k
1
t r,
+
r~._
I
i-1

I l
j. 1- L
_ i
~rI

~ ~ L~
1 ~-L >.
i - -
y -

~
i_{ 1~~+1-
=~-- -
-t~ . .1.
}' 1
~;:
r
-±-
r
J
1
V '
, r: t
F1~

~
I ,
, I
,-
~ri ~1 . _

I ~J
I. l ~
ki h
yY I_
i-t_I -t.:,
i~-

~
~T
~
A
'..h.l:
•.-['- _
! .
j}
_ +
r_ _
-«.[ ; r l
_~_
- ~~L ~-Tr I _
~-,
,;.i. + ~,. r
+..._

..L-. h ~',
F._

r~ ly
~»

~ ;,
-.-
_.___. .
r 1
.:. I.

'

u ~

~..

+
L ~
t _
.1
T_.µ - ..
_
_' i
} H
~ _ 1 - -!
+t~ L

~
~-i' 1L.r . _
tY - J-r
- ~...y

`.~
}
-
,t -
1_

1. .IlrY
~T' _
11~~ t1t,-F

Y
~l I1
4
1_ :
r_ ~rt

1 r
*-
~* ~1~ T-! 4
~~ t. ,
f '~~
_, ,
L r
~
'?~ti
,_}
J+8-
T. ..._. LL
-~-,L .
.._
. It _-E++
1L

- ~
i=_-
!
L
; ,ra
.{.
t~
~ 1

L -
-
i y
_
_ -t L t = Lr

L -
I I
~
...~
;r"~
~

-`r~
} ~+L
+ I I*
1-r '~I - +~-«

1
~~
J
,
•
F
~ _ -
~
T
~
a
'
L~
~ F
. i.;

:1-1 1-_
L:
~ , +"t-.T f 1 -±.

__-~ ~ _' _- _ r t

+ ; i-T~-

t: _. :': ...

..: . r

_ ; '. l- '-! -- -7

.:. f r-± 4 .

_

-
-- _ ~j

L ?

~ wL.'
1'
~- .~ r
k Ir-^- -

~` .t4

--~-, + ~.

t~

i
j Lr'
. J.
~ :-r F-L,

+,1~ ~

; f } 1

1 '--1

y I

--T

T
T ~'.

_
#
+
rt
i + _.

4
.-,-
~
~
~
r. - _ , _
- - , - - T
-- - L I '
L
t

.TL-
.
._~I L11'I yta
+t --~:1 1 _
_-~
J-r
!-!
~•
A
.+
-._~_
'

_ ..
r I
. ~ r
I
_ i. I.+-i..
.1._ _~~
'
r 1 _
IY.` _

, L.~ I
11
~ - f
{:l
_
_t -i

:-1 -
}-r t.
-

il J_
~l T _ y 1_: y.r i•l..l_
_ 1 ..t
-
'~"T _l.
1 rl_ '"r
.L

~
a

J
__
i_L '
I } F
~.'ri _
i{ {
1 ,-{
__
~L'_ 1,
il.
_
~_ ~'{..u 1- .
~~-T
~
.
__ ..T+- _._}+

i 1.__. }..y
L
. .__ ..... -
.,- -:-_
-4-t•

J: --h -1T-
~.-~ i r.l _ _
.: L
J

I _

I ~
F* i

t _ ~ -
_
ii-I
_ _
y

L _
_ t F
_ .
+-I-'r _ .fit, 4{-
i YF.

I r

.-.. r F
1 _
~ i T' T.
._.'_t '
i_l_ '
_ 1. _.
'_1 .-t . i.
-r ."-~ .ri. -
. -. _.:.
~ ~ r
- x .:.. ~~+y1
. J. jj
._ _
. .. } ..
l l ~:.. i.. .1
:t- ~
J i-
Fr
1 'rJ'~
F
l :.. '. _ T__
~ + -r"r~ Y ~
'
J..(_ Y
.l ~ l..
~ r_ .'r
y r- {
4h T I
Li+
~ { -
y-a- :-~
~
i
_ _ .;
I ~.
.4r r--
~ 1.
F
, +_ ri T
T
.-.- }_+ -.
' _Y~' ' L r
,
, ,- +=- f
}
,
.~ 1 l
r _ _
J ,.+,_
_
.. _
~
f1 .
.
~L
. , ~
- rh- L_ .a
-
r . _L.I .r _ .
,. +' r
rr' -rf

»
- -

.
t
.a - l -

ti L---r -
+
' ~ ~-•
- r
e
F ~ L
:[~ f
~i
F

'
' ~ .~
___. LL
I'`'_t' ...~:_ ,T -
-;mot r ~_
~ ;y- ~
i.L a
i ~ ' .
-rr--
~~~.
, . . ,..
T
:'.~
_

'
J _;._ .~
-
i_
-fi
_ ,.--{'-

+ r
1-!-:

c
S
•~'

L-
rJ~
I ,

T^

_
i
_I
- __
~
'~'~
~+ -=t-[-
1 - L'_
~
r't
~
t- +
r - ~ l

'
+=

-
~ tt
T
+.
.
~
~r

I ._
' _
a. tr L ,

~-IS{- _
- -
, -: r _ _r . t
#
-
+ 1
~ t

*

1 `
f
r,--

~, I
,
i
i ~
r
.
:
J
-. _,._
:
~ ..
~
', ~
.
'++~
-4+
tl
i
~
l
r -

~' - a+
+}1r
}. it --L»-
r
^ t~
- 1
.
1 _
1
J
~
~~ -
-
-
.
.
.
- _ .__ -
- +r i--L
-
; ' ay
1 - ~' _ ~ _
-i ~
' -
f-~ i 1+-
- t
T
I - . i1 ~ .
~i~ t ~~5, ++ -
- t_~ 1 -
-1
+~ `-~
-
_•
i~
T i - -~ ~'+'~ 1..-
`_'.~1 T ~ ,- ~ r h
~ I +--[-i
r
I !. ,u_
f:'~
+` _ r~ -
_ r - -l r_
1 +L. ,. l- _
i ~. - ....~
+,'-r ~L

F +T.-
-i-.

:.
+ ~
t-f

t 1
- - .L.ti_ i~'
~ i ~- " F~i
'1 (y: - -T
~T ~Lr -

~

~ y- ,
l L: -
~ro
p
-
Y ~
t
L
~-L- +J-.a'J-
L
' :.i
•.~-
r ~
T i'- ' 1-r
T t., ,
.~-{-`

_
-LH
' ~ ~ t. 1 J.
'. , a ~- .. __L I:'-i ~: I'-*- _ r
~
-
.
''

i
+ ~
i-F+ ~

r
t 1~
l
.
.rJ-' T-T ~ - 1
~_i-{
- :L `_ ~ ~ tr+
t
- i
-_ _ y' -i-
_ F
- _

~ ~
n
+
1 ~ 'Id
_-L
i' f 1 l I

1 _ F

1

.. 1.t.

_.
_ r
~~ ... +
T-
n

. }~

ly, ~

t i .

i

1_I. t i a

~

i

~ i

H ~
~

.

1

.
- _ F
-
y_.L-1

1 _

~
~ ~ t Y
_ r F
~ ~
r ~
r
t
,. L- ~
t ..

r~ l.- { f L t 1 r r t .~ -
~. '~;. , ~
r F - 4-
: i ~
~ ?T_ -. i
f -~.-' +
a`i-: ~ L
.~_ _ +1J
-~.

j
,--[..,..
- }
r i yl-'+" ~
, ~• , - , t
r
i 1
r
- +
~ ~`i ~'t
1-
i-,- ~
~ . ;.i

_+
'~ii _l, +_}
r
-t 1r
:1 r , "~ L
-I ~ J-
.~±
_ -_
r tt
~-

.
i. _ ,

~
'
'
, rT r ~-++. + ~
~
--
1~ C

r _

' ,

~ ~

-t ~ _
r
rr -
'~ {--rte ,.i-,-I- ~+-
r
T,_ ~
,
~ j~ r~
_
1. t
-1! _ _
_~- 1
.. .I
~}i
+~yY'
+il'+'..
iL 77-~
'-r
1
J-
-t :<J 1 7 ti
1441
ri Lf
1.~
}
F
-
~f_
I-~ i_l.l }
-! -r
-~ '~ ) f 1r Ll+
r f . tr -- L r + ? ~ ~ -
_ -

L
~ ~ I
F~,i-
_' i{~ y ' ~_~
r : ~ -'rt IlIj a
t'
t _ ~ ;~-± - .i+i T .
~ fi
. -
i1 ~+1_
+ - - i 4-L;= t
1 ~
~ {
i+~ Y +_ ~~ ~ y _
~ y ~
t
' ' f ~..
'
-
-
I- ^1 ~ t .1. a~ a-r
..~
.-
I1 . a La f~:
_ 1 Yr' - . ~ ~t+. T 4 -~.
y° ~~ I
-
+ ~ t--i F +
~ L
~-r ~+
-
LL
1 li
1 _
f
+ 1il
;- ~ 1
1 #
11
~' '..
..F +} r"- r
~:L ~, 1 - 'T`
rt 1-
-
+ -++-r4
+'1~ -i-,
~ j I L
r. ~Z {
~ '- J
i . { ,
it. ~ _'.1~
L~{ ~
I
~
_j ..ri_.

i !+ f -+
~ i },
~~t
~~~ ~r T. _. i.: 1~
_
T f ~
~ ~~; t-" _
- ~
~L'~ i-.'!_ rt
~ +
,
r :
t~ I I L
,-f
'~i i + r
~ -++ Tl - + = -r+ S rr 4~ ~
- 1 t7 + ~; - a T i-~ L -
i- a T y ... 4 ..
., -L :~.~.~ i }" ,_~a~ -1 _ ~i +: Fes:

~.
y r 1-t: ~a i y-1
- 4 {'
r. - _~-t
r_i
~t ~+.i i ~ r-'~-
' ~ rT ~F~yF-rt -'y 1~
+ I- -}r~-+ t-i'.
+
-
-
i- {~_
7
~ ~_
i+ 1-4
iS j
J +„
4`-!~L-t --t -- 1_ ti-_
A`' "~ - _
t
•
;-i. }'}.
,.
- ;l r L ~. F
_y
F ~
1 - t*-; it : - - '~ T - 1'~ - t' -
t 1 ~ +-- iT ,
~
I
t•" ----r . _
i.
-
~~ - - -L
-
' - T't .-,- l ,r
~ Y xi:.
~' rl _ i ~
.r
'
-.-. t. 1. , ~! r i ._r j. 1L
.
r ~' I - r~T y+fJ i F ' j~ J y ~ Yi+ ~
'r ~
-!t t 1~
't _ -+l1~. ~y~
Y"- /- ~ I_ }1"_ ~ 4 } ~r^F ~ -1- 1 r +~-' ~-•l

'.~

.~_.

I

i:t lI i

-

-~- t

- T

r1;

- r

r,-

~-+

`~
T'~
-!---
44
t ,
j-r-. r-1+
I - '~ C
:

-- _

- ~r

; ~~ t

h
-
1 y
1:~: --` t Y„F.
~

1" t

-j -i I
*

-~. ~ ~
~

'

l
r ~
I ,
$..
f :.

~
"
!
,
+ r ~'
~
L
1'fiL
.-F
' ~ {~ -
~++ mot-
- r
_
7
r _
ra

is
1T
~-
,-~
L+ t
~ T L
-.i .

'~
r
-
-a -4 f
~.t7~1- 1-
L
r -
-
~ 1
-L -1
}
..f'
L' L * Y-+
1
, ~1 '
_

CI~ ~
~

~~

~
I-

} L
1± L _r

. F ± + _ I + , ~. _

i

f+ -~i T ~ '!~-

-

.I
T ~
_
r i t

t ;
_ -
~

} +
-1 !- ly=. ~r 1.i' -!- ,
~+~ I~: a_'r
- ~ ~r '} -L-i -r~7 t. _ ~y_ i
i
li-r {SFr
~ +1

r j+ J
~-r

1, +
a -
_-_ t Y. ~ ~
;' r _
+ , TS
_
+
+,
1
4
, _I. i
ft

7 Y-
_~ .
r_ L
+. --- tr--` t-L ._...

~ ~ . 1 -}
-
'
J1 r T_
~
r:.-;.

T

:
..~...

-' ~
`
. _• ~

T ]
_

rr~
T i ~
4
_ -.-:_
,
--'_ ' _ ~- -
~. ~ -F-1
' ~

r
+-
, _

i
a-

,~'-,
-

1
t7'
-+; -r 'r+r i

t .-~ _ I..
i J t

-~1'T - -

~

-
Wit,

-r ,
~-
1.i

, ,
+
tr li

-
t

~'`. ~.
h •.
-
-
. ; - i ~; ' -- X t +
4 ~ T^ 1 ~
~ J

a-++
-1
r.'.+-1 T .- "_~ 1
'
+
~ iT1.~
lT+ ~ -
!.- .~ r
.
~ _

_
~ t

r~r
1.
T;
'--L _

~ 1

~-i-
_~ ~ . F r 1
: r~:
- I~
+-
-
-(-4y t
_fi}j
1 ~
i .L I-
+~
't"
1~ _
_
i-
_ _ }'.,_
~
_1 1
` +17
-.-
rr -+ ~- ~ !-,-:. T 1-* - _ }-+
!
, - i - .
- r
{-. - L
, ~ -
~
r -t1 ~- ja ~~ ~1
~ _
~ +
-1' ~ rri
.~ ~
1 i. ~ F
+ L - Y!-h }
i t f
r.L -
, '
~ ~--1 -F ~
~ ; ,.I. r + I
t Tr- + , .~i a- i-
L Fy1 -
+_~ -~ J
} Li [ I
t1 t.u
. I._ ~ ~-f I-F -i _
~ -} ~ _ * _
.
~
I
- l I . I .
-` I r f
. _ t.. a. `
~ _
-... ~-:- r
1 .t t--F J iii:
+ia

,.. ~ - r+ L~
_ -
~J

~

} .
~ ~--. _
.r
i r
i
:. _._
j - .r'- - - -~.µ F
-+ ~'- C' -_r I
t r '.{I-+ I I i'I~ {
- I 'i- y ~ ~~~
- ~ ~'I-+r~
., :Y-} ~
_ y. ~ ~ I '. F t ~
~ i
j ~ ~
"~
1 I
~1-
r I
ITi ,, .r 1~ k r. -
Y ~-~ j' ~
~
, ~ rt I -
t i _
_
. " ~ _
$ ~
y - : ~
a.
~
~ .
L
-
jl..~

. , F }
~I
! t
.
. c-
1
_r_
- -,
~:a_ _l ' _~`
"J_. •r L_I-
-_ .. ~I- ' ~- ~
::1
, _
'--)
1
r
'T,
`! ;
',.
~_`
+ .:
i.'.,
F-1.. :
L ;- !
'.1.
1.> }
. j; _ I I
-
~~

-

~
_
,
-
~'~-~

~
17
-r
,

~t
±
r;,

1
:,-~
r ~

_

r4

=1
i-
- I ~

'
'. - L-
C f.
Y
I ~
-~ i _~
;;~.
~_ ~:j..

F
,
~f
1.1 h-f J
i _y _

1
t
~

tr}
{~
i I

1
T

-~:~ t _
'.j. ~

+
-1-r ~ I'

t

~

`~~ -l

,

~
1

'~f _
ti- r

;
.
c
i ~+~ _ -
i - ty

1

,

`
~
tt
.
ti {-« I -1 _
'
- _
~
-
[_.
{}~
:.. _
-.- r.
~
1
:
~
1
4
I
_ _ (
ITS I
Y~
1
t^
~
..
-s1-
... I_ `f
~ r'
__. _. _ ... ,t'
_-.. µl
... .. 1i1
.~.. itj
_.-i.
. :
tr w
~ _
i .
.
I..l _: ..
. _
7
4_}-{ ~~
-

'
f
f 't

~,
- +~_

~
i
1

{
_ - ,
1 7. i~L _ ~~ J

rr _
r . L-I~f_

r

~
-~r -
~ I.

1 LI _

t
a 1 l

I
_ 1 .,.. _ F ! ' r ' L'i'i-' i+L., +1y I l L - rJ ' ~ _
r ,- _ - - - _' - - - - i

~ -
,
~

_
-t r J I -

~ ~ a Y _ i {
-
i r l ~ +-; ti
"-~'_. T + 1 I
'-'
, _. _ [~a ' , . --r
,
_

1 I.... 1i - _

" ... rL

' - _L. -.

-

•

-. ~t L

Fj 1 -':
;
+~ T
t _

._
- ' :
_ 1.1
_
r _ r' _r+
t
~ -I ~ ~
~

_
+
_ _
~
` i

r ~

_
F'-i- ' J~
+

r 1 _ _

I 1
i ~ I
r `
- '

_ -
'
I
_.r
~
r T
~ t': r~
I
-
- ,-~-I- t _

- -
- - r
-
k { _
' ±
` r-- _

: .

- T
..
r.

3

:
~
~-

~L

~
[ -

, , ~ : ,: -

'
~
'

~

.

f

~

r

I
, }-
I t J I

~*-

-~ -- -4

t.
'
'-~-
+ ;...
t
-!- - -- ~
- -- - . {_r_~ ;. ~_•.. + _ i' 1 I' I
_ } --I
J } f -i } _ . _.1. . t
h 1
;
.~ r _ 1~
I
r
_ 1
:
: ~ "y it G
r,. t
._,
_ I..,:
1
_ - ~. •_

_

.'
_ _ _

_

I .
~.

-
i _ _
i _

' -i :.T

-
y
I
i

'
!
- r

l
,
I
1-~ _

~-

_t.. J-
".Y.
- _
-

_ 'l ,.
,
{ ~
}

~
1
"
~_

~ t

I

l

f t I
I

I
I
~ f.~ '-~. T
:
i F f
, _ 1
; I. ( _ ~ t _ _ - r - ~
'-

..
L ,_
i•-
~ {,
FI - _ _
.
- T4
rT -
f ~ - - - I 1 + ;
- - ~

..; .
~. ' r

i.
:.i

~
~' 1
_. .-

i
i
f;
r

h
- t
1 h
,. r
_

1
1 - 1
~ t

j
r~? 1

I
I~
r r_4 ! r
.
Y : ~

I
L
~-L
' "1 _1 __
, 1 r _
- •- -r _ _ 1 I
-
-
-
_~_ __
~
- I
,_

~

~
i
--
- ~

. -

; '

FAT

~ r

-

=

; ~

I

i~
. _ - - ~
~ -
_ -
;.

_..f+

r rr
Tr

'- .: -_

_
a
~~

'

r

'

+

_ _

_

1
~ '..
,-

.

,

i

,
_

'

~

~

1 _

Q

I

i

!

-

I

, _ . ..
` ,

..
..

_
'

I
I ~ -

3:06:20 PM
R:\Road.•~y\Pro~\b3917 _rdy_><pl_L.dgn
br Jan.peose

`.: : ;. -kl i~_-• I '~
- .
_:-i - { ~
! i L,. _ ~ t'-~ ~ _ I :.
T a `
_ '_f 1 1 I
+ - -Li -
- ,
, - _
4 _
I
~t r
r I

-L ~ tJ-- I !
, ! - J r I - ;

I- { t ++
_-r_ I :_il ~_ J-~:

.
_ ,- I
-

,.
i:~ ~:-1 I, .~ L,

it

.

_k, `t -
-
s {_ ,1;= ~

- r i 'rr ~~

-

~ ~ J' ..J
, I I -
,
- -

__
-T +-

_- ,-

i
_

-`
'-r

1

i
{
r r
r
:_.
.
~J
.:
~~
I r r
,_• ,_ ~_ __
a:r
;-
+ ~
i
`'.I
i -
i
i'-

rr
-rr t
~ _~
J r
IL::~ i rp I
_,. 1
_.
,
.
. -+-r-:
~r
a rr
:
r°-i- 1
., ::I_ , -
~
;
., ~_ -T
.- _
. .: ,.- +

.
;
i~i._
_. i- _,µ._~-; ht
,-

1
~

>-
'TT
`
~, _
_
1

,
.r' 1

~_
L"'- F +f- y ~ -
~

r
~ i~ 11- `T y-
T !
_
~
~
~ ,
_
t
~ + _ {.
_
` ~
k
; ,
.
_
:.~_ , I - ._,. .
1._.i_ -l .. _._ . .~;. _.._ _
I _ t
+ ._ _ +'(-_ ~
. ~_.' _.~{ ~ _.' j~ _ ~
~ .~i~1
~' r} -1J -
:=1.
{~ ~-1
- _- F , J f t J
1 1 -
.
. r t-F4 + N
r' 1 J- -.1 ., y _ ._I'T. _
~
1
'.~. _Y r. _ `i 1 .--F -
l~
T' `iJ ~. {~ -I J.. J-,

: 1.
..

. 1 1
r _

1
r~-,-
-
'--F

r•
.y- -+
~
~
. I :.
: :
_ {
I-,- i ! ' ~ .: __'
+__ ~-+ - ti } ,.:
CC
, t is i-' T ~ ~_ I .
_.. -. C r..: ~ __. .._. :.
~ ;-. y ~ ~ i-"r" ~
.+~

1
..F..1. ~

_L.:- -
..:.1 i I- _ r.,. ,_,

1-1 1~ -

.~ _
J 1

_ - !'T - T _ - -
L'-.L. ~. J 1-.- -i_.- 1 - J-I

T
_ ~.1. - L { ~__ ~ - ' 1 j~
Z;

i+:
' - ~ ! - -
~ i T {
,. `:_t t }~ _ ~ rte" ~ '*+ ~ Y' f ,

~-

•

..
~ a

~

~
J.

~

~~ 11~

I

.L.

_
r
a._ ~1 ;~7 {' ~ ~.

I i 1''
' ~ ;:~ }~ "_ :.jy- - 1r~* ',-T, TI-~r ,-

~ .rr, ~ {+:.+

L L" J iT r - r f ;i -ri

~
1
I
~ r

_~

.._.i
- _ r
..
- - : ~-- -
_ -
Y ,-•-
!
_
rt
T~ -
.
_ T t-- rri -~-{ '
_ :-t - _ _ .1. _i
_ ,_{.
- T.
j ~~_ k ly i._
. _
.}. ._.Y 1 1
i . .J. ~ J I-_. r.i-_- (
J ,.` I
~,~ I
- - 1`I'-
~Tt._ +1
:, _I. 1 _.; r~,_
_
i r : ~ , : , , :-. - .- { L.. _t. __. t '_
~
~ J-'-rt - I J ~ }L,-~
n I.i .1 r t I r -{_t r_i i
t
i
~ _f-_ -F-I + _ `'7 ;:i
.I
..
s.T ,,.
LL,
~
~
r L . ~ ._ _- ... T - ~--r -;

'
-1-~
' T
~
J - -

~ ~+ L -

~"i J
F t r

~ I-
..
-
- ~L1 - _ + --
I r
1 - a1-~ ' T-
.{
-Y
~ -+ -

}
J - - _ _ ;,.=.F = _
Y F
::
=
L 1
..._i_ ~
J
r
r
.!-. -; V-r _~_.-:.- '-- '-. ..~ _
.. ~ l.
..
r _~
"
_ - _
. I .J- __..~-.'.... ~ :-..:, '-_ ,~ ..
t
f _

.+~ -
~

't<~ `+ ~i
..
_

r -..-.t rl
1 :l ~'
'
+

- I' 1
~t
-i{-1 I, + .I~j. _.~ 1 +i- t 1---
I -
-r
_ ~ _ +-r. T
f-' ~
2
'
•_ '-'1 t' ~
_ 1
...__,. I .
_. LJ,- r r`--',_. r
.. ~T;.~_- ;
r T
rtH- --- :+
-
,
Y tf- ~ti-r
F .J
-
-iT ~. {J- J: t~._ r+_. i ~, 1
_._ _ ?
+
r a
-~
1 _
r

i. ,-7 i.. . _
.._' f
:I - L
~.. 1.~7.. _• 1-. :.
._.~ rl `: ; . ; r
•-.
~
T

_
I-I~ It.-
~.,
r+- -

'
'L -
- '-+_
r ~
_,., ,l' _r.
-1 1--+ .~1 ~ +z

h }

1
_ yI t ~•r I t f 71~_ {..~. j
r
t r!
l
r' - _ J - -
-
~
+
~

t
r -
1
.1t __ T~ 1
}
{
- 1 =+
~
_
~_._ .
.
~. 'i' . , 1 _
, I '
,
,,
t ~ -
r•- - - H
L
+-'.. -
y
_
- -r T
`
.i- - - r -L~ _
__
r _ r _ Y _
r - l
t..i.. ._..{1 ,. r...i _i. ~

1 : 4...+ _Y1~- rY t_r_ ~ ,..,' _..-~_ ': , +r... Yr
r 1
I- ~ t.11
Yt.. .
-., r _Tl-h

~- _ - Y __
+'t 'r "~'f~ 1T. J _ J.
_
. ..-
- .i ..1
~'-j - +
I
F I
iy F-' f. 1-' F--~.{ _ iiy - ~- ~J ,I _-

.
C
~
-I ~. .
_ rr.--rL _,-.._ 1+ ~-.. -L.,, ~ .._r. ~

T y
1
,
.
-
T+ 1}: I 1:.
1 . _
-
~ ~+ I

~;..~-,.. .::~ .'. I::-' ~. ,- 1 i
_ ~
'-.
. ~-
.
,
: !_`
-f :-
i~' !
I.
~ ++. tl _~
,1-.
-Lf: ,
+
f-
T
~ ~
:
i ~
-
~ : i «
t
~
~i
}-
}- ~
F,. ~?
:•-
* L
i
i
'
F
1
t
t.
y r_ ~
r
t
_
f
iy.
.
-.-
I : .
.
, ~.
-
.
+
:.
•--, . ,
-
_
. r r
1
y
. ~
+-
,
- -
'
T
..,
_~-
'
'- ++ ,i 11
:
t _
_._
- -:
} a-~J,~ t_.' ~J._ ~~. _` I
_
~}.~_ ~:.
I
r?

},. i
> t{

L~~ F` L - ~

':i.
k

+-!-

~~- iTit 1 _ h _ a
~+
L
`
~
1

-_j.!'{; ,,j.r _ ++: ,ri. ,.+_:

_
F
~ _
f ..
_:_
_ _ . , _ < ., L - _: t. 1 r
~
` +. _ Si.: ,
N
- - _I -
-, j -
~-
F ~
I
1 ,
I
,
J

~
_;.
' r-.~'. _t ~'-- ~
-i,J_
.~ .1

{ y-J r rT - .w.'. .y.
'. ;. -
- r
t
~
,
~
. 1
-

,. -( _f~ y

f _ +~
t
-~
"
i~ I. t. r-.1 _ J
}

-+a rT--1

_ +
~
-
+

i-_.1._ ~ I'-r` F
r 1-r ~~ - • I
~
r
1+
te
J
_
- t.:.
I
r r

_._+_ T _ .;_. ~. _ . .1
: ,
:
..r
t ;..;
..
_; ~-
.. ;--.
-'_ ~ +..~. _ ~
._

+
Y
..
~.. - -
1
.
+
L _
i-1=y - +~
r'
~
t
µ
I
_ _ _
_.
1 r
j

...
~
y
:~,
I.I. .. r_.. .1 .. :.:. ~_ _,. _

1 ~ 1~-
r
1i
_
L
~
L
1
r
~ 'J- T

{

~
i
'-:..: 1... _
r _ _

r-
~
~
_

+
r r
l
l
I
~ t
1

~
'? ~
~r.l
^
._
_-_~
„
-+. .; ,i
,
.. T _
i I.
..
...
+ ,.
.L
:-_}_
}~_ -.
-
-_ :T - r'+-". ~L {y.
rT l' .i I
1:
_f 1_ T
- ~1.
II- !
f _
"
- -i
.t
..l hl - ~_-
rl
- -~
~~ ~! i
~ ,
~+ t-1
-{'
~ 7.' -
t 1
1-
F

' 1. is ~. L-4 :. _ _
1-T' l I -L
~ ~ ~ ~
~
I
iT
'F
- _ _
~
,
~-=+=' _71+-x- ,-~ a-i '- I

~
" I~
,+ _
~ - r' -'~ -1 ~ 1 - ;1~ --
-
] X1:1
:
'~ ~ aL+' L
L''
~ ~{ - I tS( . ~:j.
~ta`#-.-~ ~ - f . +-{
t -~ ,-
-~ r;. f "++._ - tl -
r~1+ - . ~
+ 't ru ter- •I~
+- -- ~` l ::
r L _.-L~. - _
.~
_,
tY J~
j~{ ~:}'.J
r
.. C - r
~
+
r` + 1':-- T J .Lr T r
.i. _ 1 i. ~ _
'-+- . _ _ __ ~ _I--I-::' ' +_L_'' _
Ll ~ _ _
'
~
~.
'.~-' '11 -~
'
~i
; +.
_ ..T. I1~ I..l.t ;. 1 t 1~'.- I',
,
'
,
~
r'Y.
~
1~. r
-
em. 1
k_; -+' _L i. i { ~
'-J- r {1
~ ?- - J_I y-~-`
F ~ "r-+'
.
~ =` ~ , + ~~-_ y y_ + ~ '+;:
. ti-F+-T
_ r
:
r-
; .~
i- .. _ _ f
I
1 t ~
_ _
I._ _
~ l ~ . f

.J-r
r-
T,
7
.
a
~
, ~ t
+,{
~
T
: -
_i I~. ~I ~{-r-I- t- -.-~ .
tt _.
~.
.
_. •
.T
. - {. J~. ~... L i _
_ 1-1-1- J~-±-1.
'..~T Y
+
?.:~
1
j ~.J 1'--r
ti ti~_ _ '+ -: 1. +• - -

1 ~ ' ~ . '. i i .r 7 ~
[.
'.,+ i ---: - -
i.r L J ~
rtf"h
} -
`i -~
•

- 1-

~
•-F- F
,
L
~
r L 1 1$ J
t-r _ _ + F ~_;_ 1 r. i_I j i #~T t^F t'-r - ~-1
t ~ I-r '-I N J.}T
t
~ ~
'-
-
t j~
_ _- _
4 ~ _

~
_r .+,- ,_I.
f I "
~
_' _
- _ ~-L~--
!
x1
I
~ - - _
t^T
- ~
t
r ~ +T
-I-,
-T+,
~
~ -I
.
I
_
i
-~
.{ 1 I + ~J~1
_~} _
I `_}!-`
1.
.1~__+ ~ i 1. f_.
~~ { r
_ t..
~ i
J r{
+~ .i }~
~~+- 1 µ rt ~..{~ 1 J .. .~
._r"` 1. { L~y
~ u ~J
T
' 1
T ~ J_.- - __
__ -
. ` .. 1. 1

r-1 -~ f
-_
~ ~ ~+.i- T _iL_. i. _

1-t
``
+.~
{
-~ ~ '~ F

~~1
,
t t~ J _ _
~
~ +, ~ .., t +T - rt -_r '-+ -4---=

{ I r
i~ 7_t i {
1 ~
` _ _ _ 1-
1'1-
-
-
I
l
F

' _
~
~
• ;.
~
.;._ ~. --- , r f-I
_.
~... . -~_. ~.:
- r ^_
, 1 - _r--T
-~ _r y. -1-L . T .
~
^L_ -.,
_
i.
i1
~
f
-I
+,- j J.
)
~ I
t-'r

J

:
J
l
~`

f

T'
'
_
T h ~ _~_:-t- a. rl
' -~_ , .~ .~- ?'-I .-, . .
_. -~.
_ _
T:- '-7 r'
-
:~~-~ + L yl
r I t
-1 I r _ _ 1.
1 .t. + ~
,.:EL_ ~:T"

'' .
-
f`1 - _
~
~
~ - r-,
1
`T
-.+-
fit: 1 ~ +~ { ~~ I, T - +T
L
I
r~
~
:
l
~~
!
~
~'
,
I
y T r+ 1
i J L
~ _.-_.
{ti
. J-,- J+
+ -!
-
-
L _
,--
t tom
L ~ I
F-. I ~ , I t- 4-T T ~ -. I Ty
-
- ~
-1= r+`; }
-
rI
r
1 ~..
_
L
_
+
1
•-i_.I .. i~ _ ~ ~ r
-
r .:a- rrJ ~. L. i

L_
~I ~J -
y~y
"i- r r
1i.._
I L ~ +
_
+... _
T '
-t - { ; - ~ -ri~ r ~ i
~ .t_-T_ ~: 1 r i
.
T~ -1-.~ J 1
1 X1
~

+:~-. t
~'
~

_.r~ __ ...T +.{.:
r + -,~
J rF ~_ L
"? 1 ~ ~~ +.

~ ..
1-.` {1--~-! I-I' i ~r i
T,'_;
' 1 1 i~ !- ~-: +' Lt-
~ ~ +
.~_ f-I-L

r' ~ r
l 4 .y.. •.

1
I :
~
1 _ - + - ~~-.- t'

T F
+ I
.
.l I •T~
.~ aJ..,- _}t+.l , {_ + 1..:- ~ -- L __ .J_4J. _
~
F- _ }F
- L
{ i.
~ ~r J.
i r;
~~
+
~ .
"' ~
_

1
r
,
. r _ 1 L
* _ - _I-`.L
~I - {
r
~
L
I
~
i~- '
'
_
~
•

% - t

lr

1
ri--t - , r

-

+

~
~

_

r i
_

J _
l L _~ F , -r-~ + ~ -' +--r
,

-r~-,
T ~
' i
i _
' 1_
'~~ .~ T
+ 4
- }' i
_
~ 1 T~-t.
$` ~
?ttt'
I-
-~
'
i
}
I
T t
L,
~
1
, t~
1 ~l } t
'~- `
h
~ _
y
}
_ r 1 t 1
- rt
1• ~-
~ _ - 1
.
-{
-''-- Fi
.
~
j1
Y'
,
{
r
-~ 1
- ~
T
f
~
• _
..
{.
l~
k
+-1 it '~!~ ~T~ ~ '-r~
.,
~
~._!•
' ~ .t J-;,-:
1SLj. ,.y ..- ,. ~, _.t
~t : l+
r .;_ _ ~..1
-J
:

t
_ i~ -
H
~ +4-i~--1 - i-}
J it ~.
'r. i
..
1i.~ 11 L-r~'-.i
IT Ll
~ +
:i rl_'- - ~H -:..i~+ i i} fJ _-+th ~I- I - L..f_
_L :_,_... .F.
]]~~ j~L yj -[
+
LlJ. _
- +I
~(-1
~
1
~
l
~
L
1
,
-ter +
..
-- -

. ,--
_
-l _
}. J.,-~I~ -
{
.J.
`
-~
_ { ~
- f -
+.; 1.
-
rr
r
.. _
r .- j- I JJ" J-
-{ 'Y ~- ~" ~ - k I f i - I
.
+T_~~ '~ 1 _
, 7 ~
k l Z k
1-1 ~
t - ( '+ - t_+ rJ"1 ~ ~r 1_l. 'J
4+ ~I~'
Y Y-_ .'}-~_ TTT '}-:- -
_
A T~ +T I- - +-1-: ~t~ J ..:~ .-.J __ _h L~- '_ _ '"1 t•-
*-+ ,- I r ! ~

~ t ~- ~:. 1
;- 1 f

1-. + t-+ - . -J ':. 1-~ F ~'- ~r l ~
1 + -

i ~-
~,
~ -

: }
Y
~ Y}

~ `- ~` ~
-
~y t . «! t J ~ I - -`S
r~: ---
T ~ ~
.
l
`F - 'L
~ -~ .:::
y _
t 1 _ -
J. ~i - ± {~ a-- ~
{
'I
: -
- ;JJr , -,
_ ?
- r
T ~.~
'
*
''
$
L r L
+t
- i{
_LT L~
~ t _ _r.
-.
+ _
~
_
,.
~. I'
~
~'~_ 1 ~ r7
~
ii7 1

~
. .
I ~
~
1_-
~r - r
*
,
. l-~_ _

'

`
tt
1
r Y r _-
yY- { ~
1
_ L
.
yi~
- i
- -
j
~
_
e L ~ l _ ~_.r I _ r,. _ r1 ~ -r
1. - -.--... - . i..l.
~
~ }+_
~ ~ '
-
~
.. .....: .
T~.
1
: {~.. J - ~ - r^ -~-
}
h
!
~~_. _ _ ~. ~: ;_
... ~
i .,.~ T,~_.. :1;_. -- = Y 1
.
'
~ ~ ~
i ~ t_ :_~_
t I ._~. .-t--} r+ ,-.~_ ,
i-
- :
• + fir. . T
-I ~
4 I _ ,_
F ,
F y
T y-
j
"f ! ..r ~ y.,~
-1 t..
4 .-: -
-Ll i- ~J_ 1 r -~ 7 ~~
!
i
~
~
,
~
- ~ _-1-
..
.;, 1
-
r
i
L:
~ ' r _
.
,
.
.... ~ _
, t.
Y' !_. 7-ry~ }
-I I !'J :_
]

F ll'~i--L -r
r
F

l . I +
+ L

- .-:..
.
-
ti
L ~i
,
r
~
~
ly
' Y.. y.
.
'
~'r-L +
-
~
r r

_ ~
_~ +T
ti
.l
.
r
--` +- i+ F
I y
_~.
..`
_r. ~(1: ~_- T r
J~
Y
`
1 •' J (:Yl _ L

LI.. ~1 ~.i_

y

_ f'.

~. i
' ~.
_
t'r
1
`
L
L
'f
4
+y
I-
..
y
F,--l.L il' r_
C .._.~.f 11• 1j.1~ + r ~' ~. ~. _ _ + I
. -
7
-~t 1 r ~ I r,
~

_;_ Lam,- t
•
Lu- ,
t ~
~ ~

r

.
~ ~
.
.'_ _
-~i
_
- - r , ++.-; t ~T- r--*- { i +:
~
I

~., ~:` L7 rt .f:}L
- +
+ '
~- ..,.._ ~ ~ _`
-N
i I +-

1 y
~~ ~~"
f~
f
I
l
L-
~
~
1
~
~ kr I
- ., _+
J ~ +~ ~ T ~ _x I -
T..I ~ ~ -1-,
_
...-.
.
_ _-
T '
/-
7
'-
~
J .t ._
J . I.J r JS~-' _ _.
1 '. L
-y.~. '_ t t 1~ { - 1 + t
t
~ r
.- "2: T . ~
.
. r
t
+-
_ -I-'- -'
- _
~- `
.
r
1 tal },T ~r ..
'-
_~1 _fy{ YY..r a.-f ~-+~I- -+~-
T. .L ::
r
r .:. ~
i.
1
~'+_ .+. y ~ L. ..-L :
L
~
~ 7. .J r -.
-i 1 - I:-i
4~ -rJ + -J _ ~- +-. t 1
-J_ ~-
- rT ~i- r+
~
- J r -
~. f 1 - { ~f'+~ - ...!~.
1
+ .
..
;1_
++ .L i -r+ : ~ ~ 7 ~ _ .t _, _ . 1 _ - ~I-~~ 1..}
: r-1 _l1 ~
`-t"t~r L +
-
~i~
-r
` J
-'
r-
~
~
`-:- L _ ~~---,r~~--
~
t
-
'
L , ~
-
T r
r
~
r
._
~
T L
__ _
TI
t
r+ : _
~
Y
i
- ,
' r + J ; ~ -r I Y r - J- r
r_ r
~ r ~+ '_, _ a _ -
~ {
I ~' _ `~
`
I i
r
i
kl
~
~
+
! , ~:- I'-' r~- 1 { ~L ', 4
~ ...r.-, ,mil f ~ . T t .-1...1
11 1
j.. ~ i _
111 ,
+ .-. L
rt- r t _ _ _ t { t ~1 -.
-+ -
~
*
~
~
-_1_ _ •- ;-•
1 r
-~~~.
~ _-1 ~ .- - _ i
~T ~F-
1
~
I I i`1:.
, _ -Li r +y
-
,-
• ~+= - -
l
~
- -- r+ I I' ~I -
- -
I iJ_:
u .. ~
><.
- r
- + ~ _~. 11_
r-
t ~ r
_.+.1
'.' ~- -r-r+ tf_ :.L
'
1 ~ _L J i
r_ `
=
-r 'i
J~~ _. 1.
- r -
- ~ +~- .L
~}
='-
i V
L ;J-;- _
.i ~.i` 1-Y-/•.
{;- .J-
- I
+i., _ 1 i __'_f a...l.~--'-
.+.4 _. y. r.. I ~.,t:.
+.- 1 J_.
J~}i r-LT F'l+ - ,1 _I_ - -- ,rF L'
J
,
J
1
,
-r'.'
+
t
+- T-
r~` _I ...._
'~
{ _
_J
~
F
1
l ~ L +
L
_
~ E
-
_
+
.. ti
{
_
- -
-µ_' ~ I_ _ r"^ -~ , + ~
_'~. __
~
+
j_
.
_ _, I
Y` j . , J _I + 1
- -.} ., +~-t-_• ~ .
i. 1 :-i'+ +.j.1 ,
-~ ."-".r ~ L ~
f -I-J -t
y `
~
J -..y. _j ~ _ - _ ;+ ~t Y
--
+-. .
T'~
~-
` '
~
1
, .. j~
- '
-~- r
T + }~}
T ~ 1
I 11- YL-- r ~ .,
1
a:, - .~L L ,--. ' , a- ,
~;
t{ I +-'1 r .11 'ta +
i~ r ~~ ~_:
-
+ 1 1 ~. J r ~ 4 J
. ~
t Lr 1
1
' r:_ t r ~ t J
_ 1. -
Y' +_
_
I -f ` 11. i- ~ T+_~ ; ~:: _ i- ,~ ~_ '
J. t: µ I F
-~ ~ 1
t ~ ] I- l ~~ - .i- _
i
i
~
{-F
-
J
I -'if
'
~i
~
~

_. ~
.J- -J
'T ~ ,
,
.
I
+
-;
t J .
. -
+
~ -
+ .L J- .~ .t y
~
~
_
t
-t
~
i i -
- i ~t-
f
t
Y
.
-
1- }_r_
l i~_ r - t r1 $L:.l Ly _ ~
,
{- r Ti T ~ ~-~- T

+~- -!~
+ ~ _
_
-
'~__+ - I , T { ti ~ ~.~ ~- :-~ ?
+ t
1 _
-- J l~i '1'
t~
I
rt
11 { 7 r r._ t

=
i-+
_ ly. -

~ _

~- I -{~.~ +-~
- • ~ I .-r . - y i I _ 1 a-_ _ .~ .l_ . L'f:.i _ __ _ T'- ;T, +f~
1~; , t I
_ ~'
k I r-~~ ~ !y i- -~
F i
~
_I L
_I I
~
t ~ +L F
.
-•
T-
- it
~
_ ~
{
~: _
; i
.
7_ : E
~
L t
t
~
++ _
_r."r
-_ `- '
~-

:
r~
1 1 ~_ ~ r~1 , ;~ ~

4
_
~`~ , ; ~ F,
J ±t
' ~
~

~ `~

--_-ti-
I}F

T
J
.
L -
~ -TiF
~+ ~
~' '- . , . ~ -
~ 1 F~F 1
T
,
~ ..; i
T' I
:
r
rt 1~-!- ii' -r- -r ~-r
i- - ra-;~ ~
-
J ; ,
~
-
~~ ,-
-r -t-«-•~ ~.r~' .T~ '.. __ .l ,- - + ; `
Cr' 'T..r_
f' i-!' _
_
~ {'
1
1+
-
' -' 1
-1 _
!
T
~ '
t -.-.. ,~I
1 'Y +r r L
_ L
1 t
' J
I i.
}
_
(
~ r - ~ }L-
-ry +
- {
-
i .,...y -i--r t
-:-
~- `~
' ~~
h ~ ~µ.:
r
` ~ iCT"
~' Z ~
' ~T
+
t.... - L ; ~
-r r
1'+J1-t ~ r-'~ f
1 E
I_ J
~-+ ~j .' t'-J-~ 1.L }. ~t J -L-i_ :.~I.
T - ~ t'Y -I,- '-Ll1 ;
;
~ ~1 ' ~i-t-
r y,{:+ ~ :_ ~ }-- +-~
1++.#' ~ -
j.. 11
~ rt. --!-'. ~ T
11 J.. _7 i
l. C ~~
_,
-+_
_ 1.. t+i." I r -
•' ~ L~ l-• tii-
~. r ~~J +1~ f,~.' t
-h i ~--r J ~~ 7 !
'
.i I._t
1"~
~ ~~

~
.
F t
1 ,
f
I-r ~ _ ?
-Y 1
l .I
1 {~}
_
~
+'`+. ~ I -(~ '!-.~ +J-1.- ++-'' L
1
rL
l
{
~
f
~
~: 1-
I
t
- ~ ~ t
Y: J ~ J~+- I i- + LC .~
t
! _
i .~.+ ;r~_E.'H {
.~ 1_ L~~ 1 ~..J~j `
~i} 1 1 y J.~.
j ..
.
r+. , '
. ~ r
..
y ~I
_ ~-' _~
_ +-
'
4
E -
~~
t
1
~
~
r
--r-+ -,--- + rt -';'-,-
f - +rl- _,..i J~ { ~'Y. 1.--
-
-
+ 1 I j -~.
.(.
- +
-'~-1-,
-:= t-~ -
T:L
-
1
1 -
- -
..
_
t r L i ~
•
+ r + - ~ - ` f -$ _I ~ ai T ~ 1-} ~ r7 a ' _++ J -+ ~
r
T } ~ E 1
. '~ , ` ~'~- : ice--
.
1-r 1
I { Y f . ,_~'_ F 1 r r-' ~
+
~
' r
+

~
•-+ F i~
r
~`
y-ry-I !" Y
- I ~ - - r~ :
: .-r; + : 1 i-' + - r- ~
:
~ rT
' -
r
_
L _
~
_ __ _
~-
f t-rr-~ -. T! 1~ {_~ y~ _ _1 F T+. 7• _ 1.

_ .. .1 L.~ _ {+ L _lT

-'-1-L. .r -+ _; .,. .1.. _L _ Irr
-
r i _. t. 1- -T- i- -r -Y _I.1_ r~. _
-
,
T - ~, .$ T ,~.-+ t.,
T"- ~- +~ ~ _ t'r . -T i. J ~ _ - 1 a ~ F _ -+} J. 1 ~ _ 1 ,,J•,-l ,-+ ~ ~- ~ + 1. - .,-( rr-'-`*+ -r~- F - .y -~ i= J , J-J 1- +
i
x
1
~
t
t
Y
J
LI
1
i ++-t i l
1 L f'
_~
`
_L:..
J.F{ l
_Ly 1
.
~ ,'
»
;
~.- - '-`-{'
1 r' ~.
-i
~ - -
r T'+ ~-.-+ _r _~ ~. it +
~y-
t
1--r
~
~ ~ :
:

+-•_-
- _ _
+
-
t T - } - ~++-1-
t +
, ' 1 .~ _ .{-
4
l
.
r-
_. _ -
.
F.
.
, ,_j
'-
!
. ~ ~
- -I 1 . T
I
' r`
-
i '_
L
1- l.r:
_
+
~
f
,>r-:..
~
- .~
. ~
_ _ _ J+ _ - H ~
i
~~ r--+- '
I
, . _`. f J
_. _ ._
*
I--t"t' ~: I rl I'- +1 1_~ = -+ 1--` .1- tJ .. r ,
a
_
.,, 1 -1_r-tr• ~ ~ t i I 1 ~ f._. _

~
,
_.-+
1

L
L Li~l _ I

. Y. ~ - 1_
.1 y
t
{-~
- --~I- y F + ~+ -1' 4. .I.i.,.l ~, .J.-rr ~ r -rf _ y.~ _L __
~
..
t t..-
1 j
1 1- r
t t - -- -+' -+* ~}-,-.-
~~~~
,I
i ~1-J~
' .. I
_~. -:-._:{_.
`_;I.L---
I
:;
a
F k
r ~
t
1

~
- - -
-
-
"_
1
l J
t
I
c
y
~
L 1 ? ,_!
L'J ~ { L~ -,:~'i ~j ~ - r
_
~_: -.-.. ~+' .-,~-: -r-r1 F
: ii_ T.
- -
_
: r r+ _
-I
I
. L.
_
1.+
7 - T
1
I
I
-
~
{ 1 , _ l
tr
I_
h,~ _
T..
_
'"r;~ 1. -
~+-J
.J- _ .-{,«1 _
~ t
t _
,
~
r ~

, rl
_
J
1
,-.-. -+
I ,

+
_
-'_._ _: _ ~..r..~ :. _... :. -i
Tt
_._.I
- ~.:
L
J_
~
'

-
{F
..11 -- ,-:

•..
L I..~~1 iLj l- - _
Iii ~ "I _...}. .r.{.' +
'} it .r :.-l-~ - ~ t. + _l..
J
'
~
I
T
'-.-
...
f -
_
_;.
..
..
:..
~
: :

r- J
--
-I-
. -. L a
a-
-
-•
- _ _ ..
_I~ ~ -~_t- '1'}
T~ i , _ ~y
~
L
-.,
T
I
. r. ~ '
.. 1 ~
{~- 71 :.}.- .I '.* i
h .:. ++ _ '.r -f: ~ 1.
-.. _ .+_ _.
r _
._
.r_ ; F t I-,. ~ _ I_..L. :`..
+-i •-
"r ..{- . _ _
--
r-' r
i _
~
j
l
! 4.. J..:
I J +
r 1
~
~
I L y
y
J . -
~
i
_ I ~'r +
+... _ I ;-a _i ~~
.(. iti -
J
:
~F Lr!
'
~
~
L I
+
} + `r " r

: r...
r _ .
J F-
I
_ T
_
_
t F
-
-.+I J-
*.-. ;
~ _
_
f { r

_I.,I ~~ r.. i ~
- -'--
~
~ ~;

..,...T-+- . i.1 ._ ~ t ~ {
_
1-
-

~ ~_ - ; ~- 7
-

t
~ I ; _
"

~ H J.
rt

,
- - -
_
+ + ~ r ~J-+-' L i l .T' -
-h-
t ,~~ - 1-'-Y- -
'

..r {
,.
-
I
+
.+_ ?~:. ;,~ -:~-
!
k
,
I
1
1
f

F
~
r
- kl
--
I +`.
_ i

" ,
- -
_ I _ - II.
-
r'~ r +
1 F ~
- -~. .r_,.
-
:
T t t_.
.. _~.;
:_. r J_,
.: - .-
r
-

$
' ! r

~ r
{ , -
h

r
. _ + . {_, . _, ..... .
I
, ~ ~ ;:r
_ r : +- ,
- -
r
-
..: ,
' - - , 1 ~ 1 - t 'r `r 1~ 1

r
{ J l~J +, ~ I_{.~ _ ~ *J_L '-
- -
.. L I r;~
-i
I
~
_ F . J. _.. _. i. .., i- -
~-
- ~ ;:. 1 -
~
~
{ ~
i L. _ iT ` l I L Y '
F4 T +--r t
~
~
1
~
~ { ' . {
_ ,
_
' T
1
~
:

I
:_~ -: ~:' ~~r r .
+-
a-, ,. ._ .r.T._ I ''.- .f

i--'..
'

r 1
.1
IJ '.
~

I
r - , t - ~
~~
r - I I?"
r-
_ i .. ._. _ .. _,.
I. 1 _

:

I -
_
~
1
_.
._ _~ -- J~ r-
. ~ ,. I. ~ .{.
I
I , , f ~
~ S. -,_ : i 1 ~ 1 _ - _ _
I ~~:.
t

:
I _

I ~ -, !

1 1.
~

r+ ~ f~: 1 r. + . i I i -1 _ l r I .'.. C
f-r rT i
.1
~L
_
T
1.
-

.-r.-
I.
_
.-:
~_ _

~ _
_ _ _

- ,
J

.__. I'_ ...+-,. ;...._:J_ .. _ ~....
i _~__ 1__'~ _..: .-.-.:-._ I

: t _.-

.. . -
__

...
_
t r

..i I
F

.
_
•.
..
---1 ~ ( J._ ~~ .~'~l: __ I 1 - 1 1 I ~. -
.-
I __ ._

r
r
~

. t.. ~.. ~ _: ~

..
I

I 1
~
-I

~ .- ~-

:
~
,
f _ I

C
+
r I_ r _ _ _. r : ._..~
- -
n
'1
r l ~.-
'C n
~ 1.~'
-'
-
J~ 1. F
r

i _
{
,_ ._ _ J -
. -
., J
_
_
I
,
J.
I
- T-"1
..._ Lt :`
i
I ~ i
.

R:\Roedwny\Pro~\63917_rdy_><pl_Ldyn
br,en.peese
I
- - I _ - - - I
-
I
-
1- - _I_- ~
L' _ -I ~ . r- _
-
- - ~ - _- - ' r 1-. - - --- ~
A I J -r - - .. ~.
~__
I
,
1
I f ,.
f `; f i-i
I I
'~
- -~'. -t i r I - - ~
'
I - +
I
• J ~l 1
. I r
: .
II
' - 1
I
-
( .
.
__
~
- - 1 -L
I I
:i I- '"t .I .. I ~
, Irl 1 _ ~1 -, _ i - I
1 _ V. r_ rl
- '} ..~.. _ + l ~ - II~ I F j ~ ~ I.
.1 I J r ~. ~ I
_ _L
__ _- - - 1 - -
•J 1 ~ ..I_

~ I I
f_ •. _ -

-...
I.

I
~
F 1 - l

;. -_
_ .. -_. ..,.. 1 .:_ , ..- .~
'
. _ .. I .-_.i. j : I- J~-1 -
t
{.' - -
~
;
L
i

}.
+--:'
t" ~
ice
'rte
_ -i~•-
'-r
~ ~ _
- t r
t
t
`7
_
T r+
~'

I
_
•i J__
}
i ...
.
._ i
., _
1. _• .
._ r.., I r
r_..
•
..
,... {I _

i

, _
-
_ J
I

~'
L .' :
y
r ~.
:' _ ~r' t' ~I'.+ 7-_r .., i._.
.-_
-
. -
:.Ii It;..-: I
~

I-wI ,~+ _ r
_..

.~

.+.:-

- _

I.i. i.1l + .i_ t- _
-
t' -I1 ~/-
_
1.,_
F -
~'

, -

r
- - -

r . T ; _
1
t I- -i I _
~ 1 -~ I ~+-
`
-~

_
-

.
_
,_ ~. 1 y
. t .~.: } ? t r
--
~- -
.l .1
L ~ .~

i t.

Lt
-
tit
,

~~ _t
11 _ t -r'
_~
_ } -
F
L

~

~ ~
}
I 1
~,
I

...
^` ,, .. _. -I
I
_ I~,.,. _.. ;t ._., -... ... -~. ,.;;.
~
t
- ;

-;- is I,. _-'. -{...
~' J 4I.

:_' i.:
I- k
~~' t'

~.
'
~
t
~{ 1r -.11
t:`

'
i t
- +
tfi

i_t.L. + 1. + i. t. 1. '~ _ t
_T
t,
~
~ I

.. J
,
i.
~~
- ,-r
T
- - f-t ~- ,~ - - -r-
- - +
' _ I L
- ri :j
-~ i
.l' -I

.

~ ~ ,
1. r'' --I +~. •-r. -. _1 ~-...~
1. ..'-~l J ... + ....I..
1 r :. I r
fLi.. ~I
*"~
4.#- r, 1...
'. 1~ r'
'^ -,--r l - i.
r... I..I
I~
+{_

+ -
I.tiT
~ y-
.1-:. -
__ fit..- }L_
, +--+-F

~ :,
I_V _ I f
F __ A,y _..,_l. Il.~-~!~ 'r~- TI ~:F 4j_+_ T ~J
.+ r y ~ ._
L... _ - J-.I.J- ..I ~.~-. i i ~ ~`

+
1_t
r .._ t
,.. ~ ~ ~-+ 1 -
-
-
-
.i_ ~ -.. _. _ I _I. :. r -.1. 1.. ~
l.._.I
~i:^.~ .1
a -~.:_L -~_i-.. .
T ~:
t
•
t -
't t-Yr^-~ _

_.
r hF-I
i~/' t
~
j

'
1

r

'+ ---~
f
-.~. L.-i..
Ire-

'1'
I
I
i
t 'r 1

A
'
+
1
i
.
. .
-
ri
-- --..-_.{ _ ~_. r 1 ,- ~- 1 ' . . ,._
~ ~-- r~ t. f
.. {. -; L
~_ i
li
r. ..$
r._
' ' y]

. J.
__, ~
y'"T- f I' ~ 7 71 ~'
i- -
_ _
_ -
t r L+
1
-
-;++ +
J
1
r µ-
.
- L-
{
TT_' r+1
?
'
...

- r
I
I ~ .. _ _ I
I. t......
?- rr... ;i I..~ J .. ~.~...-_:_._.:' _ ..r.,:._+.
..
~ ~
I

~
~
-- ~
•"". - + +
-
~~

1
1
r-~I.
+
~

r,t
-
l
L ~~

`YJ I
_I, +r' Ii
I
r

~ _

+
:f.i J.I ~1 =
I

I
-~
rr

___ -.-
... . _~ __ ~ -,_~. ~
~r~ ' ' _~
I. ti_r
1 {
I
r
I ..t
_ _ .
1 i _ t _ .;.-tl _

`
+

l
t _

~
r
" tt}
~
-t`
"
`
,-~ ~ "
-
t a"
I
! Lt~ - +
:
i Fr r~
i: 1
~
j ~- T
-F ~r
L
~' ''
:_ I
_ --.
._:'
.; ,
ri - .~ .l_
'-
r_ .'_-
_ I _: -:_ ~ _..I+ - - ~ 4,-: }.i.,.S ~., ~ f , ~ .
- -;.
.*_
_
` ~A =_ ~...._ r_•-
..x. .1l
-.
ti=d : - .1 . ~. 1
~ _,y
_.
I.r
-'
_..L. . L . f ~rt .
_
1:, i
. I i 1
1.
_ _ ~ '-
.
L~~L . I { E it
+- r>t i=~ a +.
JF
y i^
I11 r' r _ .
J _ _

'
'
' ~ 1 ,
1 +
t
~
t
I r

r
..
- _ _ ._7 .
__ .
_
,. -..., r +.I_ r : F'..: 1:.{ T I i. ,- -~ 1 I
~.~-J... ,. ~..h +~.~ .~ A + _:1_A _:. _ ._+. L L_.
'
t ~... ~ ~:.- ~ _ il.-~- ~ L

+
~ r
_. ~ ,. _ ..I ,
~ ~~ a
!+ `+
* ,.[. .. T'
I t - I I
l i .'-i + F ~T+ -- .i-J
_.1 ]. -_ -
Y ~.._ t L'' _
_
I'
- ,.I- -
I I I
.-: tt.1 L. i7-. ,.T-,. .~.1 J.
,,. -
,
- rt1- I _
' I
~ T I 1
~ _ Y_ ~
+ _
J~ ~

•
I I~ 1

~

.+'- . ~ ..
I T '-+
L F

tt {
I_• '. TI -r'..I. >_ J}_ 1 T'1~''t Ii'.. 1. -1 r_Y... +
l .: .,-. I _ L, . - . ~~ :_.~-t . - I.
. , : '::: ~ ~
~ ,
-1

_1
1.-. r _ t- - _. :-X~ ~= i.lK +'1._
r . ±
J
I
~
_C - +~
=i
'
t + t' i

1
~~ ~~.~ I
-, 4 -
'7 :
j

L
I-1 ~~ -
1~ ~ r

n'f err:

f t~ .-
+t-- 1
~

t-~
N 1~-
..1 _
-'{
. i -
1 +

}'.F .~j; .,.. I ,~~

1 ; i
TJ
(
~ _
-
-
-
-
- - r
- -
~
A ~ , }
C r
T
` ;
, r -

-
a_,- _~_
- +- +,:I 1. ~ C~ = .T_.~.t._
y L~,_ 1 _r _~ . _ _~*f
- • _,
:I
i
~_ ..J rt r. ~._. _.' ,- '-:
~a-; +' - .J-:- +} -
-r
1 _
_1~ 1,.
~ - r
T
~..
_ +11 F»
+
~.
I -J... ..~~
*-#
F ~jr
, ~
..
-
a
_
y
_
~ ' =I-~

'- J
; ~
- } r r
1'-
i
t'-
-
1 "'r- i -~.` ~1-:-_
- ,-- 1 xT
-IJ - 1Y+. -
. 1_.~._ ~-
~ L
t
om +-._J
~
+ I-
T
I
~; T.t...l~ r
t,. r I.. _ ~
:
Sy .L J~
t+
`~I _
..~ L~
.r'I~ ~
+~+ r-,

I '
r
~
,-
T
1
G -i. _x.1.1' ~~
I
:~-
:
-'i-'~- -t
'~-+~ ! i ~, -,.
l

~ _ tr +~-J.-
~

'1-I _ -~
' 1 J--L
I-f-'
-
J I _ ~I~_ 'Y iY` t~ ;-i.. ~I i-
-+T.

f_"•-' rig: L~ ~ -
,

I-

~ -
~ '
;-I +' 1 ~ 1 I- -
r r - - i 1 r
~
t~
_
u' I ~._ ~ .. +t . ~y :- I ~ L
_ ~ , ~
- ''_
_ t
~
-
- -~-:- ~ T-Fi r {. _ J
'+'!fT_:. ...- '.. t ..
-f-'
- - ,_r_~
:~
~
~
i }~, - _-

- y i.
- - r'-t - -' '- i r-- +-'' _ .~. ; ,
r y L:
h T F
~
~ --
_ _ rr. - J~ ,_,~..
__ f _ i _ _ ~.~
L
+
_ __
~

...__

...j .
., - r , ~~. ~ .-r
-.. ~T. --a
. _ •. ~
•
t-i i l~
+
'
i
I
{

r. L I
t
l
~

-
~

-

+ fyJ ri
__ _
{
-
i
{

~.1t r.
i
_ _ __
- __
_
~
r
~
I

f
, _
y
.
-~
.._ 1T. T{T~ -

A_ $ _ r
i.
• 1. y_

r~f.

ti-•-L

f~ al
± +{~
}.i--•T I- - - -

{I f-~_
_
- -
L~ -
l
-mot _
1-

_
1. ,~ .. -,..
~'-'~ - - r~~ + ~~ 4-_, ~~ ~

_
_
L'LJ f. t .f-i I `~~- L 'f
f t, ~7" y, }.{ + ':~ -~'t J-+ . ~~ ~t } ~_'_ ~~+ {~.. T

y-' t _ - -I t- -

I ~T - ___
,
"
,
~ '-r ~ y
_
--+
t-t - _~ ~L
' ~,~ + ~ ; J. ' , r.l. :.~- _,1 ~ ±
L
+
.
- -- !-~-
;- 'i -- . ~ --+
-
- rr '
~
-, 1
,±' ~ t t `l _ r 1_ J
; $ l
-
.~ 11 h+ - ;_
- ~
=
r - ~+- ~ ~ ,
± ..r 1 H.. a
~
~
_
- i
, - -
I a t- -
r
_ ~~
j
y
;
r ~
~
,'
-
i
- ;~.
,
r -I
-- '-J-:-~ 1 t..
~
_ "I ~ Y _
'+
}.
n
'
'..+ {-"` +-i~ ~'
'j- '
~' +i.~ -' ,~,-r
~
~~
{~I I, -f+i
~ .
,-
i- - - --
~,
_
~..+ # r Y_ t,. __ _i++ J +.-_
ti ~
- -..rte ~-i-._~ 1. _ L.-.
~t .1- __ -r
~ ~-?t ~_f A-}'t-i y-_7 t (
_
r '~ ii ~-
I ~ .J.
L~
r
F
-~ ' '_ rJ i J
t+
t% 1 4~
Ilr
r..--
1 1
~ ,.,
T .-I-y
.r; ~ }.i+ ~"- -H rj iw ~' ~.~- -1-}-1 +-1'- _ i+r
, -
+
l_l- "+-t --'- ~ _-1
~
~.,. .
.
rT ' _.~t r ~
- ^' .
.
.
t
_ l _
-' ~
i _ _ +
__
.Lt ~
y ~; _
`1-..
.1 I 11-C f I T
. ~T _ _ _ _L-I -r
~ r;
I ~
+-
+}~ 1

.t ,
,. !

. t ~~ `` ~ .l.f{ ~
{F
r~~-
~

~ '+-' ~:

.-+ '~ ~-17

{,
y Y

T~;. tJ ~t
rr t_• +- ~

}
-
~f ~ tr i.
I
T _ r
l
- -+ ~ +f~ -:~ I ~'
- +~ + ~ ~ air- . -i I } -~ I ~`_ -.~i._ ! - t+' ~ L:_- 7 =rte
* . r . ,~- 4~- =+ ~ r
~-r
i
{.,~ - T? ~
~
~ I -a
t; ~-;- + I i J _ ..~ 1-:-r-i ~ + ~.t
F :
(y -x' ` ~ -.:L , ~ J.. , L:.,
, -
~ `
-
~ t...,.1.~ I _ _
I I
-
-
~
~- r - -. I ~- ,
;. ~ .- '' L - '. r - - '+-J .
;
~ r-f --i' _
T
, ,.mot ..L- -ri a
~. i r++,_i ~
1 1
. ]
i_
- . i '~-~ -L,TY r'r- ~- ~- f-
- t-
' T -r
` f lL i" ;- _ '.'} - 1 -i-1. .r~.T. k
I '
~=- - x
1
1
'
~~ rj .L ~- .~_
:t- ~ r• rl+~ _ J~1 !-. -}~i.r T _r ~.. t.~~. LL r-~. `-+.i
.`,
-.Z.
r-
1-
-
_
-
.~~. _'
~
~ ~ ~ __ r-~ i
-'
,
~
~'-
~
'

'
.
r .
.
.
_
I
I
~
} ~ j
.
:
. ~
r
'
a
~~ 4. .1-
.~
r
+- - -~ ~ 1
` -- ,. 1 _ t . t' ~' -_ ..T',_ . r
-
-
,
-
E.~ I_
LL ,

-~:-~ T t
+ ~+-^ '~__- .~ f, i. ' J
L
~,J` ~_.L7 i ~ ~' t-~ ITT
i i ' Y' T
,~ r
f ;--~ t + 1 ~
-.
~}
L7. _+y- _ -1-1. _I. ll ~_TL
1
.~''_~1--~.
- ~
1 t T {
J+ -

.J~i_ _
I~r I L ~ _- ~ F+ A I._ ~-
~ _
' L.
~ _
'
l
~
~

.. i
T
1. r
i-
_
- . .I-.. { L
:
~
~ -
r- ~ ~ •-tI f tr I!

rt
t
1
~ L

Tt
~

+
~ 1_~~ Ly~
~ y.l + I.f '- yrt_ 1 ;1,+
•+
1
~ i I _

+
tl t} i
_
+
_
t-`
-•_ .
~
, ,- - '
i ff __, +_ -;r T -.~ +,-r -- +'
I r _ -
~ t -.'-Y' I-'-r 't-!-r i+.+- Y-.-. _._.-, y._:, r_"! _
1~ .t1{ .r,_
f.ft~ .,-- I.
r
- t L r:i
`. "'"f i ,t i t
'-i-- _
} :J. ~-
T
~ '++
1
-
t`~
_
~i - - a_ -
_ t I ~L
~' ` `; T~ ~
~ ~ ~ i
_ - `J..i ~.
Tr - `i i • i f. , r , .~
~~"+L. - -- -1- -
~-r- rj
---I- ,-r-~=
L
' l1
~n
}i~
~-r r T. ~
r~-~~
' t
_ .r• ~-._ .=
, -'-,- .-; i_ __ t _ ,.~. N. _.
- --L
- ; { i_ i
f .
*t
1 J
_ - 3 +
I
_
I -
'. L . L J I.rl _ ~
.f_ -I-'..[
1 - , .r T + It _-.l _ l.• ~
r~ , I 1 y~~. ~~-i+ 1-r {-~ ' r.. ~~~ „J~_
1 :y-'
r
L _
- I-
--r-~ ~
-y~r ~+, 1 `. ~ i --+ ~..r'.t1 i,,. -
4 11-+ t!. -I -~'~ r~ _
I_

-
..
I i
~.
.
~ -~-'~'- 1-1 '-{-i-1~ }' h .-. };.-1

.-
r- «+ ~ T
t
- i- 1
-Li r~,~ l ~t-~..~ 1~ -•-+L .{.T ~
+_ __ Tf~,
- r
ti '-L'~ rt - t j-~~t ~ L. _ 1 r ~ _ 1T ~.
,

~
. ;
~ .-r.~
i ~ ~. }
1 _ _ _ } ~
I I' ~_- 4-L 1
~' .r.

--- y
i
_
~
~ ~-,
T ~ i r~
r ~I
,
~ ~.~
t
~ ~ L+ I
~
- -
.
-
i,
r_
l ~ 1
~ t
1
ii
f'
1
_ {_~ _
. - _ _ 1
_
1J "
l
F T + r-ft +-f-
'F. '.. t-' 7T +-1 J. 1
!'
--I
Li_
+ -+
-
=
1. -.1_. ~
::~
4
I
_ _
_
T _ r
+ L
F
. _ r
y
I-+ ~L~
I
1
~_
Y
~ .
.
__ _f.
1 I: j
:
j i1~ Li
-
1.~ y_
_ I '-f +F -T r yi_ 1 ti1_ L
4~,J
- 1 W F .
1-+ _ l-t (~
- t rr- - -T 1~_ I
~_~.
;
7-'
_ ~y
i t
y 1
_
+
J
r
'
~~ ~_I-_ 1
+
~'. '~ 'I Z _
1_II ~ 1-.+~ _-
+
~_~ -'-k i- I-1.+' tj -
.1
l.j
1 ty.1. ~~,
l 1

_ _4
-
r 11 ~~ t
• _ - `
t y
-
~
r -T ~-j' r`; 1
- 'l..r~;
l
~~

r

T ' ~

~
t - +~ ~ *!~ ~ + -T; Z+{1 ~

.
-: 1. t _
..
.. 1 ~+J. ~. f
1 .t •
_
T'r i
' -t1 i-i~ Y~_ ~Tr ~- - .T __ -I -~ ~ f' _I rl ; t f'.~
-L
. .1 _
r
r t r
- ~ 1+~ T
1 _ ~t +J- _

yL Y"'"t
~--I
T ~
r~ r
-~Y-

~ __

-+
H 1 ~ t~ ~
_ _ _
~
~
~ t
i
'rf-T`'_ - _
1-
-
Y 1
4' ~ -
_ __
' -,
.
_
~
III...
-
~~_ •
-
~y.
.
~ 1- -{. .+:}. ,, i ~r_ 1"~ L
' {}-±-;`.-L-I+Y ~+" - ~A r
~ - t;- .~' _ __
~ 1I. - 'i - l-
- y-~" -
_I.- f.: _rrt
..' }
_a~_. ~ ~ - .:_
, ' _ ~. t+- 1T~.+ _f
.I, J-.
-J-t _ t - 1 i.~t_ ~ -
I
T _
- ^,

l
+
L
-f-
_rJ ~
1 ' '-.-1.~ 1i'_ .Zr ~... ._ ~..+ .: 1-- ,
~ ~ i- , _
.~ ~ - ',... .~L ~-. + ~-~ , T.t_ : ~. , ~ t t.' ._;_
r~t~ - ~ _
-I-r I $~;_ , l~w? `~. ~
~ ~, ~_;~-F I +1~ a_ }{-1 I~_..
TL
it j I
1t
~ •

r .,
'_rt. ~ ll_ ~ Tu_ +~ :..}L ++ f.I--LJ'~ _
r
" +
.
.
' J_._ 1'+-,~ _ ~ .~+ - -r !- lr'. --+i .r

'
-
~- ~
~~
~
~
~
+ T 1 ~ r'-1. - r'~ +t±i.
I~`~ +-J-J-~ ~4 ~ j- I t _ Y ..~- A-.Lf i f ~r
J
1
F
r y-~" 4 1 h~~t
r" I
-_,. _ I
1
~.
.
.L-L -t
T
F. t
'
_
J_
. _
+ - - .
.
y.._
~~ - ~'
-1- - - I i'-- - -r'-
- +'-~_F

y
~,~ T
f1 r--
-r- T
;1' ' ~ ~ r + ~~ -tt
--~-t f:
~ - +~
a ~`F - "+ , ~ +,
4
'

,$
i'+ - r _ I - . 1 J J~ l-1_
-~ ~~ t~
t I ,~-,-~ 1r~
_
L. ' JJ
t~-. ~ L_I
4
:
y F h -h ~ :.L ~ L
J 4
. - }-.-, I. _ t i~ }L...
- ~+-•-
Y 1
_
"i'r* '-1 ~ r-t y 1 , _ I ~ J. J I T. I 1 ., 1.}:.
r
F L =•-1- -'-{ . t _ _
~ ~ +
-

+
.- L:- 1i' ~ - ~ :;
-J-y .. _I- -_. _J~ .._ ~+ .rte ..}1 -
'

.
~ :.~ `~_ Jr' Llly_ +-~ _ _
T_..-Lr :-il _I 1 t~ L t". 1 1_
-i
-+. .
~ f ;-r r- Y ~
~~{
r_.I l L-~.I_., -. ___ J. ~>..-fl _ y l
r
!
t
1
~
~ r F.

~ r
- -'_'~.. + ...Fr
_ - t-r .
1 }. I ,
~
.+11
_
r}-~ ._
~'
-.~ -
-
_ _
t'!-+-Tf - _ l _
~-
F
~ ,
'+
}Y '.'ylL 1+-~~ '=-LJ
,~
~...
t`-•~
1
I
F
~I
. r L J. 1 ~ -
+
~
I
~~- •I-• .+,_.I i.-: - ...- }- 11 ~ +.
~• tt~. t
i
~
1
_ - J ,..{1
i ,
}1~- ~
r
r
~-y F
`
1
+ _ _I.
f f ~ ~ ~*f
~-+ r +
x.. }-~-tj~ _~ t ~. TI•
"- - i.. _t-'-1
+
-+
~ L
` -L
~ i
~
T
- r ~-i ~ rr~-r t -- ~'-{{.~. -I L. 1
-
+ r{
~ 'Y-
+
''
J
~-
.++. ~~-1_ ~
l
~~ L1Y'
T T
y~ _ T
i-
r '
Yl iT _ ~ -,-.r...1
µy~ J
_
..
. r "- 1+ }. J.. 1 ' _+.. ~
` -' I
L~ '

~ _i~..tt.
r
.
•_t.
~ J. _._
,
t .. ~ f r r ~
r _.1Z
rY ~ ~. --"t-1- ~ ~ -+ ~ J..r , h
-~-r - +~- r ;
1 + - -4 _ } { ~ J t 4

~ ~
{ r
~'~.! .`._:_ :-..y f ~ i_ 1 r+ _ '-+-+ •
+
7 r+... _ ++'+'~ _ I Lrl

~ r
+

~~
~
}
1
{
t +
~
~~ H .: «r y _ y +- F~'+ 1~-- " r r
r}- T' -+'-f }
-, i i 1 j
_r ~. L:- .L.~:t yf L-
-i
f
~
Tr
, L - ~
_I-
_
H
.. ,
.
t. .r _ + l_i ~ { - _ _
1
_ t - + r~. Frt:
y
_ 7-t
.
r i. i *
~ ~i-
' ,
,
~ ~
t +

F
}}-~~ ' ~:t -Nt - TT ~.~-."yyy_ _~~~ ,-~-t- ~r~
1 -~~' ~ L ~- •- "Tr
~
~ - +~ i- - -LL{ _ ' _ --~ ~ t t r i_ i r a
~

1L
I ~: -~ ~ ~1
~ y-r 1
~i:
l ~
_
~
t L f '..t ,_~ lrt _ :` ....1 _ +-I ~'-L
L f -
l 1 _
~ t~ J
r
t =~ ~_ 1 +. -i1-'
i
-
~
-.-. -i~
rt'T +
' ~
' -,
t
-
~
r i
.
-}.1
_
' +f- - -1-~T1
L
~ ~
I
_
-
t
_t.
J :..I- i. __.. L
~ 1 _l. ._1
ry
, ,. I -._. 1 ~.
V't-_ t ..r-hi- . - ~.{..~ ~ ..~
~ 1 y •
jj
. J
- L
_ ti{. 1 _ ~- 1
7~ --11 1 J _I i ...f+r ~.~_+ _ , _ .. .r
+
~
+ t {
yy
L .+ ~ ~
'Fi- _ - -..y.
I r. - _. r I"` }1
I '3_ _
.~ k` t
rr
~
~ I
t... Y i :.' - -: '-t
- ~'- _
r,-r• I t ~++. _ F
`
' r ~_ I :L .
..
;. ~ 1_
; t t t ~}
r
i-=- r _ ~ r,.
t
r ~ ~ ,
T

- C ~ 4
= `~ t' y-'
'_ ~t+ } r 1 1 ' ' +~ - t ' ri ~ ~-
_
r C1_+
t~`
~ "~ ~ ~
1
i
t `
t ~ r
I j- + '_~j
' r
t
~
?
-
-
~
~
~
'
~ ~ t ~
t L
s
''
?+'
~
+
~ I
+ _ +
,
-{
+;- t +T.,
~, ?
+
;
- r F i `T i- + '-f-i iT' -C~ 17 r -r ~
- T ~} - - - ~T
_I
iy_ ;+ + +.7. r.t.L .l_Li-I L,+ ii
-r.F.;: ~-1- '~-r Y ' i ~ r i.~Y A,
r Li ._ :1 . ~I:. I- t`T i+} +~ 1 ,_ y
I _ F:-1, i.F i~i:1: t1 f + +. _ ~ `_ ~ ~ 1
4 ~y' 4 -
I-.
' ~ - _ 1~_ r ~ I.jy r 1. ~ ~~i- ' 1 '
' ~ rr L{.l
11
.I _~ ,I` ryt l.. r:{ + L. _ } •.}~; ~~I '- {y.~T .~
L ~--'._".}t'_. , ~ '~ ': - '
.:.-. J.- 1 .
Fi-_ ~ 1 ~_ -r lii ~t 1~: f r.1L Jay I y l~ L .y.t-_i +--I.
-- -I+
L-yt ~-- ~ +
- .1
t
I
' j
J ~.
F-r-_ ~-r-L r..~ i i ~} f- a ~+, .Fy
r+-t l-+
` ~i-Lti
r,
T {
~
_ _ It
__
t r--
_ - -
h _ -
~
_
~
1 ; ~ - ~ _I. - L '+- ~ ,7-j L i {'t-. -. r _. .1_ .~_ ,-} '-L-~' - 1-
-f~Y '^- ".~' -r L L
_
f
~ T 1 YI - 1 E -E h.} i.i -1 F~. 1 -
' ~
'~T
L
L
L f ~._ ~ .1'~ r L'~_ ~'t ice. - lr'-
+
k
_11-L ~ {i I =t~-I ]. - Tl-+. ~ _ _ +- . ~ _ -1.+ f '-t~
~L. T
- ~;- 1r,.
r t
'
F r I _ _ _ l 1. .,{ -- Y - ~} 1-...--TT J. y._ ~ ~~~~~--11
,_.
LT'
~ -
-r:
~~
-
-.
- r
I I
__'
L
1 ,
1 r
S i +t •-i-I - - ---i -=1
~ }--t-~
~ r
f'.':'
T_ ',` r
L +t
~ +t .11+
1
11.
t+-

r _
+ I ~I_ J. 1 _._J•1T-- lli ~ Iy L F~r ~~ r .r_I-
J_
Y

_ _
' ~ j -1 t I .1.
`~. ~-ri I~l.r_' _11- t~«LJ yr-.J _ 1 J
~ J +-. i.
' j -

. :
~
T
i t
~
= -
i ~ -
k1
~
-ry
_:.
'
i-
-
'
+ ~ ~
~
l
r
f -:.
~
'
r -
_-
-
. t _
^
~ ~
_.._~ '#?"~" ~.~
,__ ~~
S '-' ~ t f~ ~ I
I,
t L ~ , I
~l {-
u
LL, t
L + _ f; ~-1 ~L
I ~ ~ I
.
l t r .
r
} t
t' ~~

- F
+-_ L
T t r}.L _ .I-r +' ._.~_ t
L _ 1 Li.. __Y
7- _
r ~T
'.
J
1 r -
t -T+-
_ .J_
ii- r ' --~ I *'- ' ~_~ , ~ I_ '
I-:- _, r .F:_ J- _r _
' ~ -•- ~.~ -r"1+ - 1; + I ~ 11T. L ;art: - + ~ , '~-,

r
1 i_I -'r 1- -r -r,
:- CL J..r~.. .r}J- " L:-
-.
' _
`L ~ _ r r - ~ t,+ _! ~
tom- _ -- , ~ - - r*~.. i'1 t~. LJ ~I rr
L
~~
y , , + ~~ e
i -~.-L
y
~
':_ ,- ~' ' ~_,'1'
+- _; _` I_ ~. Tt a. ( -- L I.. ~ ' ,
.-L }+.. _
.~ ; :1
1-'- L.
1- L I , :y. -_ ~
± J-L _
-
! 1
i +
j
r
- ...- ~ { ~. ~ J ~_- .~ 4.f
., ,.1_r_ ~_. •.1 ~ . ._. .}
' *~ _
11. l.L~
I
I+.a~.. --~+ .-L1 rri~ 1~ ±+-
:
~~
I
~ i L 1 1 i }. ~ .
' ~ 1 t ~
1
_ '+
'1' ~ L f~. .+T-t .+
"~1'
f 1 i . _.r _
Y
..~ _ . !-i_
_'_ 1- _
I
L
*
~ _
~
~
"
4
1 rt
.~ .:- I-, :_A~I' ,~-~ ' ~•- -~-
'~ .:.Z '~ i , ~-.... .t.._ 1.-.. _r. _ J. _ J
- -j-1- F
;.1..4 I
ti- ---. .+- 1'I-
.
.1
..~., ,J. J_ 1._ r t.. L.1.~ r -1-.yy- .ate I _
r ,
.te
~ ~-A _
- 1~-
1 - - -Il
I. ,. L. r.L-1. T-_t.1.a _ ~_~:A ;T r' ~
?
..
_ I.',t.
- ~ L .. .r :
r' . ~ .- - -. .: _ ~I-.. a_ .
+ r
r. -
~ 1 ~ , - i ~ :~
f. ._ r
- -
- =
I 1
t
C + ~ ~ i
t ~+r
r
1

~ h

r- I-, ,
L_.I~. _i' -;_ rC. ,. L _t + ~', 1 . :J
I
i

+Y L L
,---r -i l' '~ rJ_
-j k-:T I nj
r
-

~. ,
- -
- ,_t_~ ~I ~Iy I + t _ r
f t ~
F

_ _
I
-
-r
+ + ~ , I r
.
r' T - 1 L, { _ 1
~1
T ~
1 J
rl t I
r ~i=_
T
, t l ' r I I 1 f +'` i f -r' 1''- r J_,
^ 1
__ - I 1 ~ +r -_ - r l+
I
`~_
, II~ 1. 1 t T
u r~~
~
-_
~
~ 11 L
-! 1 1
I_
-1 •+
L` L 1
~
r.r.:- I ._..
F 1~ Y
~
t
- `
-I
L L_ y. ,.rt-` 1 _ ~-r~'. 1
.1 I ~ ',..J l J+.. 1 .~ ~
~. _ ~~
..r.+
- _
r.r. ! YJ.i ~ a

F
..
_ - ..a
'--
l -1 {
_. -
t' ,
~- V -
'~
i
. ~ .
i_ -J..
. i I_-
}. ~. .* .:. _11.~
• .-. --F -~- _
1 _.
Y i
1
I 1 ~'I ...i.. ~1
- - _
T
_._
.
~ I f r. r_... t.._ ~_r..._ .. ,.. .
~' ...._.i-.. ~I ~t _.-.I '~ V l..Ll I _ IY ~
>
~ - -11 '-~} it-I i? ~F1.+{ _1 ....I,
1, ~1, r:
1
' 1 _1_': 1..L.W
f!t
,., .. .F._,-
. _.,. . _..L I ::-..;. -.. .
~.1}r .. L. ~.I +I e- 11. 1
.
.
f
`
' :.i L.: _ {L.1: A1
1~ __ _'
- i±
~
-~:. _ ~ it t_. ~ + .~i I
I a- -.. _.
- .f F _
t,_
._ '+I
.. __.-r -'1 1
_F: ;. ;. `.I. _
" 1 - _ ~-- r .=i ~f~ -I~~ I li

k t
m
..~ ` l~

.-.. ... ~-~ ...~ .f .._r.j} .:a..L G •.. .~. ...... ~ 1:. .... _,
..,."
}_..~
:. I_..i
r t
t- 1

~ ~
,:.. .- _ {.I- _~ r _ ` .._. 1.1_ 1. __ ~ _ t _ 171 {.;~, _
..
.
- r'
-
'J ~ '~
~.
- _ 7 t-J2 J -
I ~ - 1:= - ~ - r L`
~
:
~~
:C
~
~
I 1- _1 _. Q
:
~
.
µ~
~F +.
' ,
~
r I
I _
- r1 -.
, +j~
~
~ ~..f r
F:.
_~
1rl
_ r --
1
_ ` ,
_
_
' t..._.. _..._i 1 , I _I-.l I ,. .~ ! •_.._ , y.a_
...._ . :. , .. ,. t - r ; J __ . .
~ ~
I ~
I lI

~- r
`_-.:. _1 L .L.
-1 ,. I
,f j - 1
_ ,_, .:_: I '~ _
~J
~
~ ` _ t ..1
I.}: _ `L -.t - - - -F.L l . _ f-i.-~ ~. ~ .}_
l
' ~1
.~
i :. _. .Li...-- ;
. -i
~~
-I-: .J - .L 1.
-. -
r- 1
I ~ ~

-,,
__ .r
1 ~ I _ _ _ _ ~-_• j+
I

i
_
~

"I "~j j~'- ~-, 1-; c:. I .. ,, :. I ~. {-
_ I
~ ft _I.I ~ / i _ 1
. , I r
, ;:
F l t. I tr
1. //~~
1
' 1C R
1: ~.
+ -- ll
_.-
.
.. C
: I j
t
j'.
I
i
I
,
.__.. 1 _.-_. --._. ._.. _

bn°n~owee. rro,j~bdYU _r tly_xpl_Ldgn

: ,
,
.
.. I
-

I

:

+
..
-.
_ I
, .
__.

-
~
•

.

I

~

_
I
_

T ~ ~

I

1 -•

r+

1
,I
I~ I ~

._

7 .
..
, ,

r
_

_I
+

1
_
I -, I , I -
: - - L.
,.
,
~ 1
I j ' r
r J
r
_I ;._ _ I _l
'~ -
{'.
, - I - 4
- ~' -
} I,
_j - - ~ - I'- - -~+

_
1
.~I _
~ I :rl. I

- -+ F ~ 1 - 1

~ 'fit - r ;-1: ~ i J -'

-
.-
j ,.
_I
I _

r t'_ r ~~ _f. f _
_
1 '( T hV_ I 1}.}i _r. - 1
i _+ I _.i:.1 ~I ~` 1 J I I- +I - .! -

r

!
- + T ~ . ~'
'
~ +
' `
..
.
;.
~,'. 1. ,
_'f r -
_ ; ly- I

I f I . ! I
_
;": I T 1

1 i , _ -
_ I-
Yom- - 4
_
* ~ , ~_ 1 7 :T i
l
~ ~-

r- 1
:
I`1' I +` J t - ~ 1 -' ,

I
+ -
r
I
{+ +
- - I~
r il+
_
- -
,.
._.
--
_
-!
r

~

I I
~: { I

~,
_
_
,
~

~ ~
r
_ ~ ,
:
1
;'y r
~
_l- 1 J.: r _ } t. 1_i
.:
1 }, -r+
- J ~ .
I- .
_ { - r 1 }~-+

'
-
-'-r .-~
a .~
. r -+ '

J T
- -'
_ { l . rr ~_ YI t

{-
. r
`mil r_
i
•
Y i r 1 y I
{
r_
I _ _ , ._ ,_ r+ - '.~~ - '~
'
t - -
,
1_. I- ±_ -
-+" z __ -I- ~
~ J.
1':Y - I 1 : ~ 1 r - - -4 }:.- + i-may
_
l
~i
i

., ,. .- 1.:

~T ..
: __ :!:I I - -,_7 •'

1 , -~Lr ._! ...: ~.
r -'J :.~

- I' .~-. i" t
•..rr -I

-:+. I_.. L~.
.
i I_'.1 :..

l {
(. .: +.i l~ ..

.-:..t.l 1.

I
_ _
.-
L! II '.. r`
r
'. ~,--, _+ 1 -+L
{
+^-t-r;1

-
_i ;t :1.
.-~ I
- ~I ~' -

~ _
-
_
-~- "'4 1-e .-.-1 t

t I r
_
~. r I r` 11 I

j~ ~?---
. .. _-.-
~rL .__. ~ _.f. r-..J-1
.. _. _. I
_._.
. -
.T -~}.. -

..r

~
-
+
_
l._

`
~

_
- lY_~.r 1 _ .+. t _ ___ F :lrr'. -
'--r-t
i
^'-t'
~
{{
# ~t _ _^j
r~
=
_ r ~._ {;".~ I I I ~-r
~ r
`
1 ~
,
, ri - -'r .r-"
L.
~ ~
l r+
"T +
_ -~-
f
~ I
7
~ :_J.
r
i Y-
'-i-I' 1 r - ,
'-_ __~ - , _.J.~_ L
•-F. '. _:. _, -;- '_.: ,- ;.:..

- ~
~-~- ~ ,-
- a'*-- ...._, ;-r

,
1i._ --=-- -.
- .' -
r ~_- I-:r.._
-•_...
_

:
-`_I ! _
- r«
~-+
r
.
>- t
r

1
1f-t- +
,. l
t . - ~+- -1 - - -
,.r
- i. .1~~ -1

L r_i `?~ - ~
~
+
~

I
-

` _ `+
1
~~

r l _
i-I ly-
-
-1
F r
-
--
r ~ _

F
_t

r r- , I
r_
I I

~_
, t
_
. , V
I
~J
i +
~~ `-i~; ~ '={: -. , -' r.' ~ :.~•_
r, l
:_.T •- Ir _ r [J , 77 Y1 - , _ - -r+ _r'

trk
r .L~-,`_ -

~- ~._~ { +. ~-L-+'~Ii- -
- - ~ -
: , - --, - -
-
- ;.~ _ r 1 t
I C_ ~-'_.:_ -+ - +-~ ~ II - ri ` J :i: l -- - i i . 4 - r
I t L~ r
a I +
_

r :.
J Y

:
__} ;- I.._I.
_. _

r, r
-
...
_ I Lam- J V

_
- _~ :--~_.~
. T H t

_
i Y-I _ + 7_ . _ - __ ~.r1 I J~'-:
:

1
r .
1 ~. r-!-'V-' '-~ 1 ,
t
-
_ _
_
_ y
11 '-IJ +-`' ~ . _1 T ' ~J_
F , h
.
+ ~ _- - - _
-A+
{
$~ _ _ _ - _ _ _ _
~f

-
I .. I
I_t 7
I i r
-I
-, :.i. r. ~ _.1 '_r~L ~-_-?-+-~•.
_ ~
--I ~. -,...-. ~-r._I. .i L.
. .'__ .~.+. ~-
r-: ... !. -,. _L.~ lI:'.. ....
-1.+.«. _" 1~~. ri..
~
.
'
~ r i
:~ + 11+
-'-I~ --I - - IY '+~t~- 'F ,-I-; IrI1 +.rF _ _ rFI
.T;.J 1_ +-r- a-ri~ ii.i_
1~ r1 r -r ,-+
L I a-r 1
Vii{ ~ J-. ~ ~~-u~
}
_ _ _ 411 _ + -~ 1 _ _ _`1 r _
-
-
' L-
~ ~
I
L
I
i
i .;4
I _ _
_
-
H 1
_
Ij :1 '
-
+-
-
-
11 t
~ +-
T?L
rt
~ ~1 -II -y'
_
~ r: 1jA

' -~F~. 1`~'?.I I
~-i~ ~r
T
~ 1 -1 X11 J- +
_--. _
1 I
$ ~ h - '
i ~-~
j - .T
_
r _ _
_ •-
-~
~. 1
~t
J
I
-:-
,
+-
~T .
..
a .1, r J 1- _r. _I ~l w l..._ -!.+
_
1 I_;. T ., - r r
I ~_` I
_ 1 r . -+ +
1 - ~.1
-{.
-~-{- ~-
r-'
-
_ , _. -- ,
- -I
' ~ ~ ~. .
~_ -
-
~ t i
'-1 - -r
T
~ r{
T-
~
~

_ _, _
.~
'
; ,. I~H: ---.-
_~, _ '
L -. I~ + I- .~~+.'
_.
`T :: I
;
.
; }
:.~ .11' ~ --ti ~
; : r __
I t _
-++
i-1-J-:
1 i
1T
l . ~r
:
i
~ -
1--ri
r:
, rr' -
J
1+1-
- "F• I~ -' f-+~-+-~- l ~ 1
~~ +.1 ij: -~ 1-+'
t.~~~ I-- ri-+ 1~:~
-
I
. + L ~ *
~ ~.
1
~~
1

.+ ~ I ~
- -
F
-- rr
~
L ~I r~ -
+
~'
:
'
~ .
.
:-
- .. _
! _
:. r , .-.
. __
Y ..,
..
I.
,
~
' rr~t _
_ .+
r
I.rr_ _ , +
F-+
I -ri . -
.
rry
- - rr !
. 1
L
1-• ,-.- :
.
` 11- '.T-~ +_{. f
L. !- ~ _j j.
,'`.
-I--r
- ~ -! +, 1- + ~
-I
i-l--- r+
+ 1
-} ~
r
+ FJ

.:. .. -'
- 1_ _T I_. _. rl_
..rte ~.

ti
'-

i~..
- i ~+-
I~+-:- i
.w,.
1..._
'
,. r- -•-~_ ,- . ~_
_ J -TI -
-,._ ~ .- _.
.
L_,
_
.: ~
_ J_..
~ .
j
X
r' .j.^:.-
, r'-
; I L~ ~ lI T+ 1 ~. I
+ :-t
-
~
1
:'i-1' I- ~_ -
- 1 L `

t . `
Y I ~-~ J' - = +,--:
~,
`

= ,
- _ .
~ ,
_
+
'
_

r am. J
1 i`- J

}
C '-'-} r C {~
-1-i
T r
I .
~ • Y `Tr 1

}-~
~ _ ~- i---
F :: C1 ~...- 1
' :.- + -T ---{.
~ "i ~'
_
1,
+ _ I
T
..~: 1
I.: i : __ .I `, ~-.
_f
~ ~:~ ~~
' r _. - +
1-'- a+F ~- _ .I
1 -
~ '~- ' J-
-i-1,.
~- L
"
1 r
~ 14 i~
-r
+}~-Ir~~-i ~ -.
I-~_ LI { ~r'}.F ',. ~+- ~ -1 1-I- ~r-
-1-'- ~'f~.:;
- J-1 1
'~ }-
- _ 1
+ T 1-4
i r T~ Y ~ ,
_ _I, 1_'_ fL
L
' r. +- .I.~..j.
Y , i tL~
+J I }-` I J +' ~-r!" +- r
~
-
-h
1 +
J

E-' _
1~
4: +
jl_-•r
1 +
{ ~ ~ ~ 1
,
1.

!
I

+ ,

1
.. _
- ' ~- 1 ~-r I
~ 1:J- ~ _J_, ~ ,,
I- :

l 1+ ~ F
J: ,.~-L~
y
T-
_ _

~ I. _L

'~
-

L _ - 1

r44`
.~
I
`

_ -r ~ Ll_t -}I- - i } *}

rl- _
~Y I~ i - ++, ~ r. ,T
1J
^

J ~ ~ J
-

-ri
{
~

~
_ i-
- - -1 1
T r 4
_ ~ r-I.-
1
I C ~".
J
+
r--+- t
u_ '--r-
-- _~

.
~ -[
1- _ _
r : it ',--i- r{.1
' f ,
- -
{ _
1
1 _ r _rr
_
} -
J
:
-
7
~
~
r
-~
+
1- , ~ _ ~ ~ _,
+I ~~. ~ T.. - Tom. -y ,..
_ .., , -
~~I ;
r>-
r1--ri--
r -+:~t -i. V.j
: -I
~ , < r r
1. _ Z
~
r.. ~ _` _-T-.'
I
}
- - 1
r t-•- +
L
~
.~~ j:. L J.7 - ~~_ *` 1
y
: _ i-Y,
j
.:
i ~
~i
-
- -- - + '
I
r rl t
r t- r ~,
~ -
-
~ -
i 'w
-1
+
~r
ri -{t
- ' -+~. ~ 1 ~ 1 i : .~"J" +T
-
a-
-+ -
T{
1
~

_ ,_ 1. }
r
., ,_ - -IT
I!-"r I
;
`r -+
- ! ; :
_
I
I r
Y
't'`=~~ ' r
-
~ 'T ,. ,.
..
.
,_
. y
r -
~~ I--, _l _
-
i.I~ I T~1; i-. _ ~,-_ ~~
i
.fJ
li-
-
LL rJ~ I +~
i-a.l
Y
~: r I
--
V , '/
-
:

1

F

r
-1
~
'

F-
+

.
~

r
' _

1
4
.~i
t
~
+
-. ~-
i. ,-
1, +~ ~:
~....{ :
~ -1-. :: -1-
y~ Y I J
_ +
.,. -
L
-..1 I.. ±_. _ - /
-1~ al l-L+ r ~
iY
_.-~ {
~ ~I
~
- _ J
l
_
{~, Fl r
~
r~F
-1-'
~I r-i _.
I
-- ' I r 1 -
t
' -,-J-L. ~,*-
' ~ 1{I
r ~ i ~ '
:: i ~ r _ -I -r L .~~.+L
t
+
+ ~
I 1 _ r-~ ~
~
~~ I- $}
~
1
1
-r {
:
i, 11
-
V +1r T
~ "1"
I .
i_• - _ `r
r1
. .y
.t {
- _ __ .~ F..._' -i' "~. }-
1-J 1i
1 •L'-f-I- _
,-.-`~ L _
1 ~
{..
I .
i
' /. f. Lam. _-I
.J
i-

-
..
l
_
1J r

s a 1 ... .-
.-
+ r + 11 '
i .~ _

"
-
- :

,;
- r
' _ ;+ ' -r - ~, : -,

~-
I
T ', w

V
-' ~''7 r r+ -` - -- `-r' - -r

1
i T
~

: , I
? i-.
t
T ._ i --
-I : 1 - j-+-1 -1 "+.i -
- i
~
f
4-I 7
y ~~..
_
{r-- 4;_
_
r
y
-' l~ l

_
-

;. i ~i

L
~ :

1 _

_

_
f-F'{

r f-1-r ^~ - - .. ~

,1
r

+
~ '

.r..
- ~ _ - - I'"I-r

,. } J.
~
. ._~ __
t
r
', ' __ r-'
,.. -1-1-~. Jar- ....
-
~ I` I-~~-.

.
_
1 .-J-I. 1

~ J
'fT ~ ft- F-E- I
,J. - C a '~i r -

t
'tr --+ I

+
J-1
-
{

T
_
J -1~. _ - '
- i..,.
LJ
~
t r
~

-~-- r-

'

-
-[t
:,. J
. r_.r -1 ,_.~ J

T J~ :T ~:r ~ tr
t

1
:
. ~' i i I
,: tr _
r. I

4
.~~ y+
' - ; rh

_ T +.:1- j ~- ~-

,~ . ~

- +~

~~ ~

1 ~:_.r L ~.~ _ _~ ~ i 11_ +.

~
1
+'
?-
~
- -

1
~
f' F-~

.
+i
-
- - - u t
{
r
rr
~ ~'
~=~
~
~a ~1. r~
'
i

-
I
_
..
I . ~~

..
:
t 7..- :
, L
rr -~-t -i:
r
r
-
+r~ =11 ~ Y 7
~.
r ,
~' _ L
-
r-
1-
I ~
F
-i_ -
;
~-` - Y
:
1

-'
±~
•
I i ".rf ~+,
{1 1; 1:L r
'- -
-~-F H.
T~* -4i-F
~4 ;
+~ !'-:J fT rl' '
- i -+-t
i{-. - -
i .I._-:; I ~ -1 't-
:
r
~
~ Yr-
-
1 r._ .

~: "r "-t

_ ~ 4 ~L~. _~
~ ..
t-i-11
~ F-
I '-1 TT'I .
y
1. _
;+ ;

rJ ~I j

: { 11 J

I [ +7y~ ,
.
-i-1 _
-r' 4 -1-~
r r"r
a.
~-

_ _
TT

G
1-L~_ -
l
.I.{ _
t
-rr- t-I ~}
I t + - _
r
G I r '
1i "I
1
i
r t
-
-
: -
I
fi
~
~
t 4 ~_
+
_
~

't_.. ilr- -.-'
J-
{-L: I_~
..:
r
~ 1 .. ::.I_ .__ ,

~_,.: rr '.~ I

I _+..~-T i

i,

Li..
r'

1 -.Y_i t I~ ' r
1~~i_ 1 1... _.r
~: r ~ 1 u
7,
~

'~..I ~.-
Yt'
h
-a-~`..
1' L 1 :I:it ..I
L

+
J
7
-
~
r:-
'J r -

,
1. ,L
' ~.
F
_.~
i
t-. ..::.
_
I .
i. TT'
i
-
} T Y.
1
I
_.~_ _ _
~
_
r,.._
i.., .._1_~~ i-,r- '
.-.
I
_-
~
_ _
1
-1
{
~
~
_
hi
:r t
~
L
_ . r..-
- -
_ ..., _I~
1 .
_
-- ,.Jt
.l r~
Y
- -"'t 1

~.
-
' 1..1. 1. .i--iti-
;;-,t fem. YL
i-I'~+
i
$
~}
- i~l` -}. I.~.- -i1,-
~
__ i'_~ii (I_
I'
-~
r t
-
~
,

.. -,.- -..

f
.. _i.- jt,.
..I.,. - :

T..:
_.L I ,
L._.
1 rL 1~,. _: ~- +. ..
a-1. V_{
1_, { ''
-

~ t .....~ ~
-~
{-
+ ',

~ i- ~
~~I

~i.{ ~ .~: :~
.:
w {

-4 }
~

J~i+ -- -}~d_ } + ~-1 j ~ -
Y L}}_.,
l _L_J
~' i
rr
r1-+-
t i.+-Ti--+
~.~ L
~ ~
r
1
+:+ - rr. I-fi;-, I A
~ T. _
1 . -
;
r` _ fi'-I_._ +- r I
r ,
d .-
r
- -
_
- _
~
- , ~
-,
{
l i

_'~: ` -
-=t
L ,` ,#i }_~~ I ^ ,
-f-lTl_
~~~- F-r- ~ _
y +r . I

r
' I. + ri ~ r,=
~a- -

-`
i~~-'_ ~,_r,- 1 -i;+ ~ +' ~i .+
+
~
1

~
$;: _

rt
,~ +,-- r
'
~
I _ - - -
T
~
~
+

-
, Y
_ ~r
~: t$

J ; ~, _
r-
;
-

~- - ~.-.
,-l1. ~ 1. _.~ I
, _ , ~_~ ; L

-
~.-. ia_ I _.'-_.1 {
.,~ TL

' ,
•
~
L
-'y-+l

.
~--r
~+- ,. ,
ri 'i~
,-

$~ 1 I '_- _
'-+'~_f
:

~~ .
~ _ -
I
+
'J1. 1-r -t.l _
I -I- t -l-l
T'- +. ~ - -rr t + - i'- 1
r ~T:1
~+
Ft
- ~~~ i 1 '1
-
-
.y
±++ y-- . r

,. ={~
1 1
-j+ f
{ L 1_:.
-
I~- ~
~
+
i'
}~ F
~
L
i

,-
;. _
~;
.
J- Yu _ ,:
_
Y
,
+
1
~ r
-
I ~
_
.
L
, {_.;
-
F
Y
,- ~

'.

~~ -I -~..t....; ~,~{.

I +.
- F±-- -t- 1 -{ i_~. T

- ,:_~' ~I w - i-j~

- +-~

i
I I_'-t
{-- I.I-I_ rl-r-r

+~.i. -i-i

,
+
'~
rF - - ~r ~'-1 'i
'.:J. h~ ~L 7' i.{.~
.L :!- _I.
--r
~ - 1-i +
lu

~
+
~
Y r.
rr` .~I -I. 1 ~i - - _ :. f: -
-
1+
i
~ + T~
~'~
L
+'
4
~
~`~
. _
( _: r ~. ~. i _L} a.._ -y y y.y
Y t 1 '
I
r r -
- - - .
.T
1 .
..
. i 1~y
_
.
.
. _
1 I Y+ - t~ / 1 1 __
r +-
-: y r l
r I r

:
-
-•- 2
~ + -rTr
~ 1 1
u
~ ~
~ ! + -
- i - r
'~
^ ' r -~ '-~
~ _

-
-
T
!
l

i
+-
r t .
~
_
~
~
_
i __Ft- r
!-i t
J-I..i _Lt ~~- -L
; L
1 ..L.r$ -!..
I
~ ~~ ~ _ i ~
- - '~'~-+-i
r '; r T' ^.:r -
L"i-'
~

:
+~- YU
,
~:+~ r
1 -- I ~ ~ ~-
;mil I . -
1 +i
_,
~!- '~ -
~
I-{ L r,. - ~.
i+ a-J_~-.
~ . N'_ _,_,.
- z Irt
- }
}:- L-.
~. _LL~
1 -
1.1 a-.
+
+- ~ I .'"~ _~L r ~' ~.-~ -.7 L~ _-
I 1 t
~ J
LJ
:
- -J
+ r i-r

t
~ ,
_L
~~ . ~ J `•-h '- - rJ- _~:' -±~
l ~ I1~1 I
+._I ~_
~ ~
- Y. -r ,-. +
- - _
~.
+
~
r--} ~
+
- 1Y Wit. _'7TY- ~ +{ ` - . -_
- _
y
.
_'_!7 1 - ~-r'r +.:. '+-, I~ _
- _ ~+.
. _ -r
-
!
- - '
'+
f~ 1-! tI _F.- ~. r"t-.1 + ~ _ - -

~{
r, ty+_I_

'
~ ('
H .-
~
.: ~ - ~
x
'r
- 4.~
r
ri I
-ft* rr"
I r J. +~ - 1-
-
'.. i-1 I.
.I +
i- r -
I

~~ ~Y
..
-I. J. :. i. { _ a I~ r,'}.
-
.
r
. ~ i -
- : r ~ ,-i
~
~ ~ ; t i-i _ r
, V
_
~
f
t
t ~. - .
r +*
+
1
.-I- + r
'
r-
~
1 1-;_ ~-'- ~, J}r
r + _+ ~ _i ` 4 +}
+ " ,h -4-r-+ r ~
'_ +- ~- ~
- t . - -i- Y _
7 ~ -i - ~

_ t
' .,_j t1
- - F i'-~-
~t -'Ti--
_~ _I~
-1
t t r - -.t y -~»+ :- 1--~ t - ~t ...L} _
1_I -,--F 1

I;
-
.-
H , . -.
{ . -,-.
.:-+ - ;.. r
rr-r F
I ` 1r1 ~
:y. + '+
~ '- -- ;-- - r ~ ; li-
I~
-rt i ,., _ i. _
r
. V_ 1 . r+
L-. -:11
~ -
T.
+ ., ,+~
T
T +-.1' J 1~- _ L' ^rr -~. ..~-,-' i--rT -
i--- •-I-I
~ - - I+
+~' {' y T Y -, + t i r
I
7
+
~
rt

-

. -
- _ + J rJ
1 F'- +T '
~ i
~ .
-
;
J
_~
1 ~ '-1- r - _I"'+
-1-
' _ -L Tr.
~1:
+_- r a
11_.jY-
f -~_ {T~_ +
'~. t
_
~~r _
-
1
1 ~~

, J-
_... . ter
ti_1
- ~ ~{ ~
I-
{
I Tf - + +:.j -
r r tI'~, 't
r r ~ l _
--1" _ }
J.
_; ! _If L~~ -•t_~ « I. +J-j _
- LI--: ' _ .r
_ I- _y. i.
- ~ tr'- {~-L I_ F1 Fir
_
_ _'-1
ri

r :
y
1 +

t
,~. ..
i
+ _ ..
i it
I _ 7 -- ,~
r
, E 'J 1~. 11 I+ x ~.
i. I
.N { ; ~ 1 -,~
~
,
-r?- i
1 i _
' rT-
r -'_ I
I L rT
;~,.
_ !y
~

_
_ 1 r,. Y -mil _ 11. -
t i7f t } -r ~1 {. +
I-L
-
_i- .
.
,-
::~
~a.
^' 1a
: ~, t .' ! .- -
-F~ I ~_..{. i-:. j.;- J- ~{I
1
~
1 ~
+
- * ~ ; _
; . -: ~+
FI-r-'
-i l
} i i. - L
~ ~
I 1- _
7
f
r
r
~
~
r I.

~ -
I-I~
=1
~ t. ~ i.r-
.
-r'-+
~ +- ~
-•
"
-
~
t
1
-
Y. !..+
~ '- I-`r'r
. .r - '-i 1....
~}.~.
~y
}~+ 11 , ., .. .^~ - }-
~ h 1- 1 -r~ 'r
! , ~ , ~ll
r
1 '. - _. _ , .'...F-J 1
-`J jt ,..L.r J
LLI I .. J.. .,. r. _I
--I- 'r - - . _ I
.~-Y T r
-1-:-i' i s
-+ -y- 11 +.1
-I
-I -+ 1 1-i .i T ~_
_1' r }. 1.__~
' +.. -r-
1J- `- - -
++ r
~-*-i~ I_~ -, ! 1
~t - _ _ ~~. T-^
_
f r++- ~t 4. ~*" ! _ _I_
t'
I ~
y +
'
i t
a
{
4 Y
~ `1 ,
}Y
~
~ I L
~-; , .I..f .{
+
A J ++trv_
r-t ATT. F ~ iF
~ ~'~"
-. ~'.I J . ~
'. I
~ r ~
~. ~ --
--
l
~
.~_ I-
+++.
F+
~1-
-1~ ~ ~
r
-
L
t ~~. ~+~ u ! _ i T } r + T J I~r r, + 17tj ~r
-r, ~I_ ii-i'- Y - 1~ { - _~'~- f ~ T ~ 'x r~ -a F (t r ij ~ - _ 1. ~i+~- -
- L + _ i.. ".fi }=
- ~'-~ _" ,.j:
~ r - ~.. ~
~
~
-' 1 f
~-~ 11 _
I _
~:
~
`
L ~ ~ +
' t
-i-~
t
~
- '1.' ' 'r ++~ r -~-..
.}~ ~ -t1~'--
~ i ~
t +
- 1
i .. i..
~
~~~_ ~-
+1 f~
~7'-
~
}- 1 {.
}
'
-
-- t
+ ~. ,_ y -i-`
i-~ -
_
.
~ _
.1 r
-i.. .~
+ t _
y
_
.
r J
~ ~
~
~ / _
T
r,
~--
. r ..-~.
~ I rt: it -r `- t
~'
{ -I
It ,~- :. LL ._ .._ F-1-
~ >- -,
~ _
- - y~
:~ -. - a __ '-F i~~E~~ L:~+ -F Y +i :-'- _ 'LTr -j _t
j
,
r
L 4~
~
1 r
+ i i . 7' -
`
r
~ ~, 1 .1 ,-
.+
.. i.
J : _ 1
! C L
r
- i
- r-+~ - -
,
.
_,- ~ ,
L
" ~ t ~
1
' _. .
.
..
~
.-
+.
- -r
i-}
-F - :
r
~- _
~-
t~
_
- - -
1 : _~ YT I -

+ 11 (_

*;~:.
` r-
k' h+ -~ ' -~ --I I
_ -_S '~-. _
.y ~ -i- ;-rY
rti-. _ I+_ ~.I

I
} ~+
_Tr
L
_ F_- I

a-.-`_ 'ii-I t ply}. -Y-;7 - ~t .L ~ iT. _ .J~

~+-r Z~ 1 -1
t+ F+-
~ _ ~

iy~jrT- J 1 ~ _ _ ~'

}~. ~Y -, + - ~:Li-
- ~ ~~~. _a_r 7- _ -f
I-r
~
~ _
1 , .
-1-a
- I_,-i Ti
y -i+-. J I-1
_ _ +l L;-YL. ~..1.
T t- 1' ~ t~
+~ ++"-. r-~
{ r~J ~ _ -} + 1. I ~_
r
{-I J- ~ tJ_ .L:.f .j-{
`
-
.1
. _ ~_t- 4~. -I 1 ~ ~
_ + L :
{ r
J
_ _r- 1
.. I : - ~ ~ ~ It I
t'` ,{-I. tt -_+ ,.-r ~
-_, ~~
- +1-. 1-j- + _

~
++-t• 1. '1 F-yi y +~i '~t -
~J. r -T~.i ,-`
r r _~+--+rl 1~.. r..L.
1 -
J - -
_._ I :J_. .._.,.- ~..,..,,_. _. :. ~._ I.1 ,_~_ y
r
r ,
a t'~
4.-'= -1
: r
1

~

-
- ~ -
F:

L- ~
-

«~-, I 1 rl~
+ { ,_ i )-'-F =---r

I- ~
:
~ , ~. ~ I 1.~1
-r
_
I~-
,.J _iLL
-

I 1 rrJ
_
_ t
: I - ~I

T1 -iT
+T
--•- +~
_ _
_ti. _ _
_{' -1-1 .- 4 ~r r- ~ 1-r I ~i 1 T
r- '-=2 1 i 1- +*~ .17~.$-r-- 1
- _

"t_ .
~
n
~

I _L J r r ~ ~ - +
, r- r#1: _ I 1 ~~ -
r ~:i~.
I
r
r -
~ . .
- J J _
~ _
~ ~
+
~
1 :.L~~ .
i-
• 7
r t+~ T
r l~ri
rr-~r `_'
'
.
- t
- JT
~
t - y L.
r1- ~ _
r :
_ _
i+ ~ _ .~.
L
LL r ~ 1~ _ _ }' - ~
+
T
i- _I- { 1
1+ -t _I +
L -
_I J. ~I
,. 4.J +._~.
7 L.;- .~:..
- ~ - rl~
, -V r

` _
'
~
'
'
I ' , -*'y.,f -

~
j '
.-
. ;I.., . y
. i
1:{
J ,.; {
J_-
L : t
T r 1 ~t;1 ,
~. ~, ..
-r-: ' y-t
r
L ~
- 1 ! r. -iF+,... ;-} - ~
+r
+ _ _ i'i-*- _ '
t I. j F ;-i ,1~
-!.
1 - - i"I t .-
~~ -ter- 1~
L
~
~
. i_. ~. -
: . -.
,..r
+. .r
:
:
- -
. _
.,.- Wit: 1 :
- .
A-I ~. I +
- ~t
~
.
- !.~
._a ~
i_
I
_ 'I
I .,. ~
t
r
F
~
l
I i

I~
: _
{
-+ •
_
t
O
1:
.~ -r•
-
:.J ~. _~f,
~ , . :
-1
,
.:.(J- ._ , .r.. .. ,,
':[:; ..LJ_..:_ r. ;- _ ,.,
_~ V' ~_~_~~ -i-T.i_ : ,-,-
-..-r~r~
I-:-. ,.r.t +i_ r
I-
-1-; -f-~+ 7
...-_
L;. '_: L
•l _
~ -": '1
'1
.
I1,' Ll
- ~ 1 i_
~.',
+t- -
_ -ih .
.:~ '
:
.
_ t
L ;.
-- .L :- - - ri i- ~I - ~ ~
E 'I'
_
~ y r ' I
~_
1L1: I_ I
-!
- :J-;; -1
r 1
J~
f • I~
~
' + ;i _- -+!F -;. _
+1t +. - l~ .~
1
+-~
'Y r h. ` ~ I F F-~ J _ ,.} -
`
i.. ...__ .L. ti~_ ... ~
{
I J _l.,- J-
~___
~ .
~- I- i
- - .
L ' '-a-L - : - J '-

-
~ +. r 1.
~ -
'
1
t
:
+,
.-/ 1 +.~_
Y _
.
-
-
- ~i. _ +, I

'
-
~
J 1-A f
r'
t: - i - ..r.a
~.' .
~.
-_.r _i i-i. LI-: r .. +~ L.+.- 1. .
.. f_. _ ..
~...
~ ~ _..- 1 L _I-y- .t._ --.~ ~t I-'
I J+~ ~
.
{
~ +=^ + r~r•-'- 1 F
~-;~
rT
I
{
L«
'-'
~
T
1
~
,
i ._
+
+ Y
~
^

~
_
-
~
.
1 r
l

'- i-..
~, .- _}
r.l .. ~- :.
L_. -}
. ~
:.: , 11Y_ 1- +
rr
J ~ .,-.- ' -,' J_ I
~
1
„
J L _; +} ~._ +
.
. _ _. -~
1
i +-_y..~
~. -~:
r
~-
~ !__ 1 _.-
- --
- 1 L-: ~
#:
~
r
-I- 1 `'1_

:~~
~ I 1 fi
t `~: _
I li4i. i -
-
L
1 ~' f I ~+
-t i
~ _ ,
I
- ;+~ - -
= t - r-
+:-+y. J-'
+ -+-r I
1.
r
.
' 1 F
V
r t rte
I +
, j:
i.
- +
'~
I-
-.
--
Y l
-
. .
.
-I ._, .+_.. .
.- r . ,. :
_ r ~
,-
•-- -I ~
"
- -- _7
- r
.
-
, r
^
r
,
I
y
-
Y
- -
T
-r
-- :~C -
T ~ 11.
L;~ ~- .. I~ -L

I
i
• ~
~` `+:~. ~
-, _
1 H _ -

1 I .-_ - r--. u
':.l rL' i;~:~+ _ ~ ,_r .1 I -

-
$ ~

~
_j i-
+ _ ( }

u
- t
yet -'-'i
1
r _ + , L : r
I _
T I -+ - L
, ,- .1 ~ _
1
~ ~ _
I 1 a-r _ + ~ _ _
r 1 r I

y
..

t
-
-~

~
~' ~ ~ i~ _r

~ + {.
•. _ __
.. -.-,_ '-.y.~

- { r
l .~-

~
_
I- - { _
Ay ~: +^I _
F+ - t
- - r ~4- +='. ++
I
~
+
y
rt

~
r. _ _

~ ~, r.
- _ I-J. ~LLL ~ I
~
~ r
~ ' .~ + ~ .'- 1- 1
I
i
r 1 ,
-
+ r-
~i. 1 ~''
}
y
+V
? _Lr ._: ~ -_
I r
i la
i
1
'1 1
. ~:r ' r +
~ e . Tr y[
- y:_ t

1
~ .
~
+
I
'
J
i
~~ I`
r
I t 1
a .: u
r.' _ ~
+
I _
'~!
}
r., -
... . ,
_,. _
+ _
1_
r `
r_ P - L
,_j.. I
y
', , _
_ 4._i_ +.~.-
I
rl+ _
i +
,
_
~
1
: ---
_. ; -

~ ~'
T
i
, ,

~
o
f
1 _- L I
` 1 r r
-.. rt 11_~._
. .. -I .. ,' r-_ 1 I' L~_ i .
~ T _ f r
I .,mil 1, i
_ i l_-'
7 -
I T
I
,'-- ~ ~L
I.. ;. 1 _. ::_ _I r _ + i
_
~ J ' I 1

1
.: (Y
~ f i J
1
I 1 ~
. I
-.
- Y r._ t , _ I-• I 1,.
, __ - .
-
-
. ,. r.
: ,

:
:.
,

'

._

;

F

L

_+ 1
, __ + - ,.. .
_.
- ,i' t._.,_' 1 ~
_
_-.L __
1
~ - ~! - ~ - -
1 * L - f . 11=, u I I

1
__
1_
i I' ,..

.I - _._

... -_.
.,-
.. _

_. . ~
-

1
.-
, , ,

-
1.

I
_
'7
__

~
- -

0
f _ .' I

3:06:03 PM r
R:\Roadwey\Pro~\h3917_rdy_><pl _Ldgn
bn en.oaeee
_. '. ,. ~ ,
j: /

_
-..~ _
I I
.
-

+
r

__

'
J
.
J ..

I I _ L
,
t,-,

T
~

T

.

f

I

_
L ,.
C
-t
t 1

`
}l
-
{

J 1
-'-t ~ ~ .. .. '- - - r
_ - - -
~
J
:
- - - {
I ' i -
~ -
I ~
F
_
i
I
J - -
I

F
~- - ., t -., ,-

t t
-
I

I
- ~. 1 -- -
t I t

,
_I ..{
,.
~ ...I
.. .. -

.

+

.

y
_ -

r
-~ .-..y.~. ,_
__ , ,..

. .. i

:
I
..
.
+
:
_,. I -.-..
.. ~- ~:' ".,. ~
1._i.. t... _~. _~ I.,f '1
-_ r~ -`-F1 i
__ L
T h- - {-' _- r - .-t
t (
~_,- . T ; _. ..__ r _.rj_F . _.. ~L F .;_ L., ,. r ~ :.i.. +I :-y..,_, F ' t ~_I t i ~ ~ 1. L ~ r L 1. I
_ ft ~ `.I ~- _
_
~.
.
_

•
_
~I' I - - 1 - ~
:
J
..! I
t ~ - * ~+ t1 (
f
'F „
~ 'T~- 1-Y Fi- -r ,r'-- -4'-t +.- }.. _i .:.
i -_ i 1-
-
f'
~ ,
1.. ~+ _
.
A -.-'I
-
- -!.A : ~
t -I} I l 1 I.,.I I -y- f-1 _
1 f
~ {-. - ir. I-j-' ,
_-, ~ V I -,- I I-.I:} 't -t. r1'.
.~
~ ~
.
_i + ._:+ r.- * :.r ~. ~' -~-
. ... ' ~ r ' _ ; " ± ~_ . .- _f

~
- - ~_ - -i
f
r l
~
~ ,
~.~ rte---I ~ I4 - - +-'r - r+ -
_:.. t ,., ~Y ; r ~ '~ I , I
f'r _ - Lt- -'-+ L
t ~ -~
T r

_
-

tt
--.. i. ~{ ,+ Ir~': I ,. _..;. ..: I
-..L. 1 ~
I _
+

;. `.
..
i-~~ -
-;

1
~

~

, ~
~. _
r t
- - Ali -
z
f
'T"i
~.' I '~
1
~

.
r
t
r-.
, }
~'
I -: .{ Iti
L
4 ~~!--~Fr ,-.-1 is :._ `
lT - r
y _.
; t
'
T
,
:_
t

r
_...._~_ .«.-. _.: r -_._.~ ''r+.- .r _ .' .:.. -.;j

,.- -
._ _ r_ -
~. ~
+ .
r r J_ -~, i P- 1'~_J. i1 -~
i 1 ~ w

•. I
f I r 1 ~
_ _-_.-I
L r-T.i. 1. _ I.. ,~
~L 7 r" `~! I .r{ ~. ~ 1

1L
' T
rT .. T
!
r 1
ri F .J.
1
. ,
.
+
~
w
~
:.
:._. ~
,- -
_.`~_ -t..,~L , _ ~_~ r=.. .._I .._. r
- rt'-"I
1
~
, ''
_F.;-J. L ..
_f...._ .
--
_th _ I _ _ ,.i
L:
'-~- ~
L

-r
r
Y.i _ff F,_.. 1
,I' _ t _ i'r'r 1-t.. I1
- 4 S I
t
t
{ ~~

L
_
~
-r
1
)1J
. ~~ J
-. ,r. .._,T, J. r , _~. -_.~__ ~ -+ :._.. .
.
_.,_~~ -i-- .
_
-- ..i. , I-{.r_ * . i - -
I- ~1 _
1
L
.
: It I - : 11t { i,l .
-
+« f ~ _ ~-t--t ~' ~ ~ ~ r. ~
.._
- . _

y7 x
'
"}' ~ 1_',
'
i
'

,
~ --_ -

.
'J

~
t jai + .ter ~~-+; _ -
~
.
~ r T
- --
~+

`

_ I

,
1 + ~ ~ uT.
..L
_ -~ `~` ' ~ '- ~a_ _ ~~ rte. _~ ~ -' ~
1 -
~ -
.
~-~ y ~, - ---~ -
--

- r+

,
- _ .
r
f
:,
f
. i
I r- _
- ~ T
y
_
i •-
IJ
1
? t
1 1
-
~ `
:__r_. ...~ J.. _~. r h. L.11:- :{.. r.. -t-. .' I
.,-rt,_ t
_ .
r +- ...
{ ~..._'_ t,,.
-F~- ~-
- .; _ ~:r-~ _ 'T A y-~_
j
yi~
-`
~ ~,~ ' I

i
-ri- ! ~-1 {-4 -1 ,
- .. r
~! y .y.. V-j i
- l {..
Fr - J
r
i
~
-
~
r
,
_.~. :_;-
~_. ,
, }~ ~ T 1_,__ - +-.. -4-- ..._ J_ r-
1 .-: -
h-`T A..
- 1;
-
-
_ '.~ --
-r4
i' -
t +
1
'

' {t
_
1
'I ,-i -r+ "} " -
t
L II r I 1 i--~
~ 1
- - l ..1.
±~
-~
+-
.
.
~ y
_
f' _
t -
,
L
_ I _.~
- ~ t -_.,I -1 --
' '.
.
i. t
1 ~ - /I

f -~
' ,-
I,- - 1-
;t~
I-i t~
-
_ r~
1.
-
~ -~ I -
~ ~ -L -~
}F
T~ t~-t+ -~_T r~ ~
~ 1~;r~~:1 J._I f '
L
,
I1 -I-- r
~ ~ T - ~
_ ~ - _ _ -.
_
:
. t-{ F
~ L '-'_ .
t r t 1 ~~.
r
.,
t -
~
~ _
I
1
.. I! t 1 ,T_I. .~ --1
. f. '-L = Fy -tJLy _ .-r: C -"-
J
~.., `i
~__ .- ...
:=F..{+
, ,- _ _
F
1 {
~
._

,

_
'
-
'

,
_ _ _ _ _
+-ti+
~ ~
I , 4 :
_. 1
r
.
I
I ~ :
- - •'1 I-
-i T , - r i t}- -
..._Lj. ti '- . +,
r
l
r`i
+
?
7
`
~
`
~t _
1
i_ I
y
L_ ; : r
_
[~-
,-
i__ .
_l
f-
F ~
r
_I L
- ~
I
r_ {
1- I t +~ i
-
~
_
i _
-
I
L
'_ -- --1 :
;~- - _
,_1.~ 1
r
r- -i -
++-r:-
i-r -L.-L - T F~ '
I
~
~ .-F
. ~ -
i-f
___ , -_I ~-~ ..1-i- r...-,-. ' '. f _I ~ '-.
, t
+
~ I
{ 1-:
-
- 1- - I • ,- `t '. r.. -
- . r
~_
~ _ 1J _
I F
'.1'-'
- ~- ai' +` J + 1-:- + _ I Ti'
~i-~
."I. - ~-I. *.« {+
. {
l
r
~~ V
~
±
~
~ I
- -I
fi

- . _ ..
-
~
~1
-.~, ~I _
t~.l~ Y '
_
.rl '
-.- _1-~. 1 I. ;
L
~
J_ y
y
~.
_ tit.. 1 _
.
!. ~ .L..
t.. F.~
~- ;:.L -_
.ly.. _L '- _:.L LI f.i.~ _
r? _

I 1
-. u
__ - - r, - + ~ t:-j- - tL_•_
.1: ..~
1.~ ._
Tt L- ~:

..

, }
tt 1' i - +~i-Li:. '~-! ~'_ -rt -
-r 1 I~ .,,+-4 +-:_ _.T +f..-- --. 1 -..T. ~_ ~Y r.:= +..

-~
__I'-I - -
i r_}- 4
i
I

~~ i
'
''
~
J.
- -

+,.
?

.
~
v -
L
r - -
~ r
-
r

._}_
i
-
1
-
..
,-
_
-}--
rl
•-
--r ' '-T .-,~- .`~ -: --~1. ;_ L-- ', ;-+ i -
, i
'
~ ~_. 1:_

k 1
1
I
{ 1 L r ~ I I {
I

7:
u

r
4
tyrL ~ -r1 ~ 1
L r-. L. ! `, -- i - - r-rr _ -
1. ~
-
-
'
~ r
I
.~ .._.~
1-"` '.

tt
-
-
_ + .1.1 _ ;-,~ _
+-~
H 1 -
_.

~
.
}
r' 1 -
T ,
-_+
~ I
.... L
- - - - ~
~
7 Lr - -

~" i
- J-'f_ . f.
r ~ ~
_ _
: ~' "!- +T 1 _. - }-_ L. '.. 7 -"r
.. Y r
-r- _,_J_
t
-
}

L+ y-.
, J

r . ~ ~~~! t1I _ ~1-
~
~
, '~ { -

i-, 4
~ f
-:-T ~t
± .. 1. J _.t. l 'lrl L +~' '' ~: 1 «, _ -+ J-; L
F 4 4 _ i [ _ '1-r*
i- E +t' ?
~
't, +~
«
~l ,

_ '_I
~
. 1 f '
.
-;.._.
J-i ,: ,_ L '.
;
'_
r*
~ -,
.
_ . ~_
.
r
t`-t
- +-r
17-
~ JJ----
~ ~
r~-' I r-~' r
T
: t :~ ~
,
r- _
, i
?
1 ~ C - - -r
1
~
=J y L
_ - _
{
E r.: t , , ~;. _' •_{ _ j.
_, _-' ' ~ _
_ -,; .,+:~-~_. .-. 1,_~ LEI: I_.._,--:_.._. J~_.- 1--L-:. 1_.
r.._ _'_.. _
i, -'-~-
;- I
T=t f r1,
} I ,-
-
4t , i.
-+-
- t
I _
, - ~-r- '-=` - +a L. r _
a
''
~
, ~ + .+
.. ~
:-' _r ., LT.,. ~- ft .., , - t~._- ~,
1 I ,..-. .._
-
-
_-
~
' ~ 1
~~ ,
' 1_ --11
~:- 1-I- i
-}L. } 1-4...
'
l
~ r~l--r~~y L i} 1 - _
_ I 1.11 -.I-l~
_T-r ~~ ~ ~'~ .4~1 ~a t ~ l~
-{ t._ - +i1f `T ~T 1.1
l t
-1 T'
+
J
~ _
f;l 1 f
V
+
r
rr 1
1
-
,
i
-~ -F, -
:
J
~ ~
i
.
~ T T
V-~
-r
l
+
?
~
t _Il _.
I~
i
+
y
~
1 ~- f lr 1~+; I 1 J ~'.-_{- { t? ~ }-_, .T': :f_. r~
, t. I r
~ ' ' .a }

- .-.1 ly_ -
~ 1.
~-. 1-JT ;_A. _
+ ..H-rl I 1-.r---- ~-''
_ l..
~ t I. ~+ - ~'
r
-
- l
r r' I-'- + L7 ._!~ ~1
~f 1.
1}
L
~
r
~ .
L~
_ _~
_
t_
I L -L -,
.J-~
_
-.~ i
+ i-r '
: I
1y-
.
-
T1
1 r
~- h
i
~ Y '~- .~: 1 T
,
~ ~t--. _f.
Ir
y .'
,
-
-. ,~' ._._` - +-~r ~ I -?' i _.._ i
. -« x1.
I- ] } I
.
~_ Z +y t+. T_ -
.J_ '_.. ~. r I - T i-_ l ,• Vii- ~$rt r F t +t_r I
-
-
r f~-
,-
_
, ..
r _

.
,yy
_ _
_, -i 1+ r FT~r -v J I~.-4 _ ...~ r

_ __
_
~
1 r
-
1_. t ~ -
L,. .t tl .a. f

~ -11 -
+
7..
1.
~ ~
~

T
:i +}.-t•' - + ~.i_. ~} ~

-,-t _
1 ~ r
1.1-
~
~L -~.~
1-~
J
'
1 ~
L~
f

1
- :
t nr ,
.y ., .
-
}t - - Fl - L.
I T - 1
r
- 1
,- _ ~
L
-
7 I :
y
'
r
_
_ _
r
.
r
1 _
f
,
~
-: -* -
. I__ t -. *
.. .. _ ~. ~. .I _. _ -
_ -_ .. -
' u ~ -

-_ _
}_.1.T. -t: '-ti Y4,.+ I I

,

l

r
~T -~-~ + ~~. f 1-'T
i
+ T4 y -r
_
r
~
: f. 1.-t
f+ -I
+ r.
;..f_: , i._ ~-. ., -;_ } Li
r 1
.IJ_,_ F{~{ _l :. .a
L+ 1' -
F L
.-i 11 1
-1-j r
1~ t
-..~
~~-F1 iiL FrT. + i~. .~-I_ 1 f + -I 1-+ _.I-i L
~
l
'1 1_~
i
~,. ~ 1 :Li /~; t t , '. ~ ~-~ -~_~
~ _
_ ~; ~~-' ..
.
. , .~ - i~~. ~~~1'-k`- ~ t~-1 'r
F'
l
+
~~
__F~.
l +~ _r__ ^yll'h T ~~~ ~_ .i -Y "'_~ ~ ~'rt. L~ - +
+ 1
,.- ~ ~' l~r" I r
1 i{.
~
~ N
f i~ rr
f-F-
'.
~ ..
r . ~
. I +1. - : ~ ~
. .
. _J-rT _
- - -
.
- - .1r.~ _
--
-t - -r-
. I
_
I
L
L
L~ ..-. _ L_
- L _
~
_
Lr

' ~

-
_
~ r
~ ' ~
~

- «Lr -L..
I y -* - J FJ
~
l L
i- 1
y
i
~~
~ ~ 1_

_

Z
~
, I
.-
~
L
L T
'. 1- -
i
J
1-y- __ - -
-r
r T'I y
ti
~ ~.
-
- ~.
- '
J,
~
:-~
`
«*
~ ~ ~~ V I
~
~-
...
~:
~ ~ ~-t ',- ~ r r- j ~.r~ ~ _ ~,
:_ _ i ~.~1- }., !•-'
1 -4i _~
~t L
+~ ~~-! Tr ~+~~~ _
.: ~- ."t' t _
I. } r i,+- ~~ ~
-
~-t L
I- _ _~r I--.~ =l t'
]. L4 l +~rt_' TC + - -
~'
_ ji
._,-
-
, r

, _

_yy-
} ~Y.._ T • _.1- I 1 + -:.~ , . .. ~ ~. ~ _ _ J_,. .5. y1'I -
T
1
~ ~-
{ ~
,

j
~ti--L'

- I
l
-'-
L - .'.1. i~._ L t
_

! _
~,-.
r-;
~T. ., ~. -1 I
..{..r I1 ~. I. l.-.-i t-I } - Y.l. ~ I .1.~ Tl - 1 1~ ~ _
'
- C
I -
"
t

.I I
I

.+ ATr r ,
- -F-
~
- _
'--I
L
I t
hi
.~_,_. -
r {' "'rT _
J -
i _
Fr._ -~_~
T t 1 .
i
_i- 1i Li- _ j1
'+ ! +rrt {-~"T "i f - I - t:.J.~ I~ I !~I ,-i7 ~ ~1 F k !-L I '
1 - j { y
i'~} -~"..1- _~.
-
~~- ~r {-~~ [" _t ,.t i, -I ~ _
r1_ ~ i - Y?~' _r ' , y.,.
i _ ~ t ~a' t is ~ +- ~ 1 t -'i"1. r-. Ll- t - I_,. +#-.
r __
' ~'_ ",'
'_"'
' - ~
r r*- ~ f 'f-` r Y i-l. F F ~ F 't'1 T i -. ~ .fit ff_ - .±~ ,j-~ -I ~ _~ ~ -r-'-k
L
_.
T ~ ~ i ~-1 -IL
1 :L _
' ~ ~

' - _ ~T + t"

~
, 1 ~ { ! I T 'fit -eT -y

1
~ '
,- ,- •_•- ~ -'t- t ,~~- : I i.: _ -~ +i ~ .
t~^ - 1« r }~. r { 1
~.
''-r
' T
~
r~ }
-L T t?-
r_,.' - F- 4 i ..HI t ~ ii ~I, ~ 1 ~
- t ly
rt _ ~ 1- ~ ~ +
~
y 1
~t
r L
~ {, y ~ ~~
~i-'I
~r
, ~-'- ;'~ F~:: _'~_. i+ ,_
1 ~ 1_l., 1 ~ 11-7- T- _~-r -1
.. I- ..._
.
..
__. r~.l ):i
~ ~
. 1
r-
I f .f "~ +' ~ t
-
~ .~ -r~
I
~
~
.1
r,
f 1 1 ~ ~~ ~ ~ -+- T
.. T
*t
~ '~I t
~r
~
X
;1'-. tl a
: `_
T

1
__
rt
a_~. t ~ /
-~_
_

.
-
7..1-{' T
r. _.~

..~
_ r.
.
F
,
_ - •-tY fr -t. i ~_ _
- ~ rl ~. ~
1
~} _

~
t
r ~. _
~+ , i- i+.. 4 `- ,~ F. ' y~i. : +} 1:-_ _ • r_ i. , '
-:~- ~ , + r --~ - - + 4.-i -: ~{.. .1._ F-F :T - -• { . ,
_,. ~
L
r ~I- .i i.. i'-11.$1. ..i.. ,.1:. 1
-1 .-. 4 -
r _:± -
-i. ' S~ r L~
t~ +r-~ r ~ .1..! . I J-~t. * {_ Li
1
1'
-- X l a - { _ - I T -r' 1 ~r - I , {.
~.r-
~
~i

,
4
'
~ .
:
~ I
*t _r i ~
_ r
Lj
r - 't - +
r
-"L i-i
'
~
+i-A _
t
r
~
-
- ~
-
- -i .- f. ~-
I
t

T 1
r
-
r
,
-I

,
_
.
I
r

_
_.
.-.~~ 71 1 I.FJ- +:.J !: t I:.V f`i._:.. 1 I
.. _ , L__.
.r
:
-I ,
f
-
i-
•_
_.~.
-?-a-_ ~_,. ,
J
~
: _t I I r I •., _)
-{.
f +i}
'
i
~ 1_
L
- -f I.
t-j
_ I 1 r
-:-1 I -
- _
...{ l
; }.
-f-i-+~ 1 -. .I -t. ~~-
!
I r+." •.~ .~
~ _
f ,- -~,1 ~ r 1!' - -ftl -T k.
~.
`
-
~~
-~
-
.
.1
~r«
"
'r
t
1
:
F--
-. -.
t
a
1
-r- +
..
:
_
1 41 -~ ~
-i- ..
,
~ '
-~f I
~,Y
? t-

..
{ 4
r
~ Li ~ -i
,_
- ' ~. ~+ -H t~+ t,_r i-
` i-I J+1
- -
. i !
,
. .._ -
~.
t.
l.i. i_1
..
r
r .~.:t { . r- ~y- -,J1 ~
r
i .
- i-r
,~
1- - I
-~.
~ r ;1 - I~ ..~.
~
~ 4
` '-I ~ - - -
~ i
- - _ 1 I.. ._
~
.

t-~:
-t
i r I
r
1
-
,
i ~
r
~
~ ~
~
r r
+ J f.T -.
i
~.
^,
~.
_
{_ ~.
_ +
- -F ±
.
. ..
~ ~ ,
,-
+ ~-- + L7 I ' ~ ' - TL r
~ 1

rT _ ~" - -T ,~-
`~ -j
-~-L
1 ~ _ _1 1

{
-~:

1
, ~-r

I -
-
{- __ - - - -1 is
-
! t -r .-1 ~-f -1-

_~t _ 'r-r
4j -1_i .

_ ;~T , _ ~ L_ r•; 1+-+
~f
`-
- - r-. -.

-

t
••.
,
_ ~ ~~
'
_ .. ~ ~~
1- G~ - 1 J I r~:_ r
-
i ti ~
t tt -
.
- r
' ~ ~ 1 7
_
'
1
1'.~
t
-
- I
~ ~;-+ 1.
~ 1--- rt
I 1 ' `
~
y _
- _ t
L (
~, ~ }t_- i t:t. ' _ V~.r` ~Tt - ~_
- '~-1 i
~ ! `
I !
~ ~µ t i I ~~_r ' ty • _L T
~
- -F - +4'. ~+t ?~~--.~ F +
- ,-j rF -.-.i. '-.'. ~-.'
' ~ 1 ~ l - t.
'Yr ~
~~ I' ~ 1 _ _ r
l-i-: rr r - - ~'_~ ~
-•-
Al _
1,
Y
_ ' f.r-'
~_ T~'-. -T
•- T
F •-
r_r ;`i ~ +
~
l ~ ~ ;
ri- t
1
l

~ r +-
' i t- I-

; `'
r + -i-.~.i _
+
~ t;-+t _

!_f ~i
r
_ t
,
i 1
I.
+~-: ;..
, I~
-l'

r
- --1 t
«T +

~ t
, .
i'' .T_ Tr -
i
Z :
~
TrF -
1
T L
`fi
.-{-i __
,.t->`" -1+-
-t Y ~ ~
L ~ L ~ -f
~ 1 t-•- -_ _ ~1 _,. r }+ 1. ,.
~ y.~i+ 1-
~,~
} _ __
J
'
-
H ~-/- 1
1
1~ J L 1 I ~__ ~ _I" -.1
~ _ t-
~ ~ .-L.
y i
4 - ~Ji- 'F -~+ 1. L!-I'
+ Y

-t
'.-}_'I_
r
• 1. LJ

y
rr$'r
t+r7
' ~
i-~ - iTl ~.-iT lr 1~1_ 1
..
L- -~~
~ : I r i r - 1 { ~-; }} _:_1 - F I .. '. .-.-: L

~T - ~-+t
~~
4 f
l
- }-

LI..1 -
r f ~' -.. I. - -

~- : f

T+ -
rT
~-
~'~'i• -`

t 4. `_r _
L]
1
L~Lj -
- ~
~
1
i~
:-4. .i-i-.._ ~i- - ~ - f-F'~
L
t `
~ + T*T ~-{ . -.-}~

J
'
i
_-:
~_ .
r+ rr ~ T
T Y 1 ~.
~
T
r.~ f-i I .
r.
f
r;..i ~
L
i
'
~Tr ~
~
~
! ~
t
,
_I tl
L_:_
~
~ . .
~
~ '
~ ,
,
7
t
F
~ ~ - - ~,, +.H ~: ~ ~
~}-t `.I~~~ { _
'
r
i
'
~ J
f ~ ~ ri ~
-
- r
I T
, ; t , + f , ~
f T~
}
r T ~- ~ .
i_ ' i-. + -i
F -{
~I -~'` ~r - ~- _'
.t
~ ,
± + L
~t_
* _ - ~{ _~1=r ~i+ ,_k;= -1
~ +-
!
+-
t
~ ~ a F ~ L~:
#
f
-
~ _ .~
r ~L F { _ ~ _
_ c
rt
~ - ~
1=4; r
' -
-~
7 ',-
' '
~ ~
.
~-~ T-. 1-'-•- .~1 -I i 4 + ~ Fili ~
_t 1 _
.
r - 1
' -~ ~
r
' 1~~ ~~r_ -_ ~ ,I - 1 J fit.
+
~~
t

t+
- ;-
- 1- __ T t rfk:- '+
+- j
+ r.-
r-- -^t ~ ? 1 {1 ~~
r
L
~ C ~_-Fa , ~.. r L :~1
..
.-_ { ~
1
I - - ~
-
- - -
C:~
=
7
,
_
_
-
-1
--?- - h- 4 .
' {
~-{-L{- -
ri ',

.~ ~.a
I.
_ Ti
~~
;-+a ,
r-
1 L~-
' 1
~-
:
1
" -
F+~ t I t r-
I--' 11- y~
..
.{
f
~ -r-Tr
-r ~}"r
T t -~:- ~
1

1' 1
~}

i -Iri
+~ - !Y

I t
Y~- -
~

1~

i ~ J
r {-
~' ,+~
-tom.
-f- {T ~_ T
- ~
jL
. - - i_ - - h}i ~ +} } 4
1
l
1
L
} r ..
.7 F
I
;..rl- r
- ~ :
-4-r
~ -i .

~
tJ 1
:~ F
$- ~'
Z~
-1 ~~' I
,
1
l
.
LTi F .1 ~ }r 1
tr r-- >- tT r+-!. t»-r.}
_I r ~ - tj
1 : .
;.
- }
*
4
+

~ r
1 ~I ~--. ~ ? L..1 -1-, ~ii
I
- !-{ - ""S__..L -"%'
1
I
l~r `r.
~ ~+
_
.-~ _Y-~ '-F r
~i'FA L
-r' -t
r .
I-,
i h+.l
rT ~ {. ~
-F'
~..~.} ~ `'~
L 1
'1,~- •- -~ "1 1`-I I > 1
~
1' t f-{-
•
~
~
+ '
ice
- h
- __ .-
-1 -
- _
J-
t +r /- } ~
t *
~ -
-jT i
'
t •
rim _
_
~~
1~ -
.}1 i. t -i it T 'h ~ _ I L'i I .`i t ~
~-' t ~ - rr'_~ ,-+ 7. ~ _ ~ r
_lL .1. ~. ..r a-.-r.:-
11.1 1 __L 1
~ {
~f
Y ~~ {
r_I_ `~I
~..t.
t - _ X1
4
+ r ..li-{- t
`~._
f
~ ~T
1
~ L r l--l.T
i_' t
1 1
`
~
{
•
L
t
~
1.«.-
-
T
~h I .+ ,-,- IJ_r 1 1 :-1 - F~i -: _.
-r. « -I-1 .:..- J 1y~ -,-
t - ~ L[J_ -_ ~ , ~_ 'f'~_ -, ~ .r-r- k
r
J. ,
J
,-.i
1 , a H
{

i r
- _ ~~'•1 - _~F-r
J

'-r
~_ +

t
1
` *

1. Y I 1 {1.
1 Y I

r r

+
+'-'T .~..:1.
~~
!
-F 1~
l .L
+t
_ _ _•-••++
- L
_+-j
J- _ _ . t ti ~
L
1
t
~ j r-
.rf',
_
,
.-
_I-. .._.
~11. _l. y -rr_.. L ~~:~ J.~a~ r r.~ ,. _.. .. t. _ t _
.J I_t- _ ,
-1- 1-« 1i1+ { r
j
.L} I+
}.
{
-! -1:*
I
, + L _ t -'-' 41-r .r: I-._ ~ :_
_- J .

~
r

~

+

•
r` ~' ` '~'

~ '
. 4
- -r t ' ,- ~-, - i r
'
. ~ _i
_ _~
-+ ~- i } r L - _-j-+ I - 1 -r-
t
--•- _ -. y ~
-~-'
-: . I- ~ - T ~
B `'~ -~ ~
i
_ _ r
L 1 ~ i
~
+
L ~
' .
r _ _ r
, T
L
- ' _t
t

`~~
-
~
- - i
r - ~ ~
~~
~_
i . 1 _r. + I-
.. .. }~ -t _:-
i
1
: :r
' ,
:
. .f1~ 1 1. a ~r 1 r• L 1'
-' i- +~ 1 LL L~ h _
. - _
.
-
_ _. .
.
l.f -.. ...
1. i_.
1 ~: ,
~ I
Y
~ .t . J
F- "
:
~
~
t
~ 1
"i-- L
L _l ~L '

.., r t ~ i { _
~-~: ~ !r h ~ ~ ' 1 - I I -fit-' Z
_
.+~ ~
i~ I 1 -1 -
-I
! ~
~ 1f-•
tr.
«l~
_I
_y _
'TT-t
~ 7
_

+{ -1'-.F°
~ T
_
L.
4 L~~ T..
-~- - •-~ -~ ~-
+~ --~ 1

_
_ _t-...
_--L ~, ~, _ -.
, ?
F -
T
L
1
~
~ '
~r
~ A- --1LT~ ~ -i f i-' r^'
-r
-F_ ,.r -r. _{.
~ ~-i ~
, L I ~-» I L _}.....
.. rim. -_f
'-1.1 . ~ _L
_
i _ I t T
+ r-!_I - ti..I
.141 i~ 1
, i~. f ~ 1.. ~ Vii.
~ i
~~-.
•
~ I I I,. 1.~-~-'
- -'
-,~. T
r

~i-~- _
+ ~- ~ _.~ 1.1,
~ -'
L` - ~_. ..,IrT. yam.'"'- i. !- t I+
~
l+ I

.
7 _
"- .r .1.-;. r, *

~
't -:1
- -
_ '
__ ' µ++
~
~ r

rte'

f
~~ hy~a
r
1 !--i
_ _

t
1 ,
t I
T
t ~~
~ _

..i.
11 _ J+ ~F'
~F~
~ +
~
-

t i-1µ ~?-- -I , {1 ~
~
I r{ .r

:
_
'i
T
_
, r .. - ..
air ,-r - {- 11 I
_ _ TTY
_ _
1 . «
_ ,.
.
t
. .
~. .-a ..}
1'
!!! _ T.I_. +- 11 _ t y.-.
].r I
- -
-
_
_ __
. r*-- - .G IS I _, ,- , ( ,_. I ,. ~ 1- ...- . _.. _ T--;.+ I
T1-' }-h I•-: 7-r•-..+t l

L_~~ r I
' t ' ,

+ i~
~+~j- - 7
,
-__~ 't -I :'~

.~_ ., I Yf

I
~.~. t
fl
y~

I -t r r}_I-~

1

I1
- I~, I-I
T
-- i

._i: - { :. ~.,

~
-"!- ~L:
1
-
•
~ _

-;_~, t ri, y.. _ r - L I I
A.. l ;i 1

`Y
1
J
F

C
}
I i~ -~ - - V } -:

t ~

~ .~.
r r «
-
`~ -
-
I_.
L
J
-;_+

`
` 4
-
-
~ ~
L
. ~ -. +-, ,.+ .
.... __ _,_.. ,. r_i. ___t.. ...._ i
,
'... " 1f -~ I t "~- }
-,-r:. T..-'T.r
r_; L' --....
-_ ~_. ~; -.-1- :_
. ~: I-

, .-1.
L
'
F -~ -: .t_.
J
t
~
r
+
-iT
. .-
-
~-
fL t
-
-
'
{
~~
r. ~ ~E
.l ' L. T
i-~.
:i_
. ~' I
r
+ -~ rL 1.
-1 {-
L. -+
:
',
~
~ tom
~t

-
..
.
,
. _ _..,_
..-. _ . -,
_
.
., -F ,
-
..

...
-_~ f- - ~ _
-1 r
y

~ -
.
y.
-f
~
.
r
-1f
J..- 1 - y t- 1. i- - ~
- - i f- -. ~
ri.l.'. r .. :.~ - . ..I- I.`
I ' , __ _. T' A-.
L -
{.: .,_
} ~ 1 AFa
..la .n
I__ t
J-1- -
T r, +.
~ I
I-V ` } 1_`_ I
r I L
1'~
' I _ L..i 1
I h ~.-.
r t t i ,_
i t }' i
:-L
_ _._
..~ -
i
t T j

~

f
*
I~ ..
.. _J
} -, .~~r .-.L l I.'..- .«.r r y--r -
i~ - 1$

i
L t ~. t i.Y

•
+ l
..
_ " ~ 1

.
l ~' i 1-~
-~ -~
_ F

J--
f~ i.~ J
r
-.
-

_ A
1_ y.._J.-

.

I
~

!

+
1 F r

I
- y

1
_ _ ~
- .
~
' - - - - - - --
i -I---
~
.. t
:~. _ -
i- ~ L-4. ~
i ..~.. } F -.. i. __.t'.r
i-:...7 1 r
_:.
~ _
}~ 1J-..
-rl -i..
4
f~ {
-
~
_ }_~. _ ~ i-: ~_ ~
~
~
~ _ _~
_i
-, } ,_ ,--I , - r.....: l_,.a _ .{
-i - r i ~' ~ '. .. '- ;.

- ~ 1 . 1
f-
< :I, -
f
I ~-
-
r-1
l
~
~ .
.- I r t f
~ t r -- ~. _
~ I-I
k
~ . Gd
~,.. r --i 9 I _;-, , . ; .. j.- :. _.. ._, _ ___ ,. :., {' rr F,. 7,

r
.. -
1

f.

C ' - t

`
` -- - -J _L..;

~ It
~'

~
~
I .
~ , r, -~ --
..__t
r_ .. t
...L ! 1--
1.i .i
~~ I- I.
I
~_ t
- l { l'-{.
~~ -i - J_' ~ .fir L I =1
! - }t
(
I
,.., EE
I
i _

~ l
- rt
~ , -
f
t
L_:
, l ~.. 1 ~1 --
1 __ I 1 ! I ..T (
,
v I A` r - '_._ .. .. a .:. _ I t

,._ ...

k
-
~._ - ~
f
~

1
1
' -

-
-
t
i I .I
l -
_
._ ~ _: '1.
J - -
r
J

; ~ ; ,
4~
._ I -
1
r_

:

. '
I

:
. ~
.~ r

I ' - - h-.~_ -
__

_ _;
- I

Ir

_
.
.
.~
_
„
.
,
, r ~}

I

~
-- --f - -

-

1
- -
- - -~
- -- - -
- -
....
,
I~ '
;,
; _.
,- ; , r

; l

..
._,

Ro\Roedway\Pro,i\63917_rdy_xpl_L.dgn
brLen.peaso
:..
__ ._
i -r
~
-
~I

_
:...

r
_
1
t - - -

1

r
'-

f
r
~
Y-
~
_ T r r , ' ~ ' -
L
!T I
I
-.
1 1
1 _
~ r _
. -. - _
,
r, __.
. ~~_
~ , .~
L.~
__
r
.
. _
!
fy
-- r
}.,_ J
{ i + - 1 I 1 __ ~ L
~ t
~'
1
_

I
:-

, _

..

. _ _
_
_ L
.r
t '
_
~- _ _
~
•-
,i 1

-
'.-_r i ... 1 ~ _
, ,.. I - ..: Ir~

T _ ~ ,
.Y _ 4_ _ I - YL - all ~~ I ~1.~ r I
,: - I 1
_ _ - it - _ _
~
~+-
~
F

- .... '
-
{
I.
~
I
1

r L

_, J ::
:

;. I I , rl

I

~._ -

C

+-

.-

- '+

'
T
-;' ~, I::._ ? a is _ :, * ~ +' t ' - 7
, r - -+--

-'=
-
~
' + +
am
'
"rte `
,'{y_
~ .

7 ~. ,. .. ~ .. h
L f- .i ~ L
1, 7 - •-+ 7 J-~ i - +'L 1 f -+ - la
+
l

~ 'T _
i-
1
- 1 J - -_.} 1
._
L
'.
- :
~
i_.
J I
r .._ :y
- -
a.. _; .1
~ t .. L
}I
1 ts :
_
>_' T
,
__J }_._
r
.
~
T
--r+-4 r 1 _ { '-i'
~ -
+ ~^
Y
__. F
r
-

i ,I t t

L +}
Jt-- T~ _i ~~f
+~ L
•
-: ~ }.
•,_ I
Vii
`' Y-r-
~ -
_ r I
r..._
. I ._~ - +-r :-' t-1 ..- .
>
~
.
,
I
1
' - -'
y
~
t
'. r
a .:..
T -
rr
TL..
~.;.~ --
I } +f': '
~
~ - -
r -+r -
.~- '_`
'
r !
..._.,_ ~1 --, 1 .-
t ~
r
' ~
~ 1 L:.
'
~
{.
I. i. ~
-F
{
r
_
_
'T;~'~
_
t
:
1'
-
~-~
~~ --

I
;.,.~ t~
_ , .
_
~ .,T.
... ~ _.~..;
..
1 1
i . -
,.
_,
_ _
.. -..:.
,-.
~ I
7.
•_-
1 .T . I-
I ,
r
-I-l i
~(
_. r ..,.
. rT :_ r T:.{:. .1 .:_..,_ -',-_' .. '-~- -
,.
_ ,
L;
. L +
~
~
'
'
' I
~ ~
rr
~
1
r
~~ _
-
- ~ ~. ~ ~ -.+ +
.
1.
1
«-~-~ ' f - __J
.~ 1 ~1 _
_
~ ~ ~'
'{
'
: ,
J
___
~-r-- -r-
x F
I

'

,-1._,
.-_.,. _ _, .
+ i -~ ~--- _ r _.
r i-•r j~

_
~ +1__
~
yF.

~

1
by
' L~
+ L.L It' .i-f ~. .~-{-, ~ _i.. l
II
'
-
1 _

I -
.. .}_.
~..
_.4.._. . r,.
~ r . .._~ _...

~.- 1 i. ~.. _.
i :
... F. _~-, -

r

T-

1.'.f _
.L_
r.._ i. ... f_I _r F .. ...~.. , J. . ..a._.. i.. y.r'
- '+i -I
-1L~. ~.J + .I F 1 J. .~E
~._~ +}
r
,
1
~
L
y,
~ _ _ t
.. ~~
.. ~

- ~
TJ _
; : ._

' t G. _... _r _...i: ~ -I a
_
1
-
L
~
~ ~ ._,_- Y r+-r I ~-'r ='-} : -i r 1., .
_
.
.
I _ .+
r .-} :. .
- •-+ -. 1 _ , I r
..
.l.
-
+
'
~
r
I ~
~
I 'y.
I-
, ~ } -+
y
L
,,.
; I ,_
~ !
T rL
~ - -- r-
~
-
- ,r -,"- *---.
i , ~r
~
- .. 1 T
tf
;;~ hI
,_
.+
~P
-
- Y- - .a'
-'t
.1
~1
i+
LI
-
-
'
;
.
1
' $ ~
~ ~
{
~
.
-~
-
.r.
. ,_.
, ~ ~ . _
.~.
.
i
.
,
-
-:-
_ Il;_
- - -,~T
L:~
i_Tr r-~ ~+ tl
-+
~-~
~
--
r . 1
L
:
,
J- t
r-- ~. ~ '. :_i J r i_,_;_l I .- r ' 'N' -{..`.
r
+ ii
: ~ }. t_t
_I ~' - - ~ ~ ~ 'r t'r~ -' _ _ t jam.. _ }._~ t '`+ - :~..:

T
-'
~ F a
„"-+-
' . _
1.,,_ _ _ 'i,
~
r
r

_
_
I
_ __J...
1
1
~r` +
_.. + - ~
~t r ~ ..
L
~.., I _..- . } ., . ~ .
_rt .. ~..y.~ .
r
- - -j :-.
, -+.,-,
.~-
`+'J .~~

r
:}
~ I i r F L+ ~. ~-1 f .r }
.
1
_
r
.
r~
-L
j
(,
I li
~
~

7
'~
-V
,
1
{- .,_I-._.
F
+ ~~ j _
-_ -
y
_
I
.
.
F,.
.
.
-
r
+
''~- - 'T'r- -'T1
. ~L ~ J
H L+
+~- ii I
l i
_ _
-__
I
r
:.
~
I
-
+
. _

_.+ ~-}_
I
-.... ~.
,_ T
~ -., I-~r -I
.I.:_. "it"
1 ;-. ,
'Y .Y-r'
- . T-
`
y'
-..,
, -
'"

:.~~ - _- _ - L
__ :-L.l. 1.1.1 ,-1
11 _~- .+. j.'::_ +.F. .~?rf _ ~F. 1.

r
f-t'~-`T.L __
a--
I
1
~
-
i
i
+'
•-
Y
I
- ~_ ::i1
T + - _ Y - 1 `h-- _i _

;
_
~
l
- t ~
.
;++;
.
_
~
,..
_ _
r
r-- aI -
-
~ +
'4 t
I
,
' 1
-
y+ -. , - ,
i-r- t
r - a
T
1 -
r-r : ~ ~rf; _ '. ~-~T ~+ ..., ,i
+ .. ~. i..,-`
,-'- r ~ ; ~_
+1 L I-: ~ -•.r
t . . t-` _
...
... ~ J ;-~ - _ i~ 1
f
1-,~.. _ ,~_ ~'a. '-I-~-I - ..i t
y
. I-
r" -~+T +
1: _
+
~~ r
]~ r* r
-
; i. t I _.~
~~
, , }
r
.
_ T L.
.+ ._ .
-
I-}I ..i _ T' i _ _..i ._..~T - ._r - ~,~-- ~.-
« -{ 1. t ~1-
{ ~
+ 1 *
r
i _ 1 ~~
.
Ir.- ~J_ r
~ r
~
r-r
--~ .1-._1 _ -
-
- r
: -
,
~ Y _
t H.. +
- - -
F

.

I
' +
t
r
-
... .{
~ .I.
..~'
I
i I -
- ~
~1~ r' L....a_4 l
_' TY.t.
~ F +
~
~ ~
. _+

„'. + I
-i I.t ~ , .
_
r
"~. Imo,.
~ L _ ..:. .r.
~ r~ ,
L '
. ;. , ..._...- ~. _. '.. L _ ~

1 l~TM
~__.L. ;~... ~

~_~. ~~ r..~.
1 _

- .
1~~ . L _
y _
t
_
~ ~ ~ 1.. *-_ T _~.~ T ~ `I... l L Ff
{jT~'
I.t •J-
1
- y_J. 1~-a
j1. _ ~ 1 1-F-
- ~ 1-r +l

a+~. 'L--1-
~ ll _

+
_ I
_
. ~ ._ + .._. .. :. '._..F
.
.. ~
j = _
i
.* 1.'I
` -
. I_ . _ +.
..Ly ' i
~

'-I t r
_ ,
.._
- 1.
,_
-;_.~ 1 L' . -r t ~ t-~ 1_`~-' .f
I_
-I--
•_+ :.. --t- ~ -
, I _;
~ -- - i_

-'-r- 1 _

_ ~+ . _h Ly ~.+. }..
`+r r, -+x - j - . t r I~ ~ - .J }. _-i ~ ~_-
ff .
}

'
. _.
~y
L ,
L
_ ~- h
t ..J
~
.~fT
I
:
LL' ~
f
'
_
_ t-
~_
Y-I 'l ~'. _ _ -L-•-'
r
f
~
`
_
~
- ~
~
l
_ 1 _
,
~L'
-I
_
.__ _.. .
{.
_ 7
__1 .. i ,~_.
... I_ !. 11.1 _
.1
-,-
'~-•
~ _, }•
r

- -r '~_- 1_~l
+ J j
{

~ J h _
_ ~
I
~ t.. ~.
r1 .1~•- ~ I-,
f L r + i
i - I TtT I ~
l
~i
I
!
~1
~

.1 i.1
, _
_
,I .~
+~i ~ ~L.
..L ~.
!
I 1--' -~ J ~ : ~+t ..
.
.1 .~ r
1
., ~'~ *.~ ~,
.~ _
- ~ ~~L {
i iF
~-L '•-ly ~
Y -- _i
- 4l. }
~i 1 *~. I _
_ ~
_.:
L-{
~ 4 _I
i
.~} L. ~ 1 ' f-'-_~ - t` iLL r
.
_
.-a L+,. 4 t_.T ~ :+I.. , L
+ 1-~-
~ I
: lr.
..
l_ -
.
- 1. yT -G-~ ^~ ~. _
_ T ~~ _.-{~ _
i
-~1' !-! r I-+_ F k_ `+' rl~i- -~.i-}..!T 'lr .
r 11~ ;J~ It~~~r~ L_.' 7_i_,~~ +T yF _h
j''- ,~.L irt_ 1 L
1...
}
{ ,_ ,
t
1
. L, .__ rl , .I ~ _F i.T I I
:: +~ ~
I
~
_ 1 fi.~ - r ~
t _ ~l~r _ I,..,`..L «. t+t tea.. ~ ~ ~ ~ + -1~
t ' tr1
~ : t +- ~ r
~ +. Ll
r
':r
+ `

' A _ J ~ _ _
-
~
. h

-
,-~ -
~
~

. I
-r
-}
Tr', J-~4-+- `-1--~
- - +
_
t
~

1 I r _a
{~
z 1
~ '
,
~ +

` ~
..
r
_
!:~ 1
Y" _
~
`'.~ 1~

r L _

+ ~-{~
.--'.' .j -.-

+ _
r L
~. ', ~~'r +1 ~ ~_Ji +'1 ~. } 1~~- .I. ~,_. ~ -_ l- ~ I- ~ ±T .~J-,-

+
*~'
~ 7 ~
~
L
t
1.
{ ~ +
^

y
r
;

.tom
~ rT' _
~t
1
-
t

_
1:
~-" L
- l
I i _ _

~'r
_.. ~,. T. ._._ !'1. , ._.J. __ ~ .
,._ J I
_. 7:.y ~ "'I
:
1.a ~ , i t i
r-
r _
1 1 {
~
~

t
{
t'
rr;
~

~
+ ~t
I
+-
~
:
r

-'~ , I
-+ ,- .-«.- _

YY I
~
r I-
J
1 +^-
+ T1, , f+

_ ~_
L
~ r ~
{ ."- -•

t
T I LJ...

1 1
..1.1 i

r-
a
ti'r
~ ri-~ + y-}-r t
1
-
T~
i
f~` '~ ~ 1
~
F'+
~ L
~

+
}T F I i ;~
Ti
:
~ -. {'
_
I
_1.~ r
~I
_
.t. r
~._
. , T .-
-
1..: ti,_ ~
+ r - _
.. .f , r . ~-
+
J r
,r
.
-
1
_
'~- _ _~.1
~, i + 1
l
_ _ ~/ }-~ I i ice. 1 1_
!
J
~ -
1
'•-1-
} .
.
~ +~~ +
h
f ~
y ~ ~1

f Lf
~
~ ' ~ h+ Y I y - ~ ~..
-'-
1
~
a t- ~- `
+ .1
J -
_- ~~
' T_
. T _
.
.
L~
'
f
`
~
~ _
1L
f-
I ~ .

- +. !
-
r
~T y .. -1~ I'r _,_
j...._ . r,_,. _ ..~. a.
.'--r --•r
}..« .._. .~_.
T
r--~'- ,
'f ~L ._~i1. _ ~ _

~-r - I I
1
1
F~
_
LL
V-L + .. _ _ .I - t..I _,..y i I ~- TY~-J
* +. ,- 1 .
F-1. ; . l-' - ±h i 1
L
:
~
+

~ L-.'_
L~ 1 -
~

.._T. I I ti
Iy
_-'_
~ J~ +
r
~ .
L J
t-
1 ..1 a, r
I
- r
i
f _ - F-1 +- t+
r
' - I li-
+~
i
~
~
+ }:
'~~
f _l~_. .
_
,
r _
~ -i. _
J-
~}T ,-I--
-
i
t ; ..
.
r
,
•_' -rT
'.' ~.~. ' J ~ 1 ~ .+ i~ L -
~ _r., ~
- Lr-. +-{-'? I a-
~ .-
~ _

ti _ _
j-. ,-
~
t--- _ I
L
t} i ~~ _l ~~ is ~
'I' 1 ~+ _
1 yi_L - - F f}.
'
a
i-i -
l
?
'
~1 _ T
1!
~ _ 6i.
;I-i-~ .L
- -
L
-

..:_.l _ `~'.
' ~ ~ ~~ rIf _.I .}J_I
a

~ _ }+t T •:., i ` - -~i

1~ l I T
~
'
t~ ~_
T. i-L-.._

T' 1 f +._ :
r,.l .~~
- ~ t
1

-, i - r
I
_
--
t~ -i.
~
tr
,-
LT~l '-} 1~} -tt ~ }T ~ { t-i i ~ L}_i.l -1 t 1 h ~ ~i L~-I
.
.. -
r;
I
~.:
"
14
'
~t
-
.
'
7 4

_ '~- ,
ry
-- I r' -,} ~~,-
~.:
~_
,. .f.t_
__I- ~{ L .
~~.I
.-I-
. ~ ~~- ~ -- :-:.. 1+1
,Y
~ .?
.~
l-Fr
~ ,
;
~ T
-
}±
_I
~
.._-
- ~-t, a_1?.
t +'
_
_
-!, k
_r._ _:., _ _ ~,.} -,T: a _ _t ty- rf _ .._f~
.t_ }.,. _i-~~
~ ~S S
r -
}
1~- - L~
~J i,- 'rl _- r + _~ ~F ~T~-.
tl -t ^l _
_L
_ .. .-
T ~ L 1 ~
~.~ t I-
~.

T'~
_ _~ ~__ rt
-
~ }
_ __
__
~ ~~ _•
i~ rt ~ ~ { }1 ~Ti. .j'± _ ? ~_ ~- ~'
' .'.,-.

- .._. _ ~ - -" -;-

}1 _.
+
~.
'y
-..
.-
- . }
1
aJ_
1- ,
_L
,+- t
r T r - } r { r~
r - ~:- a:-f - ' ~ ;t. h -i_ ~' }~E.iT T+t
~ ^~
-
r _F- "~
-' 1'_ y - i {
,~ ~ ,
~
-'-r
I
.
~
- ~-- I
+
_
rr
-}' - i-f k~ +
1
'}' I r
~- ~~ r~r

_ .a 1 - rt, r

_ _
Tl - Y i-sr + ~-yt -I ~-'- + :.i +L-- _ I:j~j_ 1 '~ t +}- - -- ~ ~-'-' -
1
~
i
~ I-~ r
-
-.-
I I -- ~ -'t-
;
_ _ _
•
i.,- (
+- + 1 .-..t -+ - - F -,- I}
~: 4+-1 ~
I ._.' -r
i -_ µ .1!1~ _1- r i-~ J _ 7T

~ j ~ r'-;1
i
., 1
.
+_~ , I __,_
a_

Tr
.

~,_ ,- T-r t

'
T
TrT. '-' 1 ;_ L r
F
~~'
+
' +

~
~
l

+T:
_ _ r
_ - -
~~
_

' ._r i I-,
;_ L _T: - ~-' i ~
-
' ~.-
~ ._:
. .. ~
~
1_ , ~_t i ..
.. +
-
I
~--
I
.J.
r
I -,_ T F' 21- *`T I; ~ lr :-}- ~ 1^
j-' } trr
1 l
r 1
-
1
1
`-
l
I I
fi
~:..
Y- 1 -
r {
1
4
t T
~ - ~ *
-- ? r ti-' _ -.
'
~ -
. r
A - i
-L.
~
r
• _ .
_ 1 _-
_ _
~
`t-L ~. r cy
- -i. is ~ 7_ f-+'
! r
1
^-
~I 1= +. __r

L
_
~TL I ~-` 1-. i. ~1~~ ~ '-F~ _ r -},-
.t. , ++-r_ -
i $ _ -}
,-. J
-
~

r
~-r +
,
...
,
* - -~-~ _ ..r 7 1-,-
ii
t:'' _ Ll
y+..l~... - -~ {'~ 1-i ~ . ,- i
r- ri •_ J-.-J-
-t-
- - _
a.1 +' '+Fr
+-F
-
- _ -`iT ' F-. 1'+T ~L_ '~
-. ~- ~ - . i .}_} ' ~ -i ' .r 1-
1 T»
I-fir 1~; j-1I {T I
L~ ~
~= Irr a-
rj
r'~ - --
I y •Ti - _
L ' >
- _
_
~
_.
=t: I r }.,. ~ }.- L- T+-= -r+~ -1
-_,. - j- L. --
- ~~. ~

: r __ _L.. J
1++_
t .-} 1

•
1.}, -r'r' - - 1 f 1 /-
r-I-r
+
I r
-'- '
I

-
~- - Tom,
r
t
t r~ ' ~

T
i
1•
i-
Ll~
~ ~ i -~ 1 T ~ I - i=_i }- r { r J. r _ ~ _ r ..

.}
} ~7ti { 1-... }~ .' 'l. 1~' -1 L r L ~-~ a i L.i ~ - -1- t-J
! r ~~
I.._ ~+..
~r-r ~
h
~
ti
I 1

~ - _ -
; 1:_
~ ' __ 1-+ V I__ 1 t- _ -

+
! J
1
.,
i
t
J i. ;
_.i.}
'17
_ .L 1}y~ ~T ~ ~_~ _ ~{" y
I_ - _
i f
~t ~F
_
f
r~

- _ tt f -_
t- -~~
+r
- h - .r~-. -..L ~T
lil. }..___
1
~V1 ~-_ ~-i-
{-~ ~' i..; 1 •. ~ r + r ~._
I t }1
1-Li-:. t IJ,_+1 1 -~ .~ } Ll ~F' y~ i
Y
r
~.~'

.
_"
_ _r 1 .Y ~ ~ rt 7 L t
-
- ''t` _
+V-•- h• -
_
~: -r rY l~ _i_ T _ i F~ _+{ I r.
't ~. _~ ~t~
} _ 't ;f - ' _ 4.~T _ fr
r.
~] t~'- f
+11J.. ~1 1
~y
:
~
- -,-1 ' -
.
-
'
~ T
a.
_ ~ ~ ~, ~ +- r;- I
t ~ '-` -+~+ :i: ~ `T .' -~. j1 ~ _ - - _ ~+~tT-
~
~ .
y ~~ ~ + .-~ r-u.
l r
-
-_''
T I 1
te. ~. - ' L` l~`
t
hf~ i =-~ +.
~ r
t •,-
~ =~+ 1
.

+:._ y r
_.
-~
+.
~ 1 t - ~ ,-L -,
_
~ + L.
1
-I ~- J L.' _ »-~
, +
.~
T .
L r" *
- '~
l
- 1 ~
t ' r ~
1
? r - } ri i
~ 1
+-;
-I
4-~

,-
-
+
: L
.+ _

+ _
r
~t
_ __ .
. ~
~T
.T. t
'T:
y
'
-
L.H. +
-I ~
am
., - ' ~ + .. +:
- - '
-
+ -
-
-
,
a } it a
L
-
-
- r
-
+ ~ . -F- r
{ r-'
~-
r
_
~..
'-Ca L 4 ~
~~
~ jt'-`
y '1-
_ T
~
~~
(y
I
~'
~ ~ te
'- t
~
+ -
..l
~
,
-
T
i _.. .
y
, L _ -.
$Jj} ~+~ r f r -,~
L .
-l~ r^
: ~ .
' t
,=f~ r
_
L-.
I =L r _,-+ rt _
1 ~ T r
,+
~
+r
i~F t~?' ~ + 1 +-- -:+I-
}d, L ._
~' 1
t.rl I
{
rtl
_
~ r~+-t-
!-~. :,
, i_
`
y
~. .V +-' - r. _
L-f- .
1-1 ~ ~ -.1
~
~
' ,
~
_ L
F h
i'T
1
~ ~ t
i
.
y
4
~
±
~I
' ~ L.~ - -. TI t..
~!-{. _ __ L „
1 . ._.F} ~..,. .il.
._:-1'- y h, - _l~.
~.L
L
r .i_ ~.: ~-,,.
'T-~'
+ -' I L
L
LI
,
~
r

~
I I-,
i
.
T"` r
+ - L
1
._~
~~

~
--F
¢¢
-1- _}
.-:.;.
1 i y
~ TT"'_` +
~ ~ F t--F
~
t _ ~
- y ,
i
+~~ _ r L
~
l } 1 1 t ...+ _ ~
~~
i
i'}
1 J. -1 h _;«1--y
t-
,.. y. _
_ .,_ -
_Y~ *
Y
~.:}} r } __.~I. _.:. ~ J
1 +T ...'.. _ F
-. _.+ J J-'. t-
1:.*. + _`T!_ f '~.~__..
-'....- ~ .-+-a- r
-
FF
_
h Y
t
~ L -F-r I.i ~_
r _ -f~ T _ y 7. LL-i- r T+ ~ L ._
L ~ . .~ ~-~- ..+.• _ 1_
- :. 1 -L: ly ~ ' }. - ~F.:
~
t *r
1 i~# ~ f r '
~-
T
~ "
~~ +
Y
~
{
}i. ,-
~I_ , ~ ~
L_l t_L 'J
rr r+l ~ ;, +'-`- -
t~
t ~- -+~; L ~~
_ .F'
~ _ L ~ r
I-
i - 7 , -' ; , .rt . + it + - L -~
- -
-
r t -~~ -.y ~ ~- F ~ j.:C ~ ~_
~_. #T
.+
i ~t
`'~,t ~ 1 T
~
-f-t~r~
y ~
~
~ .~ F
I
~
i~ - - ~-
1
' -+
i-t-F
t
+-'-r .

i~

' _' I ~ 1
_
T ._
rL 1 - J-"=r -
r+.

-i-1- -~-

.,_
~ ~' F-
7-
_
_I. 1
_
+
J- '
_. 7_
r
i
Fl-7-
~-t ~-I +++ --~ ~ - '-~-f-- - r.S 1 r-'.-~
~ ~~ F
.
i
1 ~
_;. i
1 h

, }i
I
a .I i
++-
. 1 i r-,-l-t I. L~
~
~
I-`
~.
1 +~ ~i ~
a- YT
.~1 { ~ t T r
y k-
T 1 1- {_ i
~'t 1 - -t }}. _1... 1 ~~-} .LL. _L J}
_ - ~'f- t~ { r r - X+ L - -~-} F ~1 7
1
~
"_ L
_ rF -
F ~i ! '.
-
' -
/-1 1 , L.:_ I 4
I
{
L r
I
` '1
: +1-T -~'- h: I- I+f-.. ' - •-:. _ ~1-I It-~.i
r
f
`
~ 1 1 }- _ _ ~ l ~r-
~ 1 .
I i
L
y F
I
, 1T ': ~'1 T +'
~--~ il-~ 1_` _
~
1 -1-~ t F 1 -h~ -
J 1 r ~ 11 1~
~
~ ~
~ ,~ _ f 1. L+ _ Y
-
1 rr
f - ~ :
J
-~ +~ ` } ~ tj
'
~ T
,l T_'"I J--r ~~- T'1' L '
r ~
T r -+• ~_ ~. 'tT * -I I. .''+1 '
1l+-'
_
: *
'
- t * +t ~J_ ~j Y
t
i '` y; ~ J~
+_' T~-~ t~ *~~. 1 I } ~_... .rh--.
•T
}
_ r._: _ -T
' . :I
~ 1 a=L-f ~~
r
~ ~ -
~ -1- r--r:- ~
~

~: ~
•-
t. , _ ,.._ J
V-
~, r ~ -
' .
aT ~ +
-
~
t _7
1
_ _ .f
1 T
~
,- a ~ -
~
I
t-~.l 11 . i
,
I _
Fa - II
-
+1 L -V L l
I ~,.L ~L r r
~
+ -
:_
1 '~'' ` i
z~•~~
r++ TTy- ~'+ r }lr ' ~.t- H
y
LI 'iT~ ~` t
`~-. ~G Li r ~-,_ ~ _ ~f ~ L.~
1 _., I
-
-
J -J !
T ~ I : r .l j a _ '_L+-- L~ y ,
T
1 i
~
+ '' ,J ' ~.
t'
t +
y-i=[
,
~ - ~-'~'
- r ,y ~ _~
r+
~Y i
~ +
- ~
. _
-
~_
}+
-'-
i 1 rF ~.: ~ i + ~ - +~ J }- !- ~ t
-'1 r
.
# r
1
y,-a
" +
+-u - - -
'-r..
+
_
. r T-i' ,++ t' i
'L ._
j _1
T' _ _ ~ 1 r _ ++ trF J - _ '} t ~~ L
~ ~ t
.
f
r
~'-
i. +
1 ~ ~
-r} -
r
~' I -
+i
J
}r
`
T
'
'!_'
-
r~ j
i
1 i- '
1 l} 4
t .
,.. _ iy.,j~

'_ _. i
~ *
1
__ t-~ a.. :_~_ -
F
-_
-,., ~ t
_.
1 -. 1-
}
~
j
_
_
.
~~-t '.
L
_ i i-t !-+ r1 ~ i
'i-i +. ' t~ }~
rT
~
~
~ *
1
t~
-~-T +i
?
..,
-~-+
r'- _ 1- _ ~*1

}
F __._. J- 1.
fi
.. -
T.
L 1
- F
.-
~- _
1 '- 1 - - "'

~
} 1 1
} .~i :.
`
_
.. J-+
-
}- ?
*- r
i `
--~
{ ~ 1
.aT
+_1.}. L
I ~
L'J 1T `~ _ _

~ T~-:
''
~
.1
1-.'T. _
. I H-~. .l_ 1.._ __. _.
I ~ .
r, 11~T T
1 _!
~
r
_
-
T,
1I_ _ _ !y T-
* -
-1 -i. L- _
•-I
~ }
r
i--- H ~
~
1

L '.,
- - ~
~
T
_y_I +
r
~
~ 1 -
,~
. -
~
~ ~-L -r: -
{ ~ .~ F~ L
Ll.l..r
^
+
f-+ ~ -
-~
t
- 4
T T_I"'t F_~. ~
.. I
~
_
j.l.
f
~ r I
}.. _. _ .
-i'-- «
' rl .,..
- ti
r^r •- }
~ .
L - ._-i.. _ _V t i.
+ ~+
. ~ Tf
1 ~.r -
{- L '
y}
1
-r4 -
~. ~
1
--
I-l--
+
- .-41 L _t ti
!
1
j ~
Y 1
- r
: 1. _
1 l
. ~ r .
, _
-
-~ -
_ _
i
+
.
~i-+
~
J
r1
1
!
~ _ .t.« _

~
1 : ~ ~

J _. _ r ~. T-j t ~. i_ J

:-
.
. ~
T I i i
''' _J C «

. ..
+
i-! • ~`
;:; --r' , ' _

-
- ~
r '
1 ' }_ r '_:T
; i+ r ~ ~ L _ r1 1.- ' i , t l ; .
~ r i ;
'+ ..
- i
44_i. _r `. 1.
. 1
'=
-~~~ . a J. +
_... ~
;- I t
~
`

~ _
+ -

i{..
1
+. r+ _ _ C
,..ia ~.
,
~
t
_. -r
t 1 ,_
L
T
1 +
'
I
t
t`~,
µ_
i. ..._ -i_` l f_
~
~ ~
+ 1._ i. _ -
+
{i
L
~~
'
-J- ' .. I l_r .. ._r
- ' _.~ ~ ,
:_
. .
:
~
t
L
trt T
.. ~
' + t
L
-
~'
- r
{ `T- -+-
+ T'1
~
.rr

_
r , ~
- I-f :. .T ._:.
_. 1 _F. L.
.i ~. 1{- ~-'$. +t ..+ ~
4 '..a.. ,___.I ." ,... {.
.. +_,
r...l~_ y { 1. ~- .
r
,:
T
""' F' . +'
i_
r ~y :. l . -i l _
:,-
_
r {
a L-_ ~
r ii-- -- -: -,
r ~ ' - . f;__ I ~
r ..
.`-}_ 1-'-! a t _ ,.1_!_ ''1 i. -
~r~ - +-i_ j i-+ ~ _J . 7 ! T ~ ~ I i~ ~_'_fti _ 1} - I _. j-_..
r
f
'" V
~, ~L
.1 _ _
~
~
'j ry ! _ +'T.f'i '_NF.I'
`f
~
` _. -} 1 I r.. rt... ,._ 7
{

1
+,. - -''. ~ - -,.., _ + i.: t' ~ I
~,
,
U- - - f-`
~ i I , ; - aJ` -

_
__I ~
..~ ~
.,
~
_ ;,
,
_
~
~
+

.
~_ -
_
_
+~
1
. ._
r
~ I `~ j.- a +
~.L . . ~ L..l, ,~ •, 1_

'
- -
- y

`
t,-
Lr- - _-, Tt •~ -1-~r+ ;, +_
t
: t
*
t I
-
-
~
•
«
t _L_.. ~? '_ I

+_ h T,~

T
,
,_. ..
1, ,... _.. ,1 ~ ; ~ _; S; . _ _
~
_.
L;
,. ~
_
+
r
:
«
+ -.L:;_
'
-
_I
r 1 _ -I'
L
l..
`Tf ! ~ 1~
• L

I 'r+ zr

7

, I
,
~
'

` I

. t

I
`_'_.. 1
~
r {
I- ~~
:
.

L
r- _
,

~ I..!
0
_
+1 _ !-
.
;
1
C _ ~
~I
_
_ ,
, r
t
t
t
1 _
_ _
_

~
' _
h
i
t
i -
-I--
J JT .
~
r
1
W ~n
.
:..
_ .}.T :.
,. l
.
I
..
- ~ J L. i __ , _ +
T i~~ ~
_ .4_
.
, r
.t
_ _
_ 1 L I I I . J ~ L.T, .~...
~ I _
- _ '_ _ t ~..I {
- _ F I I J
- (.1 psi
{ ~~
.I 4 ; _
~ f i i I
'
~ ~ -
.
* .
!

II
.-~-
'
~ r
``
~ I _.`f't i .
~.. r..h. ~-
'. ~±~
: I
r
4 ". I
~ V_. r . ":~ , h~ -h ~
~.;-, r- ~ :

~.
!
I tt
_ - - - _ f l . ?.~ : i r : I ' _
' I i - I I
' ;
r.. _ i J - - -L - ~- r ++ ;-+~ -_ +
r'-
-+ I
L T` _
!' - -
- `~ n
~ m
x 1
. .
_I
I .
.
.. 7 ,
_
f
_ _ _
{~ _ -.
-
L
;
_.

:.

a
!
. «
~
•
- _ _
,. .~. , ,
_. ___

I 4.~
I -.,. _.. I
,
-. I ~, I i r ~ , r r 1
- } _
I ~~ ::a f _
I ~ _ _ I _ t r r_
1 {~
1_
Y
i ,
T
r -
f

I ;.
{ 1. I ,

__ -_
3:05:51 PM 1
R:\Roadway\Pro~\bs917_rdy_xpl_L.dgn
~3.
_ _
:';
h ' 1'

-

"
-

t

,

,

_

°
-

!

I , :.

t ;- t

I
r

r
t
I~

I

r +

`. I _

1

i

i
i

t
-,i
- : it
., - ,';- I
....
//
,7f
: :. 11 -' -

..:1 J
-

- ' r

- LL
~ I

~~.

' _

-1 I -
i ! -
I L _ + r -
I f

i ' -

..i::~ L
1 a -
1

i
I
~ - - .

:
,
r
~~ ,~ ,
~ I

- . -
- .
#
, +
-
1.
t
_, .
_ti
-
j.
.
...._.

-
r. _ .._

~
_:_
: i

'
-

~~I

-

..

~~
I
_

~
-

~
_ +

~
j

F r

4

~

l_

~

r

I *

! L.
I
r:`

1

~

+.
I-

~

t - -I
I

,

'
- -
,
T ,. I _• - -- ~ I. + F 1.
' :
_ -L
+i- L .i
r _ -F t ~i t i~
_. r.;`_ tt.. _ _ - (;
I
I .. } ,~ L ._I r .~. r_
t -f__ _{ r _ ~~ I __ ~ __
r _ t it,
R { `-t +i _ -~-
{ '.' f

4 fT _ _T.
; r.'
1
r
1
' -'-'_ '
- -} J .. ~+ _ ~ _
i_: :. ,._, .. r I- ~ L t /- ~ ~I-. 1 ;-i A 1~ L - Li
1 I. I t +.'.
~ , .
.. ._
_ ' f
' 1
~ ~-
- -

._
., :.,

±

i. L'.T

~ _..

~
~'

t; i -

Y

1

f - ._

r-
+
y '~ r T

-~-r

-

~ -
-

1-a *r
_

+~

J

~
1

~-- -

-
.
-
.., i ~
..
ls.f~ I i _...I ,
': - 1 - ' --
-:
~ a-
-`-~-
rr. _
'- ! 7. _
r-}-~
-
-
I
-"t- I.
-- t .
r-- -
~t
-
_

+
'r
t ~ i.
- I rl
yt+

,
~

.

~

~+
FI
-

h
'-r
~ *
-I.•-~
~ -
_ ~-r:

'`
y
+_~
1

~
-
J L~
F
r
'

-+
' i

1
* _
t

•

f

~
I

~
r

'

~
I-- -
-~ 1

'
~

, ~

~
I-.

.
~__*.

i

1

..
~

-
- i1

"Y

- -
_

+
I -+
~
i
I~ i~-I ~
sF- i- .. r

' .,r.

~ .-r ..T _L {..; +--i-~ -~
-. _ ~ +~ rt . '--
-- ~
~, i

~ - f I.-I -T~ i . _ 1
I.-•-.
y-h"'
~

_+

~~ .
.
..~ t
' . ..

T -: t '-}

'':~ i ~

.
~
~ ~
_
+-L-~ ~-
-
r

~

~ ~
-

f
-
-

r
~
__
_

I.

I L. 1

+

. If+.

-

I~

µ

{

-

_

•
r
~
1 _

.T
f

L

+

1-i-i __

- t -

r - _ }
t r 1'

--+

' t. : .
.-
~ . "~y-'; - r'" _ .r.
~ ~~ J

' I j

~ i I
I "1

f i V

I _

r
~, -

f
~
. r
-_
1 F
.
r
_.r
_
'~ ~_
-
i
`~f '....:.1.
f+~
'~
~' -'_ t-.
-'~L-
-
1"-_
.J. `~
_-
h
r
-
i
'
f 1' { {
t .
+-r -
y I .
.'
..
L
l-:.
- ..
iy..-
1
I__
1
J_
_ tr I--r'-.._
~
~~
~
+
-rt^
~~
t
J_L. _
~~
_«-L
_t.
aJ y-
~
-~ L.
y t
- T
_ __
, _ r ~ _ T
' r .~ j-{ .l 'I- t - _ - +_
.t ,..~+
_
~ F. Y ~
t _

} _ ~[. r.,1~.._
__ fr ~ __ a-. r-};

+---
,.-f- ' `- J
-- ~: f: ~ l y
1- - L t ~_.. - ~r _ -1 * - ~'i•-r I .- I r L -F+ _~' at - F F-L i- I. _ L_:.

~ ~ -
-
-
i-
~ I_¢
~ ' '_" -F ,_
~ -47_. t : ~:y ~-_
L_:-'- ._ ..
N + t.' . ' ~ -}-
- .4 '- *-Y I '-rl_ : J1..
F I _ ; r r
r r I.t
w .
i~ + ~
_ L'
}:.
_
~ ~
}
I - +
f L
r
7 r, •
~ ~ ~ ~
~--
1
` -'

' .
i I ~ ~
+ -+_.
. - -` :,_
~ ~ , t -
T--
- - -
-i

t{'T
-
-- i ri

, . ;

+ _
~.

r
- }
_i
~ 1 a
-- -
-
~ _

1 _y+
.;.r ~ ;
..
- -
I

..:.._~
: 1
t
t '--
t .
~_
it~•1 ; «11_ 1 r.

"L. r f. _
.: _:~,__ :::.']_
;-}:_" rt.« -.

-:': :. 1-.

::_ ~ .

'...-f

r ~ :._

' :-
~ ..t -

ter- i
__
~ .~,t.' ' '

}-~ .{
_
~I~~'+++1

_J
~ . I

~ }

~T
"~

+: L
~ { !.

y~~ - t

I iT
{.'-}-F
rt,'
r„Y_•_
r

1 T
"
r •'`

_ y
~ ~ -

I~ _ I

.T
i
_
+ r r.

t -
L
~
•
.~_._.
. ,ti
. .T-+ t..*-;.1 .~_ .-y- _, :_r. _ __ :1«. _-._ .. .r. _ I L+7 I_ 1~
r _ _
1 I-r I- 1
~ 7a
r _ ~ '
T _a _: t } _
r I+
r t 'L
~ _
- ~ l:
r•'

-

I

~ {.

F rL, { ,

~ {
_ ir'

r
-L'

~ -J-+

I ,

r' _

Y
~

N . 1- ~ ~~ -

- I ~T

~-
.

~ I { - .a.

t -"

~ -4 L

+
1
L

} ~ J ,

- 1-

I-L4- til I_

I ,~ I Imo-}. 1 T
. - I ..~- I r + - + r+- I I~ ~, -I tr 'I-} -`-F - -- T + ~ '-F
_
- -
tf~ j~~ fit--" + '-r' r
_
; 1 1.
` '+..
r
- 'f I-fity h - -~ -rtr +- -{-' -
~I J-.j'
__ ~. _
1

_ _
~

'

_
r ~1.
,
t~ r ..1 I
f
L 1-,
fir.
a
~

..J
r r
.. - t
rr _
~-I''
i t
+ .~-
,_

-'T
' ~F_
".1 _
L
L

~
«r, ~ rl ~-`
.j

+i ~
~_
Y -
_t{
I
_
ti ~ i;
LI+ =~-1-~_,.
' -- r'

t L-

. J ~ -T- -

-r`- /_ T. I-.: r

I + ,
,. .a ~~

I i

1

- }.....

~ + ~ - it

! + y i __

, t ; f :._;_,..

._ i, i - -

[ ~ '-

:-L

L ~-;~ ~ -'~

~C.~. _ - ITS

_
~
-~
iF ri_ + _ i'LT -

~
r
-1 ~ -
~. 1_
~ I _ ~`-
~i I ti. {
.i._ ~. Y~ t , I -

.~ _j-
- I' ,-.-.: ,+ 1 ` -1- + f
~ +s r++= t + I' -t t - 1 ~ - r I . .L

« . { .- ..,
ti

•
J
T L
~
I
'

~
~`1, i
~
+~
I
~
Y;;_

.
~:
_y

_

1
-
I -: ~,
,,
r'
• ,, }-r
,
_J- =i

t-+
.....+:.
"-rte-
,

~
-r
-~
1
rI
:_
.!, a_ 4

`
,., 1
.
{
-
1~.: y
11 '.
1:
t

}
_.r

J
L+- i
~'
-

~
-
_
-
T _
~L
i
L
-
+ r
,
J
_~ +
1 L

. +-
1. ~~ - -
-( 11.: ~ 1
1~
1/A
.
y
+ .
1
_ ~ lY- {.~ 1_._ T.+-. ... __ ` _ _I _ _ _ _ ~T .i
_ _. +~ _ ~.i.. ~
-, _L- _ - _ r
/
~' 11 ~ .r-
~
i -+ ~
~•~1 - -i- + - -r i Y- I. . ~.
Il'~`1 i-
t~~~ ~
Y' - .}T
t
f-' ~ .-{
~ -~
-y- -L+ LJ-~ }}-~
_ 1'^r' i
^ l_-.
'rJ'"1 +'~ {-T~ _{ rT Tom'-+I,-F T1 t_~ ~r _ _
.'
- I-L .
-}- L.. r .. _ _ ~
' : _ _

{

' -

E+ ~
'
L ~.
y
~
t ,.
.:} _
-: T«-T ~
- i
'~.-`r 1 i-
,.~ • .
.

}~
Ila.
+
'+';
_i~

~
't
--t.
j
~
ry.;1
~':
-

F•

E i
I
+i
..7..
-'}.

~`1
-
1.i..
,1,
J L.--
r ~
~~Z _
+~~ ~ F_;
i-I

r I

~ ~
.t
+ _
' a +` ,_
.I-{ ~ i

..F..~L.

a i
- ,-, -.

_
r- ~
J
t++ '_'~ f + :- H
_ - -:
1 ~
,-
- LL T :
I ~ 1 I,
.
_ _
T

~r.J-,
-1 F
l
f
rl-
~ y
I-
~ ~i ~' L
'._.~ - {+
}
- , i
,.
-r ~r
+!-:
rr _._
+1
,
~
~
~; -
i--. L -i t
-L 1~- *
.:.+
. -
I __i.. Iy
is _
a-
:
1 _ ..T
~
-' _

~ +- T.1.
t ~. 1 ' -
;ts
} 1-l~
L ~
~
1L
a { ~ r~ -1 ' +. - L. 'it
' '+.i
1: ~'t'T -

~
~ _ L
J
1 --
~ I
Y 4. ,.
- ~
r
h
.r- .L I.{_~. .1 _ . F-• 1-r1
.
,.~ ,T r-. -
I
'. r
-'~ . ~-: _ 1
y
_LTI
~ .
-
.
{. L r j .
.. -_ .
-
«
1 .r. } J - ~+,-r .
_
'~
t
~ ~
-r _ --
~- ~
+~
_ ~
_
[[ I } ~
'
++ - -
-~ t
__..r F-' - - 1 ..
_... _ ~.._ 1
l- -1 i _-I
:-: r. i '
_r ".
__. 1-~~
_~ ~i~-I_
++i
..t!-;
+F-- _+ .1 l.. t
y_~ _
r -
t_ L~
_ i
1~'
_ {- _ _
- r 4~
t
..!_

:
~ r - t-r'
__
~i r'- ii r ', ".fir t V 1 ~' L~-,-t , '~T 11 L y'. y L1 ~' ;
~I +_ -
µ

«-

~ {
m'
T-

'
_ 1-_J 1?.
~
'._~1
1
f ~ _ ~ ~ i_ ~.

T ~ !.. _ 1? T ~ T~1.. ~ - ~ _ ~ ~TL -t'Y
• : ~ ._ . . - ..i. ... ~
T{-i-. - r. 1. i- ~ , '~ _
_
~• , ~ -i-1.1. ~. 1.- Y f---. ~ 1 ~ L__ 1 ~.~.r f f Y Ti , J ~ t + _
~~~ L

~ -

~ r
-- - rL _
r l { _~_ '! Y 1' r1- _ ~I { _ ~T r.t'Tf-

,_ ~y' T

,.
~

. ~"L:

_ I r f.r'_' '-t-L~ + - _- ' ~-t i L ~~ ~ ~ I. r• t -

- , .L'
+ _ ..
. .. r+. -ri -~r i } - . + . -I . i - :- .. . _I r -i 1 t+-. . ''r i
r - ~-~ -, ~ - - - - -~*,-F+~~ L- ~.t_r.. F +.
11
- ~-; ~- I ~ t
1 f.
- - '~-t

~
~
+L
L
,--~i-. f -+
F
i
i
µ~
'
L
L
t I L
~ .. a tJ-l.. rte{
-F~~
.-'.
t
~ T' +

_
'-+-' r .
- I

. ,.
- ~
~

.~ 1'+ j .

r. +
+- -~ ~
-
-. ..
-i f + r
.
-r t rA-

• . _ {
- _+i. _+ `
I I
~l- -i =-+ ~ r t
ri-4~', - .+'-'__r=ri~
:l .TI

« r•-i
- ~ ' 1
a.l 1 ~ r. i:C i.

_
: , .ice ;
+

--, r
+
-
l

~
_~•
+I
L Lam-
-
'
L::. +-L.

'
i '
- ;:T
.-,

!
I

'
~
-r~
~
H;
_1._
14-
:
1
{-f'
r
'-'

S
X11
Y''

~ ; '
i
{ y'r
~ _ ,'
+ L.. -I.I L~ -,i-
~
~'+ ~
~
~. +
r
1-ij-
i
r' -
~L r-- -
-
y

~~-!-.
'~t -~-;--

'
+i1.; I ..ii _
ll. }~.
t I i L
.,_ '~i _
r ~
~1.. 1-+ ~
~ y ;
~-«I: t, ~'~~ i S _
-
~. yT ~ _
- + - l rt
- ~.
F _ }' ,_1
,:$. T ._
i -~: ~Y 'T _
_ t Lid.. +- ;.
tlr J I ' i !
L I . I- - i i L -
F. . .-J- I Y- - i-
- - ~ - 1_l.« - , r t~ - y {•-
- 7 1- ~-1 ~
t~ iL_ I I ,}y.i L ri-
.T 1 1 'r
,..}~.
' f-; '- ~ - -
1-
-
~ -~, -' _' _ ~._, - - :..
~
i I. i_1: I `.L _ r _ '~ _ .'--+ 11 -
+
:
~ .'-r - _ ~ir--fiII. ..-~-4- +' r
~ _ -. ~_ t 'r_ ' - y" - ~'
LL
1
' ~
`- - __ _~r _ F l~ .
r - __ -.
- T: Y - _ -
r
.
.
'i-- +-r , - f
r-f Li J. _ + -
.
-1.

t
-~.-t_

_
:

--.
_,-'-~

,- +
1_~ ,
___

~__
~

: -
}_.J

r'
y. -

-

.:

~{

-

_'
-I-

_~_ , r1
- t

-
+Et

~

{

f~

r

-

~~

l -

~Tr

_'_f 4 1
i '_l _
..

1 1
J-~
I

-
.l
L

I- 1.
I : -=. 1---.
1
`
~

T.

.1

{ I.. _
I
~

I-~t_`.
-1't-~'

_ _i 1
_,Q _ _
'~
t
~
t

1 _ -
_
-~ i
1
.i t~ I ~ ~
"1
T ~ .
;~'~ ~_ h~_ ~ v
.'}_- r~
- _
(
IT -
~
T" -l ri- 1
-
t +.y ' ~~ .7 ~-
_ ' {i~
r«-+~
_ _ ? r ".~
..
.
.
i-r _~.
.i. '~ +
I
+ ;J.
• + ~
i
f
~
~
_ _
~'E-1 j
'.~-. 1i-` r 1 ~
i~ ri -- -
'-+---' a {-,-:_
Trt~-
-I.
J - ~
i H
~
-
:__ _`
~
' iL l
1- +

- y..

~'i _+. i
1-r' *L
_ ~-i
' ~-:' _
1-'' Y -
'
+ ~ 1 1~'
~
L -il 7J J- t
- t 1 - a - ~
r'
LL r:-~- _ F L_L'_ ~
f,~. .;+.
r ~ _-i
~

._
~L.a
r-~ : L .-
~
~++-- -- - f
- -~
r' :
-r"
~- r - -+ .;y " _
- ~
r T
T I-i '1~
r-r
~7-
-. ~
' .

1
- y 1
~I+1. _ ~'
-.,-
..,_
r'~

~.
~~
~
1
.
Y+--
'
~'_
t t
Ft
-a-a ~~y_
&:?-

r

.{.
_L _
~ T
~ .+
I
f- I 1 ~ L
L - ~ +Y~Tl 1
~
~-
~
+1 f
+rj~
I~
_~T
~ 4 i-
,-r' -
1 _ '
-~- -
t ~ t * . T
~i t .,_
~ i-1
,
L
I
~~
a
Y~1
+
~
1.
T
t
, r
}
~_
T I
1-I

~
~+
+
-t-L I
~Lrt
~

+
f.-
~ I
l

1`
~ 1+-_11 Li ;
r~
r
^ '
~- 1
r
I
F+
+ ~ I t ~
+
-
... y

- ;-
__ ~ -
--
,. ..i- - "'~Y
,-- - - ;.
,._
, r-._
t--r---_ .
._:
1, . : . -
.. - -
.. f. _,..L.. -
-
{- -
~_:.
t.i
,-+.

~ - t _
1
.
. LI
:-A L -
.1 ~ .'J- i F -
I '-*r - -
- i
ri
t --
F
_J.: _
_, +

y__.-..-.
,r
~;
G _
L -

i ~.~ !+
~ _
-T-- ~._
t`~t

~-'~ :.
_r_.
- _
-r4

~
+

I..
?_

_
ri,

t
-'+
J-L i..t`
~
-t
r{-.

r+
~

'-+
r--
I.'. w
r
r yJ
:~ r ~ 1
1 I ~--~--~j -

; 1
-

r
f t$-

ti
_.`*i -~ ~+y?

~L__

1
7L

aid
1!-.rI

_i.
} a- r~ ~~~
k r~. =
3_~I ~-
Fi .,,= '~''_-
- -
L-t;-
~ ..
.~ -1
• _
::. r-:

LT _L. J i }
L.L -
1_i
l '-
_ i i-I-
'.. ._ ,__ _
-
yl ;.
+. -
~
- ~ .:
.. !--h
-}
}
'
~L+- ~ i
~, 1-

- r 11 }-1_
1T1at 1-.
{ 1 - -

"~ J.f ' _
i
+'N-'

; '1
L
a T ~
-, +-~~
I.
- +L
- 4
-iT -1
i-
- T -`
.;.-•_*
- t_
r - r.F -
_ J--1:
_
~
_ +

`
-'
1_ I~ '-r+-i r - ~.t.l
-r _
L •.-
' .1_

-r
T__ _ _
~
~ _
.
~ .
.
-j. '_ ll - r. _~- ,
~r-`T ~ 11 T
._1 IT L-f .. ~ ~ ~ _L~-}.I_ I.L. '
q..r i _ 1 1 _ r
t ,
{ t
'r -i'. r i -Lt-, +-F-!- I
- 1+/ _,.
_Tt.
1. LY__

.: I
T~ l 7 ~F-r_ -r _ _ L ]_~
.
.
,t r+.- L-r J _ TL- ~.~

,~ .1~~!•~ .a .L.~ r j. Il. ~. } _

~ ~ __
_ '~ a !. _ r4 . - _ _ F : 1.. L 1'r1'r ~ Y f- _ ~ I =.1. T_

'~
L _
Y
i _
~
~'
:_ LLI r.
~
r
i
L
~- ~ _
~ 1
~
Lr
l
A
LJ L r '
-'-~' 1_
L. +-
J
}
+
L
=4 ~ ~
_h_
_.
~ ~~ _,..~.
- ~ _
±
~~ .. , .~
. 1~.
.
_i ..
~ ~.~ ~ i. r ~ ~- -F ~
1
. -t+ i-~ ! -r f + L . F -
,_ T .
. _ 1 . • ri
t
- ~
-r 1 - _,.i_ I-a
f ~. ~ - r-- 1-+'
' - Y"
' - -
` --f- 'r 1y F J
' ~ . - i--a>~ r
` -I' +-
1
X '-*-t-
1
L
~ Lt - 1 +
~ I :..
T_
'
..+-~
- -'
-;+ 1
~-`~ f _+~
r a {
~ 1
- T
-L~1. L _
t - . tT,
i= ; t +.7-
' rrl
r L r
ti ~ . F
- +' - --
r -
~ t1
~
L I
- _
1
1 I -
i .+.
rt
~ 41
t - 1
--i ~ - -
~
- _ -•-i-
i
'
' 1 '
, +
-
.y -
.'~."' ' - ~, _~ ~. *~ y ~;--. _ +1+ i +;- ~ -} -' . ++r`~- F Fr r ; i..' t - l1. -`-~.-t: _ I- ,.J_ `+ ,:~._
~ r+ ; ~}, + - -i-t- , +
, ' -~I ; t._ ' '
-`
+ ~ ~ i _
- 1
:
, ~:` .~y ~:~_;.
-1 ~+.- ~.". J-.t{ :1 .:-{. .-1-r.L _
- _r`'
-
-

_r t'i ` _ "'.` '_l. Ti_+:. +_'_ -

- ~T F- -f --'- l~;i. _ _ __
'
Lt_

j
~ ~
S,: i '~
r,•1. j..,.
..-r '
i
-

~

_
I i -L-1-F i
r i
.J-+-J
T

'
r

:
~a
'~'

~
_ -.

{
L

h
+ J ~'_F
j~
+~

t

7
- -

- -
+-~ '
I r ~

t

-~ ~

.

•-
r
r _ _
~
'_ ~ I
- ~`r ~
- • _.:.' ;..~ :-+ -+,_' _ ~7i-r r --~ «t"
-
--i - .-Ht +lrfr -
.-I-a}.
~' ~ Z S_.f-r _ 1' _ _tr St r
i- _
- k~-: ~
-~ _ '+_
,.+. .-j. i-: ~ ~ { i i.. _-r FT - ~~1- 7 ' -T I_h +r ~ ~ . .I_ ?+_~Ir--L- _ r rr T ~~ ' i t ' } y-{' TTt '} ' '~~"}- {-I FY' - _ ~f_ } ~ IT ri.; i _ _ _

: _
~ T_,
~ _
-.
- r ...-.
..

-;_-r.

- ~
"r"
rt

~
} I
-I~~_r~ ' i
+r-}F r F ,-
'. ~i _
-' t~
~L.I-~ _
. t!.
irt~:
J
'may

~

:f_
y-~~t i
ri-fir ..
.
1-
r
Wit- F_~
~ 1.
j,t--
~ -
+ -

-
- -
-
~
T

t
~~
.-
G
~
~- I 1 :-`~`
-~.. -}=,'r-+ .j
_ r : T
~}{ ,. ~
+
~ .,
-i'
1. ~
_ -- -~~~
i ~r ~1-

-
I. r ~ ..
~ ~
,
; + ~ ~.
'Y' -~~+ -
r
~ -
' :J_ -
- ~ ~ ~I
FT

.~._

+
+'
t _'_a- +

'. _ . L -Ta - t 1-

~_:.1 r -,,_
~
' ' -•.

i- i r-_i.i..

Lt, +-.1

t+

rl '.

+_ -r

~-r-
-, ~_

-} "_~ I i-

- 'l.. r_.

~t r L'_ -

~4' Y_ :-

~{ r

4 _ -._a

TT 7T..J

- r-~.
L. 7r II ..r

i

- _.. _ _ _a-rr

_ -.~.iH -F-~i

- - -

_

- _ : _L-.
_V_
i_.~

~
' - ....
_
+ i ..L Y F-I~ ~ t-i
'
`-
- .i _L...

-
-fi- ir.~ i +* II
. +-I (. Lt h i-r - rt ;.' n- r 2:~-~ ~ -
.-L-i _ r - rt r ~i ' - I+ 1 r" ~
,-'~-r- =tr ;
1~1 -
L_ I
1-]
- ~ '. i-'
,.~
, 1 1'_ ..~ J
r- ~;_
- _•; i- L
L 1 - -i T
r. L{-~

F +T r'
ri. F - "'' -
,-.~-, + -~-F{' j7-
'y-t. ++-t_ "I _}
' _I+ { f
}l--!-- }+..
+ -~.
+t _~+
~-I'f. _
~' 1 - -
~-; ! +
~ ' ...}
-~-i. ~
~:"~T _~ ;;- --f_
}~".T ~
~ I ~
r:t'~~1:.~{.
" + ~.., i. "' 1
~ ~ i' ;.
_ ;..~ «.;.
t h~
.
T Li_ t. -
~
- 1
y.

1 .-1
1
~"-
_ ..

L~ -

L~ `r+'--f~J
T L

r ;-..~ } J

~ _

i ~~. -I

l +~~

1
~• r- :1 ~-

'
~.
: .- L +:~ -•
}
'
:
= y-+- ~j-

~t ,~ -}'-

T -I+.i ~i - _~.. ~..

•_
'
~

:-r- ~
r~
r
-
_
I.r J..
.~;_
.
~
l
L.
-
+- _
~
.{.ii.. 4y1.
+_{
+'
-l-
f. Y
`f
i
1..
w..t.
-r ;
_
r .r
.
1 _
+
,_ _
J.
Y_
-f
_ - -
_
+L _. ~-.
-.:?~. '1
+_.
_ r
1 J-
-`I'-
~~~ ~ +r-~
~ :,? L+ t-}
~ :
, .,-:_r 1,-: ~ -', y -14 - ~ E ~1:. F a=a-T~!- '~~~. - ~+ •-i. --
i
- '~ r -- y!tTr- T~.i ~~ ,..L~
L -{- -
~ -~-I. 1 - {-{ 1 .+.~_ - '1 y~ +~ :~,
~
~ t' .I
~
_-

: I
_ __ _ + -.
1 ~ 1~~-
~-
_ _ + -i.: {.1 ; .1 __ .-1 ' {-t~-•
~-L.
t
_
.I=

:-.
- '- ra-r - "t - t - rl ~ _ - ~ ~. I
tt_* i. i_
~
1-ia. l ~t.~
._~ 1 '
~ _ a__ _

;

~

'

~

.

1
+1T F?-N

t!+ ~r

•.

-,-I

~

.
+

1

I

'.

A..
i ~

.

~

.
-~~_
r

.~-+_

H.+.*

'

.~

.

_-

{.

-
.

1

+ +
}- r+r ~ 1 l~

-a

:

•
i: -

_
i

L

_ _
'`'•."L rT t.{_

•
_
_
Lf-'

_
~IJ$ ;

-i.~. [~}~

-
_

!
-1-I -

:
x-~ Vii.
T
~

+ ..F.
jS-i.'. -
` rt
{. .:.:.. ~ F
-
.. }.'._ + T.
___. :__.
I
. ' , +y 'r"-. r :.
L:_ -
i E- j.l_LL t.
+t1
+.L: _r-r-{ _
y
-~_`t _i I..
_
« i .11
~
J.r. ~ ~_.i
-+' _
~
,
+TT
'. r'
1_ ,.. 1 y.
Tt'T.
F. }.+.
~
_ .~ "_
:
F j..~ -/•~._ -} __ _
_ _ r 1 ' ~ ~ r '-+- ' - ~- •- r :. { !-r-r {-- ~ t ~ L ~ r ~
- .. -- +-` T ±-i +- t±- ~ - , ~rI ri ~ - ;

+
,
..
' r r - r ~+ . I
t ~ *-i'
i 1 r'- 11 +. F -t ~ 1- rt- T r F - ~ - ~ L L-- I - ~ 1 i~= F r Liy'1 - i- -it L~f- 4 r~ - r ~-r r +r- } L f '
*' _
- r+ -..
F Fr y r l~ +
y-.+
'-
+- ~t ~ '' ~+ r' :~
'
-'+ `'~_ ~J ~ ~ i _;_ F ~
,
;
1 ... « L~7. J 1~ '~ ~ +-; -+'+ h+' i ~ ~ ~ 1
T`- -~ -j'-
' + :
~

: ~f

: L
1-L- I-
.
F 1-
-r'-'r• t l _I 1
_
;-r-!
-+ a --+T

~ _;. . ~
-}.
..
t'r 1-T
~ i
'i
_ . ,
- T -
r "..~

+
'r ~ k-
+
1-- +--I
~ ' - -
r'-- 1+1-! - r' ._I.
-i;-t r -
-r -1. ,.
++ 41 l i
+- -
_ -- - -
~~ ~.~
1_.
L' _ ~
tt-I 1 . _
rl a-; 1..1 L'-
=1- ~+a-~ -LL_ .`1 1 :+1; I L-1 _ +..

1 - - ~'•• ~ + ! -' 1--
t -i+ti 1- _
t , - -L.,. _ J _
_
- -;

' ..r.
~
-
-rt
r.

-
-

~
!
~
-`
r-t
r ..
_F. J-µ
1 . -1
t
{-.-r
:.}... -
I 1
1- - _
_
}-r' L}_ +-~~-l
-r-i
~-J a ~.F I I
-t`
+. }
-:
-
1. ~.
- _
~-

.t- - r h+ l

,_
_L
~}
~
I

i ..

:
• ~

Y }}
:
''-~` i
. i I ~''
-I' ~ +`+:.

~

~
--'r1 i~+
t 1`J_ -,+, ;-7. . .~

~ i

} + _ _

~
-..
l y _ .t.

,
, {. f ~

.

~
I'f t A- 'I -
L+
' ~ r~

~ r
'

~.
~

_
ri"+ . LI-II't
I
+
' r' -~ -•-y.+

- t-I -
~
' L _ _
'
- - r I a
~
-
L •- -+- .
{.
- ~,-
-i ,__;.
- ~ _ i
;.-
r _
_~.
+~, -
+.-a t ,rtr
.
.r
~ ,
S , } -i
+ __
_ 1._
_t •
-
.i
- .
y r"-
-+-~+ 1
I ; ~
d-:- ~
j r
.' .:
;-+:
r~ . i...'
.:. y _
1 .~

: r
'I ri
.:. +
I-
• r. e,_
1 L ; ..
:
i _:.
+
t i I
i ~ ;
r 41
r
- I {
~,rt -ry
~~ { Il-
r r I- *'I-i
+-t
' r F
' T
- ~. !~ t
I
_ I {
1 .h I
.~
1 ..i. -'-T
I
~
~ 1 I
` ~
a ... - ~
- _
- f
1 .I..
1=`ir ', _. -
~Y~+ .
_ - :
Ir
_ -
,
-
.L_
'r
~r -~: ~
~I ~
T
;
-~
y ~ -,-F-
+: +
-,-- ~ _
~-!
~+. ~

-

.:.

A

_

i

~._ 1
~

~ { ..,r
.
.
1_

- i

_

...
~

L

_

:

_ ,

:

-

_ ~
~ _

r

~

? _

~ _

~_3

-r _
_

_~ f~:
~
~
l

I

-"-'
t

:~

'-T +I 1
~

1

l?, _

~'-- ~_

I r i- r-1
L I

- LL~
err __t
r `+ r 1
..•. ~ r
_ ~~~ j.
j r: j. .r_: .a; - L~. __ i~. L.r J -I~ -- .I_L
- ~ :_:
L 1.;. .{-. :.
-r i "}-' ~ --r I-r-;- ~r{~

_.__ _ i_

lt .

,I - .~._

t 1.L +i-L1.

!....-I _l.

:. _L1

ti- ,'. -

- .t1

-J'

- .~

- - r

,. rl-a-{

-
1- -

a -

~-`

~

.
.
J

;-i __

~

J 1 }-I r

I-
-I- ~_' i-~':

} i~l r '1

~
~~ "h' ~~ _ t

r --

-
~'! r -

+
LI +-..

t

L-,
L..
,--
- ~
-~I ..
- 1
T. J
-
-
-

_,_,
- _

~ a
- _ _
_
r
t
L
r r r
.
1:
l'T: ~
'
a
Y =
+ 1 ~: ,
'.;-
~ _ ,. _
r'' 1
~
:i:
_~
i r
I ~ ,. ., _
~. _, ri-
_.. ......
_.-
-_ r' .
- t ._ _ r. _
r~ . ~t - r, _ I . F - - -

r 4-1. .r. __

1 .
. ~
~
_ ~ _
t
_ -r. .
_;
~

l
I

}
7-f
_

*

_
J ~ F
f
~
:;y
L + F { ~ } a
1 ,:. --

-
}}
, ;_I: _; '' _

r i'
~ ._,{ . _.

-t .. t'T ' _i..
- r ,} ;. ~ t_

f ,-} fir. +- ~-t -

r ~ i

T
~
L

a
. r

:
l ~-;

~
Imo, I~ _-~n

~
.
;)
_ t
,1'.
.
_,
~
1
r
-`-- L
f
-.::.,
,_..
-t-
,.;~_.
t
;-I
'}-.
-.'
-T
;..r r
+-,
-L
~
I. ~ -
i

~ - -
;_-
;"
`
T
t
I
;.~
.,
-_._ '. t
t :._ .._.: :i ._ .,:~i I _.
: ..

1 .i-_ + .~

1 -_ ~.___
'
r
-
~ a-. i t - i _ :1
' t
' ' f- i-`I' ~-it __

I r 7 (<
i ~ ~ n

~..
_
' {
r --

-
,
I
-
F
__
f _
-
}
t
.
. _
a
~
~
;.-
-;F T
-I -
- _
-~
r ~

.~
L
I . +

~-
~
L.IJ' r+
>..
L.
. _
.
t~
1._

.-.- ;

'f
1..,
}.f
b
-'
I
~.

ti -
7__ -
i
1
I
-
r

`A
~
i
f _ r ~ -t

'
,
l~
+

.
1~

' _

f
F

~
-
_

~
~
1 1 _ t

~L
~
,

,.

•
~, J
.. .
:y .

r
~

~-~-
...

-
_

_

+

_

i

~ ~ 1
- t - I

r

_

~.~
-

.
-
-
I r ,.~

-

T -

- a-
-i f 1-'
- ~ I i `_`, '_ T ; ~ i
1 + ' 1 ~a I ~
~ '_ ~ L, i I t -
__ r . _ _ _ ~ i _.
I
' _
~ i
- Y ~ ,~

-..:.

:,
.

I

.
I !

._
.
~

.C

~ .fi t ft

r
I

.. -

L I ,I

F

F

1 J-{
:.

1 to`r : kn

1~
:.. . , ~ . , -i-.i ~~- - , r .- - f
' -
_ 4_ _ _ _ _A. t _ _ _ -k y _
_- `.".+ +-^ __ _ _
O
Y
i
I
-I C
I
I
I t L 1. i - 1

I i
,C
-
-
I - -

3:05:43 PM
R:\Roodway\Pro~\b!'917_rdr~ ><~Jl_L.dgn
hr
~ ~ ~ ~ ~

,
:.
._,
_r
..
I
i
4 / mod/
..:_
~-
T 1
i-
F

,.
F

r

' _

#
I _

+
_-
-
- _

r
__

I
- 1
'
__
.:..:
' .. ___ ..,_I ~
_ ~_ 1 r+ :i
. y- :.t ~ r- ~ .$. `..
- T
~
I
i
l 'r _ - t '1 i . r I

+ f -' -

~
..
_:. -. I. __I_ ,
. .. _..._:_. r_;.,. I
,
_ ..~.~.- 1.... . :, -
1 -
'-~~ -
=.L!_ - .I t.. il.r t _ +~ _
C
,1.!
y I
1 t

. i
;
t
'
_.

..

:

_
.,

,

iI -
... ,

-1~
_,

-
...

I
T

-

-

-

.~
i

t

- -

_'{

I
'

_

..

,.

~..

:

, I

~ _

~

-__.

-

r

-

r

- ~

'

-

y

_ I

~

_

_':t.
~
! I •.
I I:.
~. ~.-~.I :
-~
-t
f'~
JT
G t-~ I
I-I'
_
r'
~
i
I
I+
L}
1
+
1 L
~
~
i
- f
~_ ~ ,
r-- . .r - - - ' I - _ 1 _

. ,.
} .L
, : -.
,...

,. ~,
I _.
f
~ ,-,

,
::

+
_
i

.
_
i _
_
-

T
J _
__
.fit

r

•

:.
--
_
_.
1-
_-_
__
r-r

a
-
1
_
_

t
1
t I .

,:.~ ~ _
I
._
-r. r
,- ..
-I
--
'
I
I;:.
i
:: ' -
~:.:
_
I+
'

t

.
1
{

I
{
{
i
C
~
~'~'
I
".

~

' ~ ~ . r

i .

t-..

.I_..,-.:.

._ ,. ,
.
.
,-+. is ~ ~_

..{_t

- ,
t
Y-i~

. _

1.1: -

1 j

J

-f.... r..

~ __L .._. -

__ ~

:-L 1,

1

I -

-1 r

r

I' I_

`:1
-

~... GL

r _

_

_

...
.
: ._ ~_ ~. _.
+
I T

t

t

+

~

'

-

+

{

~

_

-~

-
-
r _ r
_• ~-
.
-._
'7
':-t'--
r++.
.
~~ ~. I_ r1.
7 L
~
_
'
._ ~.
_
_•..
:.
I_r..
N
--
H I
I
7
-
-
~

~

:
- ':
.~ ~
_
j -' r
.-
' .t'=:i -; ~ ~ L rr; -

' s-} ..~

~ _a._-- t -- ---. ~ T -
~

.
- -~ ~

1T
' + -

-
t-

µ -'

rr - - 'y _ + t `

-- ~ 1 T t

r i '~' 1+} - +` r+' , ~ ';i

1
-
-

_.-i-
.
:
-. -. ~:.
-.}.._
.
.
i
y_}:,.!
:.
! La
~.,.
S-L
{...:
:
_
_
~
,
-
._.L.

.
_
.
l .

;-
y. ~
-
r
-
- -
_
r
-
- _
r
~
i _
i
•. , .. : , .j- -I' ._, y_. 1 .... .1 _ ... _. I..:.. .. . i..{ J _
+
~ _:.-I~
it
_

r

.,

r

.
_ _

.
.l ~

,

_
T 1 t
r _
~

_;

-

~
~

~

.

:s

,
'

' -

I f t

,
~ t

I
a - -

'
J
I
- ~ .
_
_• _

~

I

.

.

-
,~

,
__
T - -_: ~- ii -- , . ; ;~ _ . .+ { ~ I

- - - -~-~
;-tom

t - +1i-

-

1 .1 t+

-

I
•

t *-f' +s?-
,~ -

I err

T
`
` rl-
. ,
1 i I
I -1.1-
t
~
~
i_r.
y_. +
~ ~
:.~: -
I.'
-r r -
iL
_ T }.
DIY
f _
J
'}-
..,
IT'r
t `__
1
t
t! r
1
'
_ -
~^~
-_
~~
t

i
1L-.L-
_
-
r}-F
-r'Y
H
t
-

t
+
{ L-

-
}!{
om--
-
l
+

r+
-~ { '~ ~ __ -~r+ ~ r 1 ~' _ +
~~' 1.-~-i r 1- 7
-_ + ~ .it +_i _I_ (r
LtY ii ~ - '
J--rr * rt r t
ti~rt 1
~ -~ *., T rT ~L; -- ,
. ",_
" .{_ - -~-j ~ .-~.. .. a_ .

...,.__.
-~--
-..~;..
~~t.+_ '
~. .'.,.: _~ -
.t-+
.'.::'`
~
~_.,?
~
I

t -
~
r
+
~
~;
~
~.:

1
:r
y-{:
+.
+--~
I?•._
+
'r
I
fT
i{'
L
r
tT
_r
Y.t..
,'
.__+.~ ~~..;. ;_+ ._,_'~. ., _::..I :.!. 7.. ,.,.i ,~ .,.
~: _., I _
- -t Jy J{ _ IJ .. .- -~~= .1. `~ i.?~ i ~J r~ •.j 1 -Z`- ~--- }t -
~ - ,t tI - 1..:= {

,-, `i _~ r.F
:
-_~ ~
._ I t
=

~ 4 -T-
,- r
_
_.
_ } ,:
.
~ '~' }

T
r '~--~i
{

-. +J -i-._
--
. ' ..rl_

.- J. =+. +

~{
{
t~ . +-.r '

- r

« 1 J-.
' r
~
'
t ~ ~

T-i--
t
-
-- ~--L-
rY;t~
r~ .i:-..
~ i
, ,~.
L--
F--
~
~
•-r+ _
1

1
!J ~
~-

L
F

J
~{~'
:'~-r- _
~

• _
_,_
,
..,
i...r.
,
_ .... ~ _ ~ i- tw •-.I_
.
-~._
. __.1_
_I _
.-'.
:
_I "-'
`_ ~
I

-
-•-t ~.
__
-. r+-i
- - _.
.j i -
. _
r t+
~
~ . L
r~
'LT
i rr
._t+ t-r .-
'-r~ 1
1..+~
r-:~
~

,_ _
__ .._
(..
~

_
-

_
i~.~ {

1
"{
-
{

_

.
-
iYi_
-
+
+ f -

_
:
i

-__.L
. *

~_ +

i_1._
"', ,
.-«I I
+-i
1 :--~
y~:
+Y ti

t

-,_~v-

~.~......
.t+., :.
.~ ~
I
F
~+~_.
Y ,
' t-
L
__
:i~ t
-'+-r

'
~,-,.
_I _'..r

a

11
-1-

}~
-
i
.
'~~.
-

'
+

_I
'~
~~
++

-.
-i-
-+.4 -

~
I- 11

i

y
i
-1'._ -

_
1

~
IJ

I
_ h_{ {..
YYt
_

i
1

-

~
r J
4.
L{~

r

-~
1 _

1
{.._

i
~

~h,'
__

rty

i
1..

!
1
l -•
__
_.
~
I

.h..+ •
~
_
,._. i.T... .-
'J-~ -. ~.

t " :
.._r_
-.~ '.~..

• :: I'

_I r ~

L L,.;.

• ,.tom r

: rl
_ _ ~ 1~

r

. .q._.

`
_

r-~-

:

~! I-, t
_ -.
.
_
.I Y- .

~
-
_ _ ._
_ .
-4{
~
f.

i_

~

;
-
_
~ ~} _
-_
~

1, i

~ r
-_ i_ .
:.-. '. ~~ { ri t
1, i I y. ~.
~ , -i-' - 1 '{t~~ .~-' . 1
~ ~.
I
~
I ~r _
"-I 1'
'
~~ _
r' ~ r.. ~ i--' 1. lit
emu
+ - + --
4~ 1++ ~.+.; r

.
- . h
T ~ y I' -
{ ~`'.
: ~ 1
1 ;_ I ' ~ ~
. 1. .
I
~ {. r _ r.

~
- =.+

~i
I- -t1.
- + L +.~_ r~.

, I :
-

T :.~;-
i '-1.
':T_ h
_
I_.1.
_+YJ _ -
'~_'-~+-
T' .r-. r'
r ;
i.~ -
+. __

•
1 r --
I : r -.-
-.L
,_{_ . r.
-i _~.._ +
. 1- ..;

. _
_.`js
rte'

: _
~ ~.
'
- -
-r~
-
~
~ L
1.ty
Li'1

`
_ ..1.
'y
~
i~
r .r'w"
-
~
-
- -
r
r!-h'
'
i. 1
-

~

~
~'1
r-
~
-
t
*

•~

~~
+

~
r

.
.+{y
J
-

I
. Y 1. J
I F. +
~ ~-;-r ,_
y.~ . .-7.-
• ^ :-~

r
t tT
! '+--'

~ ~t - -+ ..-.-.. _ 'T-r
~

-t' I~j - +
-'I' -

tr +rl

r }' l ~ _ _ + _ L+

F'
i
.rt am
-
!

r
.. +
-i1

,. _ y
_
. '
L., _'?'

r
~
r -r~

..
.
+' - ""_t

'. r
~ 1-'_

-,
~.
- i

_
rr ~
~i_~.:
+ -
~;_
T~

, ~
'/
~ tT, +
r '

~ rr~-
_

_
1 -

~
_~. -i-r

- _

• J~

_
_
_

_
+

y 1-+_4
'+..I.L

~
=+
r
-_; -1_
r { ~:.+
+-;-e
+i+

F
J.=1r

-~

_
r:-i._
t .i-
i
`

-
.'_

}
1 1
_}
_
T

- mo.
_
{ .: ,
. -.,_.. _ - I-~ , ~ t. ,.,. ~ ..., ~ ..
_
' _ .,. _. ~t ,- + -.. ~ + :,.._ ~-
i . ;
-{_. a-; y
ri.. - -r
r 1-
r
I - _}:.' i rr ~ ,
-i-+ +~-+
-- -'1 Y
~. ~

.~
-_}. ~"
, .r T_t-~
f,._.
•
.t.i- ~ ,
_. J
r
_-
` ~ :
_F
ty..
L~ ..L1

i
+.L_
I
1' J ~-r.
rr I
t_
I'1-1
,~
-
1
-r -{
,
-'-t ice-}-
i+ Tom.
L l .~~~
.~-7

~ *,A =Y
_.-.1

' ~
7-L
+: }~
jt ~:.
1
~-
'~,
_~
-} ~._
1~ L
1 ___

}
_
j 1
~ i +L i.:

-
~
__
'
.__{.__
1
1. r

+
_r.
~

~
..}
~
+'

{
r_..,.~~
1
~i~
.I
-{

(
T
~ I
~ +

'-
J
L L
_
~.J '1
~.1i
:~
I 1
_
i
.
J '.
...
•-., + ~-~ r-T' ~ : _ . _.~ -. r I-~- .r
--F'- } _
~.
.
_{ ~ -r-I ~ t
, r .
_ _ _ ___ F h.
~ ~
~
yr"
I..~: i- Ft,-
.{.' t -rh 1
~l-- ,~.
+.+ t~- L
y, - y.. + ,
}. +
i r! -
-r~-., l_.__ r t_I. ~. L.;_}:; +}. -~ +4' f~~. .-~ _ + ~ ,_~ T+ ~ 1.. _ Lt y- t ~
±Y- i_h.. -!I ~. ~1 ' t
h1-+- .~.u ~. '+.'~. _ J 1-ir Y-Z_F r }}'}-1~_ _ ~~
l _ yT T _ '
L
_ {
• +.` -
~ .^~'- _'--+'. -LLB _ .l-4 ''
.. 1_

_

"~.
r~ --I-I ty
T- '4 +..' ..~T.

~ Ti1.J - +
l-J _ -I _ :

_

}
:~I,~
- -
t
~

`

yl.+. J
r._
7"{-~ 1T i
I
_
r ~/.
~
_r
fl

1+._
:

+

r- •
+

$il
~
_r F
h- ,-
.L.
*
~
r..
_
i
t ~..

-

!

tTl
-I-

1'+
.
+

1-
-r;

xr-r.
'I:
t
L.. I

I _
'I '!
.. I +

~_'
`

L r
1

r .~
I t

_
_-+

~

:F
~_

t

_
_

L

_

~
{_-
{
i!
A .i
iJ.
1

r, 7
-1.,.+
r '
_

~
~
-~
~~
1

-

'-t
~
- -
+ - 7+- __ •
. - `.r. - - - , i-t -- + }
- - _
_l-~.y t- "_ ter{ ' r1 ' +{. _ T ..i -
T .,_
- I __ Yr.F -il.a - _ i1
- ~

' + -- 'I~t

7
t
- J . ;-F _ -.-~.: ~;_

i ~

~

~ -1-i. r-I -;-+ 7~+ ' -i. -`'+- ~-'-+ `~:i_ ~:r_rl ~. t~. .t~ _ - t-Y. r- :~ . ~t ' LJ_ .

-r ':i..l+ _

-r' CT-I ~-++

' ':.-r

I ~.-i ._y_

{
-!
,- - ~ it
, _
'~'.,
1 r r+ f ~
I _;...
y+
/r r
r -,- -
,+
- -
F
' ~ --F
~
'-
~;_
.-'-
,t
-
L'
"t_
y
--1 i-
_ -+-
+.r dry-
I , rt

~,-
r-{ t-. t ,~+t-

i-r
t;.{. : +-+
+-~+--

rj-
- {+
i~-; I - -

' ~
-

j+~
- _

__
..
1
_
r- -
~
:._.
'+" '-
r

r+~ +'
~
l-L I
.~ {
1 ~
-t.

~
~'

~~t, +1__~

>_

_
'i
'+~
I

_
, L

_
.

_
-

Li

-_
I ~ 7.

~

- T

~ -~
'!.

~-~

+

~

r
~
~~

+-
T'
`

-I
!-T.
-rY-,-r

te
1--Li--
_
"~-

~

1

.
_{
1'
r rrt ~ :_I 1T-^ _ _
-~
r ++ ~-* -~=- 'r
' -
J
.-

'

_-

,
u ~F

~L

_
4
4-- it
l

+

~

-

-

-

t
e
~ , r

.t~ H- -}-' -

~1
-
r r

!'~~
-

~T

i -r'-'r-

i+-'-

'
-

~ ~

+

+J--. t/

. _~-

-~.~'
~1-.-

1 }

_+_{ iy

r

~

`
~

L

I
I f'1 I

I
L L _ I

,
_
-~= +

r

'
-" -~ ~

-

-

r -

µ ,, Y,

~...
-
_
.. _~__ r
_
L 1__.-F ?.
_ _ _
,. r_ _r ~'_. - r t
~" ~~
r
+
--F T
-{- _ ,
~ tf
r- i } ~4_ ++.' _ t' l '
L -
~-`.I' 7 +-_T. r~+-
-+~ -1~-.,'- i
,~
. -{
+-+-
~ ~ ~ :. L. -T
'~
_

-
Y~I ~

_
y L
_ _' L
• i -

~r
- -t r {
... 1
t

'
1.

,.
1

r
{-

.
~ _ -,-~
} ' ~
+
...~..

;.
'i'
~ ,+

-y
.
"'
~ t
.rt
i
_ _}..
L :._..-
~..
' :
; li'
_'~
`_+_
'
,
.
.. _ f ~
--; FI .~.~~ _t. a
r-. -, ,~
~T~ .~:_. ~, ~.. L
i._ , -+.J_ ~- r
_. {1 -
~:
,.y
7 ~-r ~'
.
_
, -, i-;
!-}
i -1- y
t
t
`
t
r
7t
i

T I,~: + 'T
- r~
d-rah-
t1
r~-l-
~I
- I
{ i^ ~ 1 1 -J
- i.L ~ ~ ~ r
-~.1_~ "i r_ }_.. I..~ 11 lr _'r -
-
1
- -
I ^_
I-..
y
J. t
~ 1
_ - ~~~~'
'-T'
+
T
__
i.
~
_
~
~ _
.
J ~ 1 ~i _ _ _
r
1 ~ _ _
r~
.-+-r ~
T-
TI 1-
~
.
r.
+l
-
y
_ 1:.-
F 4~
t. tj~l r _
l . t. _ _ _
,.t.
++ '. ., Ti I'-
~t -[,t .1 1
4
~ ~.-l-i +I'--rr: `7-~:` +~: - 1.' -f'Y- '+- ~ 1'_ -~-;- 1+ ,` + 'j - ~' 1 t-i_'i-:x
t ~ _ _~++-" Y
~ ~ TL =~I~ _ ;..7 _ _rL~ 4_
_ yJ
{~
, - -~~~- f ti.
~ ~-Li _ _ i.
;
_ ~ ~+ ~ I-' ~ 1 , '-t *~ +i" !~ : i ~ a
} 1 I
:l [ ~
' ' L ~ L ~ 1 ~ i .~
t ,
. T t ` - r+-t -
- i _ ~
~ y
' i I ~i L +~T` t ! : '
`~Y r } }
J ~ ; « -
' T - - i 1 t- - r y : • -`t- i++ . _I -L . -Ll~ - _
~ ~ r -
r ~., F ~ -F- _ 1 + ~ - - ~ ` -r r _ r->LM + , t.. ay -..« „, ` I' 1
~' L _'
J
J _ X1-1- + rr + , ~ y--' ~
+ ~~i ~ , ++~ 1_, -t . { , + ' j
_~ _I.
L +;.
:..
,-+ ~ t..T. J 1J_ T
11++-- _ + r ~- -r rt-, - '-,T i.t
• t u.
-
_ F t r-+~ - ' ,--r -F - "I'
___+ i
~ y+ L 1~'=~ + 1. _-
~
~ T" :'I-1 Trt. l
~ - ,-. St f- J - 1 ~ .i-h' -J-' -
L -r 'r
S { ~?- -
~ ~-1-• '`'_
iJ "r_ ir_
~ i-+. _
~ ~_I i _I ~
i 7'-'t. tt
L: i ~-/-}
i _ #
~
! _
~• -1r
7 l Tt
~ ~-~'. ~.y_:_; - ..i i.
: -
I~ _ _~ ~± I tY -' _+ f rl_ tty_ - - .,_I r ._ ~ _+ _ ~ _
- I .r. T
. ~ I _
.- -+-
f '~'-t r li '-
:.Y.+
,, ~... 7 :.
>-_ _
._..~ 1 ~..
iy_.+_ y+ .L;..
~. ~
.~! {-_..
-+-. .1
J T~
;.i . - I _
- +.
- .-1
-
r
~ isT;
. T
!S -L._- y. ~-1-
i-'-t-
+ ~+
-
-
.1-
i t~
+ --t
y-.
-tt }
-1`ii
~. -.,
-h'! I {~'
{~F;-~
i1 rt-I-- --+
-~-L :-f '. ri"!'f
t - Y_-

,
--
,-
~ - - t

,
, r yL

.
L
1}
r1
Y
.
'-`r
._
.~__. t
1
~-_ti

}
...;u
'1

L~'. i ,

~: ~
_
~ ~ _~ -

~ r - r t _

~T:

+ L1- --

~~..-

J..'.

.) h. 1--r

_
i'
ZCT -I. '.1

"~r

Y'.i ~
T'
_

:_L

r1 _

'_~_'-

-ri_` ~, L

4-I-.

+., r1

r_N.

-

:4

~~

_
r'~

'

-
.
•. ~ i I ,.y_ -- :.. • , ~ + .ter.

.; t

-r..f.

I ~

-~

,_
., i.
L.

, .

.
-

r

~

µµ~
L-L-

-

-•- rr

,..~. .`.

f

-
~

T

L

,

r

~

.

r

+ _' I~

I-

t

r.

_

-!-

-

-

a-

~"-.-

-

t

.:-

1 I

t a

+ li
,

_
.

:
.i_ , __ ' _
. r. _ 1-+ _ - ..~ ~-
' 1- f +- _ t , i. - 1 I- ..4 i - .{- L_,._ r_ _ 1--I .-1. _ _,_{ -+

1-i+
- i
~.:
~i
_ - - 1
: _r. - _ __
I _:
f ;-:. -
Y t-^-, .' ~
-i-t `-} -.
,
*~ :-t - i-

+-F F
~ ~-1

1 -
,+
1_j -1 l
~ ~'
t . i -1
r

..111111.~~,
t
~ t.
~ .t.a.}.,
'
H
}
-~.
a
-i- F
7
_
~ ~..~
I.
µ, ~_
to L.L:
t_;.. +-+
~~'.-+-~t _

r
-
'+
Y
~ `-~
~i.i -1- .a_}
,-`t
_ _
~
_

`

r1

-~
~_.
.'-r

~..

_.. L a._
I
+

..

:
T

t_~
,.:.
-

L
J

-; may- .

j-L_.
~
- 'r. ~ _

~ti~ _.

~-r_

i
t. .

1_h

-r

A"Y -
r~
'^
r-
l"

J. t. i I . __

t+_

_,_, ,' _
}
I
.i. L i

T
I __
.,
i
-~}~

J .
_
_-, _
_ ._

r
. .

_
i
+i1.

~_I~i-:

~-L
F
!
~~r_

~rF
T
f+i. _

,i_

_ ,

~

..1.
,

~•
=
+
~~
i
~
L
i
l

,
L!
i ~
~ r L
~~~
L
`~ I
I
~(•
~
t
~
+
'y
L
1 l
'
_
.
r _r
I'-'-'
1
+ -
t
'
~I" '{Y~ Y
+ '.'F'
- 1+7-; .
11_. 1 -
- T.
_-+ . ~~
r ~
-f-r ~• . i_t_ -{.
1=i-- ... .
7_
~ -
F { t.~
tr,- -
~- _ _
- '
~.
j
l
r*'I _
+-'_~ I i
`~ t
'-+-i--•- ri
-~ _I '1_
{- ~ +{ ~ i ~_ 1-t--
' r'- ~
µ r r + -~
~ -r r «-I"~ ~. i-
L ~+ '-r- ~ r- F--r. .. L
{ : 4 : _~ . j-: T JT~~
~ ~ , t .rl _ J -_ _i ~- -L. N-+,-~ - ~ _ ~ i
r I I~ t
~f +'~ -$} :_ j r 1 - h ~ a- -~- -r I t : rt- ,-j- t '! .-r-: - i ' - -!'~+- -
-
+_r

. L }.'_

"
~:
_ '~.

~

r
L 1 :'~ r ~

I i"T

:
I L
_ 1'' F 1 •

_ _

~_~ E' 1-tyr

~

- :.1~ :

' /-'+-r -

L - t ~ Yl

1 ' + ,

S

_.
'
~ .!.. +'1 ~ -
:
_ +r.

:.
. )

~ L"

~ _
4

i r'

T
L
~ t

L

-{ .i~ L

..f
_ L

. +

T- _

-t
! _ _ __ _-+1-

fr

1--f J-

~ rl_.

~ :

?
.
{ .
I .
j

4 1.

~~.~

~
.: __

?a_

~t

_ _ t __.

~~
F
-•- - +r~ -
~ L
+1_ ..
1 .
i. - '-1+- t'r h -i -. _ _ + ' _ . .
. -.
F,.. . _
. ~i
r t _ - 'r+ ~-
f~ -{

-r -±_1 - +1
~
~ 1_ + +y_t _
t ~_}_ ~r .~ : r
~
1
, ' t - + + - 1 !-+- ;"i-
~ i-r.:.~
+ - - r
{ '-+-+
1
r _
-L f-
-,-f t
1 -~ .
-F
-~.
~'-r
'.: i __ t ' 1 {
1 ~-
~ I +
; T
1- -- 1;-tti'
r t i'
- - :-'-~,
'Tr ~- _
#
'
'-h' ~ ?,ter
F - t t * -
-i~ - . $ . I ~ I .~
+-~': - - ,
.
r. - r !~
` { I ~
-:-+ + - ~+ 11-I- iJ._]
4 ~ ~"' ~_
~- r-' ter; T:J ~ ' #~ +I
~ - 1~ I ; : i ~L
~ -y r - '-,-:
T - :-I' -j 7 ^:
a J_r ~ t-
- - r~µ '+ '' +r t -i-{J -^-i- - F'' -~ ~ . _ l.~- --~- r; ~i , _ _L.t T - - -r ;-r F~-
L,_ . ~ ~ JY~'- t T' l 1 rL I 7 I-- `~ t+-1- r '~ +-~ I- .li~ ~:
t_ ~-i~.
: -r-f- `~i-I 11 ,-r -} }-.-.it
~ ` _
. --. - . `
+_ __ .~- _
_ 1' - ~ Y

Y~
:,t
kTT
-' 41'
+'{- i
11 J -• {
} ~1 'I
~-~ -
:-1-~ t
J".r} r }~
-
t J-^
_h -1.. 1.
y_'h ' TT.
1- ~...
:+ -+
-1~ L ~
y.+i t
1 Lr.
-L«
}.
1:- 1.
l _ .1
1-1'-+
j-{-~ rl_ _
y-r' 1 }.:.
1 ~
++ ..+-
'+.
_ ~{
~ li-

~ ~r}~

_
~ il }~_ L +=1.. ~ Y T
r * '~ -

~
-
r - y1 -.J Z 1 1 _ rI L
T~

~ ~r-'I. ~_ 'Y
l ~ { h~
.+ ~ L~ ~~t *.l
1 -ham' 1~ ''~~ 1 7
-
~
_
L
-
._I_~. ..
} -L __
-t_:._h_ l
} _)= TI.-'
T.i+ t
. . t- ..- i.
_ '
h _
_
'_ ~ ;
.1 y
~ : - -
+- ' .
.
}-
-
I
.'t^
~

~
- .
I .
--F~_
a
'_1-Fl.
.
'I }
_ . . i
_}t' -- .
* -
' ~ I1 h= is r+ t=~ _
1 ;'~ i-+' F~
~ . ~ ~- t ;
~
I 4~ V'+ +i +
~ - -- - ' - j=i a"
'
1 ~'- t`~ _4 1
- -`+ I`.
t r .~I
,L _~
~ ~r 1_. :~ ~ ~ ~r i_
_
_ ter.
Tr .~-'' - ' -t
t1' Tr t' -ti ,
-
~ - ~ T. 'r f
L r
.. _ _ 1_L

-,

1
-

1 •
µ,

~ Ia
I-

-
r- T

+ r. ;1
. I,.

' ;' "-

:
__

, j:,

r}+

T.

- -~

_

-r

_
1 ~ _~

:
rj'. ~'

.L

i~
_

rr-E-
_

l-

-
-
1•

+

}
y_

,?- ~

~
~--"

-
~

~^-

-I

-
-'

$

i-r
-:

.
~

?~-
i-+-

~ ~
~?

}-r,"_

k
J-~ F

~}.t
-

- J

i
"'

: _
r-r

i
.._:~1 _I '.L .rt ~. _ ++ _ i ~. _.J '-r _ l;' r I' - -`-I.-Y. r 1-.
+
J _~~.~1 Fl ti
+ * ~_i _+ ~
+ {'-
~
{ --{} ±~-j~'
r I ~ ~+-h - '-h-
} _I_'r - t
T .~ t- '.
i
-L-_ T -itt' - ' ! ~ +_+-'_ i
-
: _ - -~~~ y _ ~ { 1
r
4 +-r.i j _ =T _ _ -
J _l.
1Lt _ _
~ r j
Y-
~ -
",- 1_
+ YJ_ _ _ -L . ~
.__
'
-,
.a_
r -
l
+- .- _ ~_Y J . - , ti 1 _. .:y 1~.~. _ .f. ~--• J_i'- AJ:' .7y+} Y-
y F + +L -t r r 11
~

_

1 L 1
,

. L~

t + ~

a _,1
~~

+ ~
~}+ I

- -
T,

+ I-

t
`
t;

~ -
{~

_
+

-F-=

LT_ . ,~
r
r;
~
7'

-
_F_

~

t
L
tl -
rt
Y. ,
r ,
1~ -
~
~
-T
~
~
'
~

t

I
--

~

L~-r ~
_-I
-
.~.
1
, r
7~

-
r,_
..
~II

.
'
-r + ' T -f -"T
~
_,__
~ T t+
- 1 t , 't _ i ~ J'r' - _ T '-+ r + -
~ i
r +
L. L
~ _ - I ~; -~-
tT ~ T
T -J /-+ ~- __` 1 ..~ _: .... - +I_-T ' + k -L t T` _ , . __ ~ _}1-
+r ~-+ j- t ~ _, ~.
-{ ~ l-_y_
~ IT y. .., .J : +
~ 1-r ~
' ;-r -t . !-F-;- i-' :Y- -r-

~.j=r
f i
~~.T
.f. ~ J..
~ . t+
.ZX- .-4-' : ~
T.T
y--{ I
'~: ' r~~
11 :
-~'- 7 }
f rt -ri-
1-*- -' J-
- --'L,.1
j~i-_~~ {-µ
++ r L
} _ ~~-"+
+
l
i.+' '. -
_
1-~ ,
_
S: t
.1 • .-

`
..+
•-t
L '+-L-
J-' ~.y
••v
_~-{ - ,t
~_
,. 1 + ~ J ! ++..-i
+ i1. -l -{
i _ _ _ _ .i V- tom.
.. _~ ..4.I.J. _

-

.
r
t. _ i.+_.
-: f ~
' ~ - _` ~ ~~
j _ ~ .~-
•
~
~ '_: r , ~
- + ~1 ~ ~
~
i~
~ ;-r ~"i "
J 4 -
H
Li-r• -_ ~~ t
1 '
r L -
~
f _r'
- +
~ } i.
'
, t
~-: +
r i~~y- - l
F T+ _ .t~i
1
-1 +.
+-i
- : -

~ t .
y i
t
r + _ .
_ rt - - µ r ~ r =~-
1.
~ . I. :_I- L ~ . .+L.. 4. ~
L + I I.. `f~- J.
~ . Ti + r*+ I }+' ~r i- - -~ .T r- - '-i ~ rt.l. _ ~
l T;-t r_ - _{ }., .I. ~!. ?.-{-.r1 ~.~[
1r ~ .'i
i ~~
'_`- _ y
x
'.1.. ~.. ,-L., ~.. +._ 1_ r± + t,.. _ _ T ..J__ _ _ '+ T - ++ i r ,FLt - r` - r{-

+
~-, - 1 _;_ _, .r
r` I i
' r i
a
I,
-I ~ ~
- -{-i Y
r~ t ;r
~~$
I r
=
+I
r {--
~+
1 1
~ t-r- J-`
i-+-~, -r,
it
~1 1• - r+l ~+-.~
t'rt --

~
t ~

:.;..
-.
."
, .

r
.:
i.,._
tl_f'
. .1. r
1!
1
...,-y.
't;+
J .J_. -.
+ ~+ r-.:.
.err,
L
J
~_
__..r_
.-•__
}~
'T-i
r._..
~ I'1 ~
F .:t_ ^
.: ~
~ -~-
..;~.
1
r
_i_.~
- ~...' - r.
7 j r
.~
}. _i.
+-1 j.
r I
i::
fir:
~ i+:
..~.
1-
.~

{
i_i.

-

4 ~

~
.t.{.
ii-
r r- J_.
{ I rl '
i:.:
l

I ~
-
~
~
+}. i.
_.!_,
1 '
4..
J i ~
.t.
r_~y
t+-I-

~
__
t'-Y
;-
?

~

1

L

{' I

+
I t,

-

_
..,~, I-
+-
~'-~-!

i~t
}
+_L
1_L'
_i.
t+~-_

i i-.
I_
iy ~
`
I
~;.1
_
..
i.r ~ ~ ,.~. _. ~..
" ti +~.,
- T - -I-
~
. •.-}.
1' 4'.
! }~
~ .-... ,_ ~
`
± - 4 w
. + t . i.l. { lJ i
+ _L_,.
~ i.'
,T
i iL l
-
~ y.++

L
u f :-{~
- TT.
. -. 1 i
~
~ ' 'r+'F
.!~ ~
-' ~
~ ~-
r

~~
~
' ~ . ~ . I .rte - 7J tr. ;.i_ ~ , . i ,~ . ~. r.'~.
J. _ ~ ;'
r ' _
, -
, ii . + _ ~:t ~

t
_
•-

. ~_
«- I

l
.1 4 H
-t-r r. i-~ l
-l, _ ~- _
1-'

I
~ +r+ ~

-
L .~

~
- •_ L-

-

{ .}...

..
-

r

- - ~-

'

1 :-

L*

t - -~..

- +

- + r

.
.
_
~
J.

1 +' •. r
+
+

!

, - h -

,_

_.

+ / -

~

+

~ +

i

~ 1

{.
i

I {

~
i+
_ r

+

.+,.

i -

I
i

r ~

r

i

1

~ _ -H

t

I

~

+ -•~--

~ _

~ i l-L

: _

Y .
. -

- L r

.I ~

~.:1" r +

~ I r

h

I rl

I

r -
'`~ w - . _ `_ ., _ i.~..l. . .. ,.__
r r t . ' ;. .. .. L. :_. i? !' _
r_ , r 1 $ r ~- 1
L. -
• I.;~ : - - t " r' --~-
.
~, _~- _

+
_ _ _ -f._.... 1

-.'
..

is

' {_
7

_ __i-
.-1..

~L -~
c
. 1
;_

~~ t7-:
~ : ;-_r

-I',,h

-

+_~.,.
-

;-•
t :

;.~
+-}

t,
-;

-
.

- +
i - ,
~

_
_L.'

[

-

{-'
-

-i
-i -

1

-rt
'L'i
_
r

~

i
~
_

~' r

~. _

Z
t

,

4,.

.1l
r

-

_

+

~

r..
.h.

.y.r i
.~-

r
1

-
_

'J-i
r ~ •.

!-i~
L
i

~
_....
: ~ - -- ._ .t
_
y
.+.
~-
.:... .
~
~ ,~ , I ;
1
f
: ~
t

i -

' _

,
"i
~

_ I r
~
.. -
+
I ,
-

- i
.
-

- ~

i
I
E I '
.. -~+
J

f
r _..i-
.1-F_ -_
+- -1
_; :
y
r-
~
f , ;-
I
f
-. t
~
~ -
I ~

'
r
+.
{ '
L 1 -

_i - -

:
~
r

~ t

'
{
~ T-:

;T
,_~

~
'--
,_~.
T
ice,
;
r

L

a
_ _
_,'t
f~ , r

1 r+

'1

~~-

+. :

~~y=

j"`

I

~~
`
t ~ , i - i_ , _+ ..+~_
, _ 1 . I . J n ~-i_ - i_ _

~ 4 - ,

+
~ ~
1
' :.:.-I-
' r ' I -
..
{ +
_,-.
r_ •-_ - - .
f ~
f ', -~ h+
^ r ~ ~ _~
- ~
{ ' _"-
'
I , i + I t I
` i ' 1
6 I
~ .11
t,: t r.l.. _
S
! 1 t rT i+ i t
H
..:_ I r - t ;?.i I i
~I-' _
' , ~~ t r I -r. {-#' -i I -
~ y
_ r - -
j _ ~ ~_i.. { _ -
` ,. , -- .,
_ ~ - +-
_
_ r L 1 ~ : . `2 _ I -r -
; ~ ly1 ~T i' ` _ :l
ri, +, ~~ ..t ~;-I
r .. J ~
.
I
J -
-
- r
- ~+
~
I
-
f -
L! FTC
(.. , _ _1 } -
t +
I
I IT-- --
rt - ~+ Iy - r~ 2
^
1 t
~ .. '-
. ~ , .. .. }
_ - : I ~ 1
_
,:
_
r
-
~..J ._- ~ i
_~~ ~:-I 1
~~
I : { ~._
._ {. ~'~ ., L. ~ ~
~ J I..:. ~ .{.. i. .l 1 r" i ~{ y L `• J 7 I ''1 1 - - ~ t `
_
. .
- .. , . .,~
i +.l
- ^ __ + ' _ ' . f ,l 4

I j Y_w ,.~ r I r , tJ
,_ .
. {..
.. , r
... :.. . -
~.. _ ''

._

.,; + ' C I. I
-
- I
- ~[ n

r-

i
:
'_ _. jib'

-t

~':-

l

i_

+..

_

{
_

-rhrt, _

_

.
-

-G.-

:
_ _

- - - + --;
I
,=

--

~-r

,
-

- -

--

-

-`

~

Z
~ I T
'

r

a
_. {
: _
;:!

I
[

.
~

..

,

, .

1 - -
-

r S
Wake County
SR 1379
Bridge No. 311 Over Lake Wheeler
Federal Aid Project No. BRZ-1379 (1)
State Project 8.2408101
TIP Project No. B-3917
CATEGORICAL EXCLUSION
US DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
~ ,~<
DATE Gregory J. Thorpe, P .
Environmental Ma agement Director
Project Development and Environmental Analysis Branch
NCDOT
~ ~~ D ~~
DATE Donald J. Voelker
~'~ Acting Division Administrato , FHWA

y
Wake County
SR 1379
Bridge No. 311 Over Lake Wheeler
Federal Aid Project No. BRZ-1379 (1)
State Project 8.2408101
TIP Project No. B-3917
CATEGORICAL EXCLUSION
April 2003
Document Prepared by
E A R T N `/ T E c N
atyroiwrcRnanawu/// im.coMnwv
r/
Edward B. McFalls, P.E., Project Manager
Earth Tech
for the North Carolina Department of Transportation
Brian F. Yam oto, Unit Head
Consultant Engineering Unit
Project Development and Environmental Analysis Branch
consultant Engineering Unit --
Project Development and Environmental Analysis Branch
~~~ornrurrrrrr`
`2~~o~ESSlp,V9 s
4
• L
c SEA ~ ~
022
O FNGINE~'~QP~'.`,
-,,~~,~yqR p B ~G`,,,~.
\\\\o~awu u u u a»u~a„~i.
``~~~.~`` ~v1RONiyF '~~.,,~~~
~~~,. *- -9~ ,_
~: • JOHN G.
CONFORTI ~z
=v':
_~: REM :n`
" ~~ • 9766 : ~''~
''•N ..
nunu~~
~?~) ~~

SPECIAL PROJECT COMMITMENTS
Wake County
SR 1379
Bridge No. 311 Over Lake Wheeler
Federal Aid Project No. BRZ-1379 (1)
State Project 8.2408101
TIP Project No. B-3917
In addition to the standard Nationwide Permit No. 23 Conditions, the General Nationwide Permit
Conditions, Section 404 Only Conditions, Regional Conditions, State Consistency Conditions,
NCDOT's Guidelines for Best Management Practices for Bridge Demolition and Removal,
NCDOT's Guidelines for Best Management Practices for the Protection of Surface Waters,
General Certification Conditions, and Section 401 Conditions of Certification, the following special
commitments have been agreed to by NCDOT:
Project Development and Environmental Analysis Branch, and Hydraulics Unit.
The stream impacts associated with the project will likely be lower than the 150 linear-foot
(45.7 m) threshold. If it becomes apparent during final design that more than 150 linear feet
(45.7 m) of stream will be impacted, mitigation measures will be considered.
Program Development Branch and Highway Division 5.
Because of the high concentration of highway and bridge construction projects in the study
area, construction phasing will be coordinated with other area projects. TIP Project B-3375-
which carries SR 1375 (Lake Wheeler Road) over the Lake Wheeler spillway-is scheduled
to start construction in FY 2004, which is of particular concern.
Highway Design Branch
The portion of the old causeway that is not needed for the new facility will be removed, is
requested by the Division of Water Quality.
Clearance for the proposed City of Raleigh greenway under the south end of the bridge will
continue to be provided as designs are developed.
Barriers to discourage fishing from the bridge will be explored with the City of Raleigh
during final design. At a minimum, 54-inch (1.4 m) rails will be provided to accommodate
bicyclists.
Inform the City of Raleigh about the construction techniques anticipated to used to build the
new bridge's substructure during final design.
A sidewalk section will be provided across the east side of the bridge and a berm wide
enough to accommodate future sidewalks will be provided along the causeway.

f ~J
Wake County
SR 1379
Bridge No. 311 Over Lake Wheeler
Federal Aid Project No. BRZ-1379 (1) j ~~ , ~ ~ .~ "
State Project 8.2408101
TIP Project No. B-3917
INTRODUCTION: Bridge No. 311 is included in the 2002-2008 North Carolina
Department of Transportation (NCDOT) Transportation Improvement Program
(TIP), Draft 2004-2010 NCDOT TIP, and in the Federal Aid Bridge Replacement
Program. The location is shown in Figure 1. No substantial environmental
impacts are anticipated. The project is classified as a Federal "Categorical
Exclusion".
I. PURPOSE AND NEED
Bridge Maintenance Unit records indicated the bridge has a sufficiency rating of
37.4, out of a possible of 100 for a new structure. The bridge is considered
structurally deficient and functionally obsolete. The replacement of this
inadequate structure will result in safer and more efficient traffic operations.
II. EXISTING CONDITIONS
SR 1379 (Penny Road) in Wake County is classified as "Local" route in the
Statewide Functional Classification System.
Through the project area, SR 1379 has an 18-foot (5.5 m) wide pavement and
6-foot (1.8 m) wide unstabilized shoulders. Existing right-of--way is 60 feet (18.3
m). The horizontal and vertical alignments in the vicinity of the bridge are fair to
poor. The speed limit on SR 1379 near the bridge is 45 mph. Figures 2 shows a
plan view of the existing bridge and roadway.
The existing bridge was constructed in 1956. The superstructure consists of a
reinforced concrete floor on timber joists. The substructure consists of timber
caps on timber piles. The abutments are vertical. The existing bridge consists of
eight spans between 16 and 18 feet (4.9 and 5.5 m) in length. The clear roadway
width is 24 feet (7.3 m). The crown of the roadway is situated approximately
24 feet (7.3 m) over the bed of Lake Wheeler (Swift Creek). The posted weight
limit is 20 tons for single vehicles and 28 tons for trucks with trailers. The bridge
is located in a horizontal curve section of SR 1379. Figure 4 includes
photographs of the existing bridge and its approaches.

The average daily traffic volume on SR 1379 at Bridge No. 311 was 5,000
vehicles per day in 2002. By the design year 2025, the average daily traffic
volume is expected to increase to 13,800 vehicles per day. The projected traffic
volume includes three percent dual-tired vehicles and one percent truck-tractor
semi-trailers. Twenty-five school buses each cross the bridge two times daily.
Bicyclists frequently use SR 1379, though it is not a designated bicycle route.
Two accidents were reported within 500 feet (152 m) of Bridge No. 311 in the
period between January 1, 1998 and December 31, 2000. These accidents
occurred at opposite approaches to the bridge, resulting in the vehicle running off
the road. One occurred in daylight~and the other when dark.
Underground fiber optics line is located on the west shoulder of Penny Road
south of the bridge.
III. ALTERNATIVES
A. Project Description
The project replaces the existing bridge with a new bridge at approximately the
same location. The bridge will carry two lanes of traffic, including bicycles, and a
pedestrian sidewalk across the bridge. Figure 3 shows the typical cross-sections
of the roadway approaches and bridge.
The northbound lane will be 14 feet (4.2 m) wide with curb-and-gutter to
accommodate storm water drainage. There will be a 10-foot (3.0 m) wide berm
on the approaches to accommodate a future sidewalk. There will be a 5.5-foot
(1.7 m) pedestrian sidewalk on the bridge. 54-inch (1.4 m) bicycle-compatible
bridge rail will be provided.
The southbound lane will be 12 feet (3.6 m) wide. The shoulder on the
approaches will be 8 feet (2.4 m) wide, 4 feet (1.2 m) being paved. The shoulder
on the bridge will be 4 feet (1.2 m) wide. Bicycle-compatible bridge rail will be
provided.
The bridge will be constructed with adequate vertical clearance so the City of
Raleigh can construct a greenway under the south end of the bridge in the future.
The proposed design speed is 45 miles per hour (70 kilometers per hour). The
vertical alignment required by the design speed is not substantially increased to
accommodate the greenway. Vertical alignment is controlled by sight distance
(crests by line of sight obstructions; sags by distance illuminated by headlights).
Because of the high concentration of highway and bridge construction projects in
the study area, construction phasing will be coordinated with other area projects.
TIP Project B 3375-which carries SR 1375 (Lake Wheeler Road) over the Lake
2

Wheeler spillway-is scheduled to start construction in FY 2004, which is of
particular concern.
B. Detailed Study Alternatives
Three alternatives were carried forward for detailed study in this Categorical
Exclusion. They are shown on Figure 2 and described below.
Alternative 1. This alternative replaces the bridge just downstream (east)
of the existing bridge, while maintaining traffic on the existing bridge
during construction.
Alternative 2. This alternative replaces the bridge just upstream (west) of
the existing bridge, while maintaining traffic on the existing bridge during
construction.
Alternative 3. This alternative replaces the bridge on its existing
horizontal alignment while maintaining traffic off-site during construction.
The detour is shown on Figure 1. The total off-site detour length is
9.8 miles (15.8 km).
No Action. This alternative consists of short-term minor reconstruction
and maintenance activities that are part of an ongoing plan for continuing
operation of the existing bridge and roadway system in the project area.
C. Preferred Alternative
Alternative 2, replacing the existing bridge just upstream (west) of the existing
bridge, while maintaining traffic on the existing bridge during construction, is the
preferred alternative. Alternative 2 was selected because:
• Alternative 3 is not desirable because of the magnitude of community and
commuter disruption caused by using an off-site detour during
construction.
• It has the least overall natural resources impacts (including impacts to
surface waters) of the build alternatives.
• It has the least right-of--way impacts of the on-site detour alternatives.
• It is the least costly of the build alternatives.
• Many of the structural elements are decaying or corroding. Decay and
corrosion has already reduced the bridge's safe load-bearing capacity.
Although further maintenance activities will slow the decay, the No Action
alternative will eventually require the bridge to be closed.
3

Minimization and Mitigation of Impacts by Alternative 2. The original
functional designs were developed on the assumption the existing causeway
could be widened. To meet the requirements of the Neuse River Buffer Rules
and current 401 Water Quality Certification Rules and address the City of Raleigh
concerns to the lake, the following measures will be taken to minimize or mitigate
impacts:
• New fill into the lake will be limited to a maximum of 0.3 acres
(0.1 hectares) of surface waters (There will be a net of approximately 0.2
acres (0.1 hectares) of surface waters when the existing fill that will not be
used is removed). The bridge length was increased to accommodate this
requirement.
• Existing fill that will not be used will be removed from the lake.
Curb-and-gutter was added to collect storm water from the bridge and
causeway, piping it to an area outside the regulated buffer so it can drain
through the entire buffer prior to flowing into the lake.
Sidewalk was added to the east side of the bridge. A 10-foot (3.0 m) wide
berm was added to the east side of the approaches to accommodate a
future pedestrian sidewalk.
Figure 2d shows Alternative 2-Minimization.
IV. ESTIMATED COSTS
Construction and right-of--way cost estimates for the detailed study alternatives
are presented below in Table 1.
Table 1. Estimated Costs

Alt 1
Alt. 2 Alt. 2
Minimization
Alt. 3
Structure Removal $ 27,000 $ 27,000 $ 27,000 $ 27,000
Structure $ 332,800 $ 397,800 $ 1,203,300 $ 421,200
Roadwa A roaches $ 1,113,200 $ 646,900 $ 672,500 $ 669,900
Detour Structure & roaches Na Na n/a n/a
Miscellaneous and Mobilization $ 554,000 $ 354,300 $ 487,200 $ 369,900
En ineerin and Conlin enaes $ 323,000 $ 224,000 $ 360,000 $ 262,000
Ri ht-of-wa /Utilities/Relocations $ 87,500 $ 83,800 $ 83,800 $ 80,000
Total Cost of Alternative $ 2,437,500 S 1,733,800 S 2,833 800 $ 1,830,000
The estimated cost of the project, as shown in the Draft 2004-2010
Transportation Improvement Program, is $2,400,000 including $200,000 for right-
of-way and $2,000,000 for construction. Right-of--way acquisition is scheduled for
Federal Fiscal Year 2003, with construction to follow in Federal Fiscal Year 2004.
4

r
No residential relocations are anticipated under the preferred alternative.
V. NATURAL RESOURCES'
A. Methodology
Published information and resources were collected prior to the field
investigation. Information sources used to prepare this report include the
following:
• United States Geological Survey (USGS) quadrangle map (Lake Wheeler,
1987)
• United States Fish and Wildlife Service (USFWS) Draft National Wetlands
Inventory (NWI) Map (Lake Wheeler, 1983)
• NCDOT aerial photograph of project area (1:1200)
• Soil. Survey of Wake County, North Carolina (Natural Resources
Conservation Service, 1970)
• North Carolina Department of Environment and Natural Resources
(NCDENR) basin-wide assessment information (NCDENR, 1996)
• USFWS list of protected and candidate species. North Carolina Natural
Heritage Program (NHP) files of rare species and unique habitats.
Water resource information was obtained from publications posted on the World
Wide Web by NCDENR Division of Water Quality (DWQ). Information concerning
the occurrence of federally protected species in the study area was obtained
from the USFWS list of protected and candidate species, posted on the World
Wide Web by the Ecological Services branch of the USFWS office in North
Carolina. Information concerning species under state protection was obtained
from the NHP database of rare species and unique habitats. NHP files were
reviewed for documented sightings of species on state or federal lists and
locations of significant natural areas.
A general field survey was conducted along the proposed project route by Earth
Tech biologists on August 23, 2000. Water resources were identified and their
physical characteristics were recorded. For the purposes of this study, a brief
habitat assessment was performed within the project area of Lake Wheeler. Plant
communities and their associated wildlife were identified using a variety of
observation techniques, including active searching, visual observations, and
identifying characteristic signs of wildlife (sounds, tracks, scats, and burrows).
Terrestrial community classifications generally follow Schafale and. Weakley
(1990) where appropriate and plant taxonomy follows Radford et al. (1968).
' Unless noted, the information in natural resources section of this document is based on
alternatives where the bridge lengths were designed to provide a minimum hydraulic opening,
which environmentally is the worst case.
5

Vertebrate taxonomy follows Potter et al. (1980), Martof et al. (1980), and
Webster et al. (1985). Vegetative communities were mapped using aerial
photography of the project site. Predictions regarding wildlife community
composition involved general qualitative habitat assessment based on existing
vegetative communities.
Jurisdictional wetlands, if present, were delineated and evaluated based on
criteria established in the U. S. Army Corps of Engineers Wetlands Delineation
Manual (USAGE, 1987). Wetlands were classified based on Cowardin et al.
(1979).
B. Physiography and Soils
The project area lies in the east-central portion of North Carolina within the
Piedmont physiographic province. Elevations in the project area are
approximately 300 feet (91.4 m) (National .Geodetic Vertical Datum, 1929). The
topography of the project vicinity is hilly with moderate to steep slopes rising from
Lake Wheeler.
The proposed project is in a suburban area in Wake County approximately
5 miles (8 km) southeast of Cary, NC. Wake County's major economic resource
is light industry. The population of Wake County in 1990 was 592,218 (North
Carolina Office of State Budget, Planning and Management 1999).
Information about soils in the project area was taken from the Wake County Soil
Survey published by NRCS in 1970. The map units in the project area are Wilkes
soils, 20 to 45 percent slopes, and Appling sandy loam, 10 to 15 percent slopes.
• Wilkes soils are mapped along the south shore of Lake Wheeler within
the project area. This soil is well drained and occurs on gently sloping to
steep side slopes in Piedmont uplands. Wilkes soils have no hydric soil
inclusions. In Wake County most of the acreage of this soil is in woodland.
• Appling sandy loam is mapped along the north shore of Lake Wheeler
within the project area. These soils are gently sloping to strongly sloping,
well drained soils of Piedmont uplands. Appling soils are suitable to all
locally grown crops and much of the acreage was cultivated at one time.
Appling soils do not have hydric soil inclusions.
Site index is a measure of soil quality and productivity. The index is the average
height, in feet, that dominant and co-dominant trees of a given species attain in a
specified number of years (typically 50). The site index applies to fully-stocked,
even-aged, unmanaged stands. The soils in the project area have the following
site indices:
• The Wilkes soils have a site index of 70-80 for loblolly pine (Pinus faeda)
and 60-70 for shortleaf pine (Pinus echinata).
6

The Appling soils have a site index of 75-85 for loblolly pine and yellow
poplar (Liriodendron tulipifera), and 65-75 for shortleaf pine.
C. Water Resources
This section contains information concerning water resources likely to be
impacted by the proposed project. Water resources assessments include the
physical characteristics likely to be impacted by the proposed project (determined
by field survey), best usage classifications, and water quality aspects of the water
resources. Probable impacts to surface waters are also discussed, as well as
means to minimize impacts.
7. Waters Impacted
The project is located in the Neuse River basin (NEU2 sub-basin). Lake Wheeler
is an impoundment of Swift Creek, which originates about 8 miles (12.8 km) west
of the project area. Penny Road crosses the upper third of Lake Wheeler. From
the project area, Lake Wheeler extends about 1.5 miles (2.4 km) to the dam.
Lake Wheeler is approximately 500 to 1,000 feet (152 to 305 m) wide in the study
area. Penny Road crosses at a narrow point in the lake formed by a peninsula on
the south shore. A causeway approximately 400 feet (122 m) long extends from
the north shore to Bridge No. 311. The water was clear•the day of the site visit.
The south shore is steeply sloping and vegetated by loblolly pine and sweetgum.
The shore is stabilized with cement near the south bridge abutment. The north
shore is gently sloping and vegetated by water oak and sweetgum. The
causeway extending from the north shore is stabilized with riprap and vegetated
by tag alder.
A 5.5-acre pond is located immediately to the west of Penny Road north of the
lake crossing. The pond and pond outlet are outside of the project area and will
not be impacted by the bridge replacement.
2. Water Resource Characteristics
Surface waters in North Carolina are assigned a classification by the DWQ that is
designed to maintain, protect, and enhance water quality within the state. Swift
Creek (Lake Wheeler) [Index # 27-43-(1)] is classified as WS-III NSW. WS-III
streams are water supply streams in moderately developed areas. NSW refers to
nutrient sensitive waters. These waters require additional nutrient management
to control excessive vegetative and algal growth. In general, pollution controls
require no increase in nutrients above background levels.
The project area is in a moderately developed watershed. Residential and
commercial areas are the most common forms of development. Residential
7

areas are located in or near the project vicinity. Potential threats to stream quality
in this area are agriculture and household fertilizer use, which may increase
nutrient levels.
The Environmental Sciences Branch, Water Quality Section of the DWQ,
conducts basin-wide water quality assessments. The program has established
monitoring stations for sampling selected benthic macroinvertebrates, which are
known to have varying levels of tolerance to water pollution. An index of water
quality can be derived from the number of taxa present and the ratio of tolerant to
intolerant taxa. Streams can then be given a bioclassification ranging from Poor
to Excellent.
There are seven monitoring stations on Swift Creek (four above and three below
the project area) covering a total of 30 miles (48 km). The nearest upstream
station is located about 2.1 miles (3.4 km) from the project area. It was sampled
in July 1995 and classified as Fair. The nearest downstream station is located
about 10.8 miles (17.4 km) from the project area. It was sampled in July 1991
and also classified as Fair. Classification at all seven monitoring stations ranged
from Poor at the uppermost station (March 1989) to Good at the farthest
downstream station (July 1995).
Point source discharges in North_ Carolina are permitted through the National
Pollutant Discharge Elimination System (NPDES) program administered by the
DWQ. Municipal, industrial, and other facilities that discharge directly into surface
waters must obtain a permit. Homes that use a municipal wastewater system or a
septic system, and do not discharge to surface waters do not require a permit
under the program.
There are four permits issued to discharge in tributaries of Swift Creek or Swift
Creek in the project vicinity. The Heater Util.-Nottingham WTP holds Permit
NC0055701 to discharge into an unnamed tributary of Swift Creek about 6 miles
(9.7 km) downstream of the project area. This is a Minor Non-Municipal permit
classified as "Water Plants and Water Conditioning (Groundwater)". Uniprop, Inc.
and Mill Run MHP hold Permit NC0056499 to discharge into an unnamed
tributary of Swift Creek about 6 miles (9.7 km) downstream of the project area.
This is a Minor Non-Municipal permit classified as "Domestic-Mobile Home
Parks." Pope Industrial Park II, LTD holds Permit NC0060526 to discharge into
an unnamed tributary of Swift Creek about 3.6 miles (5.8 km) downstream of the
project area. This is a Minor Non-Municipal permit classified as "Domestic-
Industrial/Commercial". The Indian Creek Overlook subdivision holds Permit
NC0060771 to discharge into Swift Creek about 8.4 miles (13.5 km) downstream
of the project area. This is a Minor Non-Municipal permit classified as "Domestic-
Subdivisions".
8

3. Anticipated Impacts to Water Resources
a) Generallmpacts
Any action that affects water quality can adversely affect aquatic organisms.
Temporary impacts during the construction phases may result in long-term
impacts to the aquatic community. In general, replacing an existing structure in
the same location with an off-site detour is the preferred environmental approach.
Bridge replacement with a temporary on-site detour at a new location results in
more severe impacts, and physical impacts are incurred at the point of bridge
replacement.
Project construction may result in the following impacts to surface water
resources:
• Increased sediment loading and siltation as a consequence of watershed
vegetation removal, erosion, and/or construction.
• Decreased light penetration/water clarity from increased sedimentation.
• Changes in water temperature with vegetation removal.
• Changes in the amount of available organic matter with vegetation
removal.
• Increased concentration of toxic compounds from highway runoff,
construction activities and construction equipment, and spills from
construction equipment.
• Alteration of water levels and flows as a result of interruptions and/or
additions to surface and groundwater flow from construction.
Construction impacts may not be restricted to the communities in which the
construction activity occurs, but may also affect downstream communities. Efforts
will be made to ensure that no sediment leaves the construction site. NCDOT's
Best Management Practices for the Protection of Surface Waters will be
implemented, as applicable, during the construction phase of the project to
ensure that no sediment leaves the construction site.
4. Impacts Related to Bridge Demolition and Removal
Lake Wheeler in the vicinity of the proposed project is a Class WS-III water,
which is by definition a High Quality Water. Therefore, Case 1 applies to the
proposed replacement of Bridge No. 311 over Swift Creek.
The superstructure consists of a reinforced concrete floor on timber joists. The
substructure consists of timber caps on timber piles at 8 feet (2.4 m) centers. The
abutments are vertical. The existing bridge consists of eight spans. The total
bridge length is 135 feet (41.1 m). The maximum potential fill is 67.5 cubic yards
(51.6 cu m).
9

D. Biotic Resources
Terrestrial and aquatic communities are included in the description of biotic
resources. Living systems described in the following sections include
communities of associated plants and animals. These descriptions refer to the
dominant flora and fauna in each community and the relationships of these biotic
components. Descriptions of the terrestrial systems are presented in the context
of plant community classifications. These classifications follow Schafale and
Weakley (1990) where possible. They are also cross-referenced to The Nature
Conservancy International Classification of Ecological Communities: Terrestrial
Vegetation of the Southeastern United States (Weakley et al., 1998), which has
recently been adopted as the standard land cover classification by the Federal
Geographic Data Committee. Representative animal species that are likely to
occur in these habitats (based on published range distributions) are also cited.
Scientific nomenclature and common names (when applicable) are used for the
plant and animal species described. Subsequent references to the same species
are by the common name only.
7. Plant Communities
Four terrestrial communities were identified within the project area: maintained
landscape, Lakeshore, mixed pine hardwood, and old field. Dominant faunal
components associated with these terrestrial areas will be discussed in each
community description. Many species are adapted to the entire range of habitats
found along the project alignment, but may not be mentioned separately in each
community description.
a) Maintained Landscape
This community covers the area along the road shoulders and causeway banks,
and residential lawns on either end of the project area. Scattered trees,
ornamental shrubs, and maintained grasses are located in the lawns. Other
species include rush (Juncus sp.), Japanese grass (Microstegium sp.), morning
glory (Ipomea sp.), Japanese honeysuckle (Lonicera japonica), and a milkweed
(Asclepias sp.). Woody vegetation on the roadsides and causeway is limited to
seedlings and saplings due to maintenance; species present are tag alder (Alnus
serrulata), sweetgum (Liquidambar styraciflua), black cherry (Prunus serotina),
and red maple (Acer rubrum). Schafale and Weakley do not describe this
community.
b) Lakeshore
This community occurs along the banks of Lake Wheeler. Canopy species
include sweetgum, loblolly pine (Pious taeda), red maple, and willow oak
(Quercus phellos). The understory includes flowering dogwood (Corpus florida),
musclewood (Carpinus caroliniana), and American holly (Ilex opaca). Vine
10

species include grape (Vitis rotundifolia), greenbriar (Smilax rotundifolia), and
poison ivy (Toxicodendron radicans). This community is not easily represented
by descriptions in Schafale and Weakley (1990), although it does contain some
elements of a Mesic Mixed Hardwood Forest-Piedmont Subtype. The TNC
classification is most likely I.A.8.N.b.16 Pinus taeda Forest Alliance (A.130). The
artificial impoundment of Lake Wheeler has introduced periodic flooding and a
higher water table that has probably steered the composition of the community
towards species more likely found in piedmont floodptains (i. e., musclewood and
willow oak)
c) Mixed Pine Hardwood
This community occupies the forested areas above the Lakeshore community.
Canopy species in this community include loblolly pine, yellow poplar
(Liriodendron tulipifera), and sweetgum. The understory and shrub strata contain
sassafras (Sassafras albidum), sweetleaf (Symplocos tinctoria), and highbush
blueberry (Vaccinium corymbosum). Vine and herbaceous species present
include Japanese honeysuckle, poison ivy, and Christmas fern (Polystichum
acrostichoides). This community is classified as a disturbed Mesic Mixed
Hardwood Forest-Piedmont Subtype as described by Schafale and Weakley
(1990). The TNC classification is most likely I.A.8.N.b.16 Pinus taeda Forest
Alliance (A.130).
d) Old Field
An old field community is present on the southern shore of Lake Wheeler at a
former park site. In general, the plants within this community are pioneer species
that have invaded~this area following a cessation of maintenance. Dominant trees
are absent due to the young age of the community. Species include loblolly pine,
southern red oak (Quercus falcata), Japanese honeysuckle, lespedeza
(Lespedeza sp.), and milkweed. Schafale and Weakley do not describe this
community. The TNC equivalent is V.A.5.N.c.3 Andropogon virginicus
Herbaceous Alliance (A.1208).
2. Wildlife Communities
a) Maintained Landscape
The animal species present in these disturbed habitats are opportunistic and
capable of surviving on a variety of resources, ranging from vegetation to both
living and dead faunal components. Northern mockingbird (Mimus polyglottos),
starling (Stumus vulgaris), and American robin (Turdus migratorius) are common
birds that use these habitats. The area may also be used by the Virginia
opossum (Didelphis virginiana), various species of mice (Peromyscus sp.),
Eastern garter snake (Thamnophis sirtalis), and American toad (Bufo
americanus). Other species likely to be found in the project area include tufted
11

titmouse (Parus bicolor), Carolina chickadee (Parus carolinensis), eastern
chipmunk (Tamias striatus), gray squirrel (Sciurus carolinensis), and black rat
snake (Elaphe obsoleta).
b) Lakeshore
Beaver (Castor canadensis) and raccoon (Procyon lotor) may be expected here,
along with belted kingfisher (Megaceryle alcyon), Carolina wren (Thryothorus
ludovicianus), and eastern box turtle (Terrapene Carolina).
c) Mixed Pine-Hardwood
Inhabitants may include tufted titmouse, Carolina chickadee, downy woodpecker
(Picoides pubescens), eastern chipmunk, gray squirrel, black rat snake, and red-
backed salamander (Plethodon cinereus).
d) Old Field
Carolina chickadee, tufted titmouse, white-breasted nuthatch (Sitta pusilla), and
eastern kingbird (Tyrannus tyrannus) were all observed in this community during
a field visit. Mammals and reptiles that utilize this community are likely the same
as those found in the lakeshore and mixed pine hardwood communities.
3. Aquatic Communities
Within the project area, Swift Creek is impounded forming Lake Wheeler. The
bed material likely consists of silt. On the day of the site visit, the water was
murky with moderate suspended sediment. No aquatic vegetation was observed.
Fish species likely found in Lake Wheeler include largemouth bass (Micropterus
salmoides), bluegill (Lepomis macrochirus), black crappie (Pomoxis
nigromaculatus), longnose gar (Lepisosteus osseus), common carp (Cyprinus
carpio), and yellow bullhead (Ameiurus natalis). Waten`owl species utilizing this
aquatic community likely include mallard (Anas platyrhynchos), Canada goose
(Branta canadensis), bufflehead (Bucephala albeola), common merganser
(Mergus merganser), and ruddy duck (Oxyura jamaicensis). Reptiles likely found
in Lake Wheeler are snapping turtle (Chelydra serpentina) and yellowbelly slider
(Chrysemys scripta).
4. Anticipated Impacts to Biotic Communities
Project construction will have various impacts to the previously described
terrestrial and aquatic communities. Any construction activities in or near these
resources have the potential to impact biological functions. This section
quantifies and qualifies potential impacts to the natural communities within the
project area in terms of the area impacted and the plants and animals affected.
12

Temporary and permanent impacts are considered here along with
recommendations to minimize or eliminate impacts.
a) Terrestrial Communities
Terrestrial communities in the project area will be impacted permanently by
project construction from clearing and paving. Estimated impacts are based on
the length of the alternate and the entire study corridor width. Alternative 1 is
1,700 feet (518 meters [m]) long and 75 feet (22.9 m) wide. Alternative 2 is 1,329
feet (405 m) long and 75 feet (22.9 m) wide. Alternative 3 is 1,270 feet (387 m)
long and 75 feet (22.9 m) wide. Table 2 describes the potential impacts to
terrestrial communities by habitat type. Because impacts are based on the entire
study corridor width, the actual loss of habitat will likely be less than the estimate.
Table 2. Estimated Area of Impact to Terrestrial Communities
Area of Impact in Acres
Communi Alternative 1 Alternative 2 Alternative 3
Maintained Landsca a 0.97 0.88 0.95
Lakeshore 0.74 0.40 0.55
Mixed Pine/Hardwood 0.27 0.39 0.23
Old Field 0.00 0.18 0.01
Totallm act 1.98 ~ 1.85 1.74
Destruction of natural communities along the project alignment will result in the
loss of foraging and breeding habitats for the various animal species that utilize
the area. Animal species will be displaced into surrounding communities. Adult
birds, mammals, and some reptiles are mobile enough to avoid mortality during
construction. Young animals and less mobile species, such as many amphibians,
may suffer direct loss during construction. The plants and animals that are found
in the upland communities are generally common throughout the North Carolina
piedmont.
Impacts to terrestrial communities, particularly in locations having steep to
moderate slopes, can result in the aquatic community receiving heavy sediment
loads as a consequence of erosion. Construction impacts may not be restricted
to the communities in which the construction activity occurs, but may also affect
downstream communities. Efforts should be made to ensure that no sediment
leaves the construction site.
b) Aquatic Communities
Impacts to aquatic communities include fluctuations in water temperatures as a
result of the loss of riparian vegetation. Shelter and food resources, both in the
aquatic and terrestrial portions of these organisms' life cycles, will be affected by
losses in the terrestrial communities. The loss of aquatic plants and animals will
affect terrestrial fauna, which rely on them as a food source.
13

Temporary and permanent impacts to aquatic organisms may result from
increased sedimentation. Aquatic invertebrates may drift downstream during
construction and recolonize the disturbed area once it has been stabilized.
Sediments have the potential to affect fish and other aquatic life in several ways,
including the clogging and abrading of gills and other respiratory surfaces,
affecting the habitat by scouring and filling of pools and rifFles, altering water
chemistry, and smothering different life stages. Increased sedimentation may
cause decreased light penetration through an increase in turbidity.
Alternatives 1 and 2 will require construction of a new causeway built on fill
material. Aquatic habitat will be lost permanently for the entire length and width of
the causeway as a result.2
Wet concrete should not come into contact with surface water during culvert
construction. Because the stream in the proposed project area is designated as
WS-III water, erosion control methods for high quality waters will be implemented
as included in NCDOT's Best Management Practices for Protection of Surface
Waters and Erosion and Sediment Control Guidelines.
E. Special Topics
This section provides inventories and impact analyses for two federal and state
regulatory issues: "Waters of the United States." and rare and protected species.
1. "Waters of the United States": Jurisdictional Issues
Project construction cannot be accomplished without infringing on the surface
waters. Anticipated surface water impacts fall under the jurisdiction of the
USACE and the DWQ.
Table 3: Jurisdictional Impacts
Alternative 2
Alternative 1 Alternative 2 Minimization Alternative 3
Length 730 ft. 440 ft. 250 ft. 920 ft.
223 m 134 m 76 m 280 m
Area 1.8 acre 0.7 acre 0.3 acre 0.9 acre
0.7 hectare 0.3 hectare 0.1 hectare 0.4 hectare
A total of 75 linear feet (22.9 m) of Lake Wheeler (Swift Creek) is ,located in each
study area. If the final length of impacts to Lake Wheeler is greater than 150
linear feet (45.6 m) or 0.33 acre (0.13 hectare) of jurisdictional area,
compensatory mitigation may be required.
z Alternative 2 Minimization, the preferred alternative, will restore (provide a net increase of)
approximately 0.2 acre (0.1 hectare) of surface waters, because existing fill that will no longer be
used will be removed from the lake.
14

No wetland impacts are anticipated.
2. Permifs
Impacts to jurisdictional surface waters are anticipated from the proposed project.
Permits and certifications from various state and .federal agencies may be
required prior to construction activities.
a) Section 404 of the Clean Water Act
Due to the placement of fill associated with the crossing of jurisdictional surface
waters, it may be necessary to obtain permits from the USACE. A final permitting
strategy cannot be developed until a final alignment footprint has been
determined and final construction impacts are quantified. However, the
magnitude of impacts associated with crossing Lake Wheeler indicate an
Individual 404 Permit may be required by the USACE.
Section 401 of the Clean Water Act (CWA) requires each state to certify that
state water quality standards will not be violated for activities which either involve
issuance of a federal permit or license, or require discharges to Waters of the
US. The USACE cannot issue a. Section 404 permit until 401 certification is
issued. Therefore, NCDOT would need to apply to the DWQ for 401 Water
Quality Certification as part of the permit process. If impacts are less than
150 linear stream feet (45.6 m) and less than 0.33 acre (0.13 ha) of jurisdictional
area, a General 401 Certification applies. However, if impacts are greater than
these thresholds the DWQ will have independent authority above USACE
regulations to require mitigation. Impacts from bridge and causeway construction
exceed these thresholds under either Alternative 1 or Alternative 2. Therefore,
stream and wetland mitigation may be necessary to obtain the 401 Water Quality
Certification.
Alternative 3 construction is likely to be authorized by Nationwide Permit (NWP)
No. 23, as promulgated under 61 FR 2020, 2082; January 15, 2002. This permit
authorizes activities undertaken, assisted, authorized, regulated, funded, or
financed in whole or in part, by another Federal agency or department where that
agency or department has determined that, pursuant to the Council on
Environmental Quality Regulations for Implementing the Procedural Provisions of
the National Environmental Policy Act:
the activity, work, or discharge is categorically excluded from
environmental documentation because it is included within a category of
actions which neither individually nor cumulatively have a significant effect
on the human environment; and
15

the Office of the Chief Engineer has been furnished notice of the agency's
or department's application for the categorical exclusion and concurs with
that determination.
b) Section 401 Water Quality Certification
This project will also require a 401 Water Quality Certification or waiver thereof,
from the Department of Environment and Natural Resources (NCDENR) prior to
issuance of the NWP 23. Section 401 of the Clean Water Act requires that the
state issue or deny water quality certification for any federally permitted or
licensed activity that results in a discharge into Waters of the United States. Final
permit decision rests with the USACE.
c) Bridge Demolition and Removal
Demolition and removal of a highway bridge over Waters of the United States
requires a permit from the U.S. Army Corps of Engineers if dropping components
of the bridge into the water is the only practical means of demolition. Effective
September 20, 1999, this permit is included with the permit for bridge
reconstruction. The permit application henceforth will require disclosure of
demolition methods and potential impacts to the body of water in the planning
document for the bridge reconstruction.
Section 402-2 "Removal of Existing Structures" of NCDOT's Standard
Specifications for Roads and Structures stipulates that "excavated materials shall
not be deposited... in rivers, streams, or impoundments", and "the dropping of
parts or components of structures into any body of water will not be permitted
unless there is no other practical method of removal. The removal from the water
of any part or component of a structure shall be done so as to keep any resulting
siltation to a minimum." To meet these specifications, NCDOT shall adhere to
Best Management Practices for the Protection of Surface Waters, as
supplemented with Best Management Practices for Bridge Demolition and
Removal.
In addition, all in-stream work shall be classified into one of three categories as
follows:
Case 1) In-water work is limited to an absolute minimum, due to the
presence of special resource waters or threatened and/or endangered
species, except for the removal of the portion of the sub-structure below
the water. The work is carefully coordinated with the responsible agency
to protect the Special Resource Water or T&E species.
Case 2) No work at all in the water during moratorium periods associated
with fish migration, spawning, and larval recruitment into nursery areas.
16

Case 3) No special restrictions other than those outlined in Best
Management Practices for Protection of Surface Waters
Lake Wheeler in the vicinity of the proposed project is a Class WS-III water,
which is by definition a High Quality Water. Therefore, Case 1 applies to the
proposed replacement of Bridge No. 311 over Swift Creek.
The superstructure consists of a reinforced concrete floor on timber joists. The
substructure consists of timber caps on timber piles at 8 feet (2.4 m) centers. The
abutments are vertical. The existing bridge consists of eight spans. The total
bridge length is 135 feet (41.1 m). The maximum potential fill is 67.5 cubic yards
(51.6 cu m).
3. Buffer Rules
Pursuant to 15 NCAC 2B .0233, Riparian Area Rules for Nutrient Sensitive
Waters in the Neuse River Basin apply to this project. The rules state that roads,
bridges, storm water management facilities, ponds, and utilities may be allowed
within the 50-foot riparian buffer area of subject streams where no practical
alternative exists. They also state that these structures shall be located,
designed, constructed, and maintained to have minimal disturbance, to provide
maximum erosion protection, to have the least adverse effects on aquatic life and
habitat, and to protect water quality to the maximum extent practical through the
use of best management practices. Every reasonable effort will be made to avoid
and minimize wetland and stream impacts.
Table 4: Estimated Impacts to Riparian Buffers
Neuse Buffer Im acts in Acres Hectares

Alternative 1
Alternative 2 Alternative 2
Minimization Alternative 3
Zone 1 2.15 0.87 1.28 0.52 0.09 0.03 1.29 0.52
Zone 2 0.24 0.10 0.28 0.11 0.06 0.02 0.37 0.15
Totallm act 2.39 0.97 1.56 0.63 0.15 0.05 1.66 0.67
Estimated impacts to the riparian buffers are quantified in Table 4. Impacts to
Zone 1 are based on a buffer width of 30 feet (9.1 m) measured landward from
the top of bank or rooted vegetation. Impacts to Zone 2 are based on a buffer
width of 20 feet (6.1 m) measured from the outer. edge of Zone 1. Since no
temporary detours are being considered all impacts are permanent.
4. Mitigation
In the event this project is authorized under a Nationwide Permit, mitigation for
impacts to surface waters may or may not be required by the USACE. In
accordance with the Division of Water Quality Wetland Rules [15A NCAC 211
.0506 (h)j "Fill or alteration of more than one acre (0.4 hectares) of wetlands will
require compensatory mitigation; and fill or alteration of more than 150 linear feet
17

(45.7 m) of streams may require compensatory mitigation." No wetland impacts
are associated with this project. A total of 75 linear feet (22.9 m) of Lake Wheeler
(Swift Creek) is located in each study area. If the final length of stream impact is
greater than 150 linear stream feet (45.6 m) or 0.33 acres of jurisdictional area
(0.13 ha), compensatory mitigation may be required.
If mitigation is necessary, existing policy guidelines on mitigation sequencing
should be employed. Measures to avoid, minimize, and compensate wetland and
stream impacts should be employed in descending order of priority where
feasible.
Avoidance: Due to the nature of the project, complete avoidance is not
possible. Avoidance takes place during the preliminary design phase of
the project.
Minimization: When avoidance is not possible, impacts should be
minimized. Minimization efforts include use of bridges and reduction of fill
slopes. Utilization of BMP's is recommended in an effort to minimize
adverse impacts. BMP's may include strict erosion and sediment control
procedures, careful containment of oil, gasoline, and other hazardous
materials, and reduced canopy removal within riparian fringes along
streams.
Compensation: Once avoidance and minimization occur, then
compensatory mitigation is recommended for unavoidable losses. The
USACE does not provide exact requirements for mitigation. Each project
is determined on a case-by-case basis. However, the USACE typically
uses the ~ following ratios for different types of mitigation: 2:1 for
restoration, 3:1 for creation, 4:1 for enhancement, and 10:1 for
preservation. Currently the DWQ is requiring at a minimum 1:1 restoration
to mitigate for jurisdictional impacts.
F. Rare and Protected Species
Some populations of plants and animals are declining either as a result of natural
forces or their difficulty competing with humans for resources. Rare and
protected species listed for Wake County, and any likely impacts to these
species as a result of the proposed project construction, are discussed in the
following sections.
1. Federally Protected Species
Plants and animals with a federal classification of Endangered (E), Threatened
(T), Proposed Endangered (PE), and Proposed Threatened (PT) are protected
under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended.
18

The USFWS lists four species under federal protection for Wake County as of
January 2003. These species are listed in Table 5.
Table 5. Species Under Federal Protection for Wake County
Scientific Name Common Name Federal Status
Vertebrates
Bald eagle Haliaeetus leucocephalus Threatened
Red-cockaded woodpecker Picoides borealis Endangered
Invertebrates
Dwarf wedge mussel Alasmidonta heterodon Endangered
Vascular Plants
Michaux's sumac Rhus michauxii Endangered
Notes: Endangered-A species that is threatened with extinction throughout all or a
significant portion of its range.
Threatened-A species that is likely to become an endangered species
within the foreseeable future throughout all or a significant portion of its
ran e.
A brief description of the characteristics and habitat requirements of each
species follows, along with a conclusion regarding potential project impact.
Haliaeetus leucocephalus (bald eagle) Threatened
Family: Accipitridae
Federally Listed: 1967
A large raptor, the bald eagle has a wingspread of about 7 feet (2.1 m). Its
plumage is mainly dark brown, and adults have a pure white head and tail. First
year juveniles are often chocolate brown to blackish, sometimes with white
mottling on the tail, belly, and underwings. The head and tail become
increasingly white with age until full adult plumage is reached in the fifth or sixth
year. An opportunistic predator, the bald eagle feeds primarily on fish but also
takes a variety of birds, mammals, and turtles (both live and as carrion) when fish
are not readily available.
The bald eagle is primarily riparian, associated with coasts, rivers, and lakes,
usually nesting near bodies of water where it feeds. Selection of nesting sites
varies tremendously depending on the species of trees growing in a particular
area. In the Southeast, nests are constructed in dominant or codominant pines or
cypress. Nests are usually constructed in living trees, but bald eagles will
occasionally use dead trees.
Bald eagles currently nest at Jordan Lake, which is 19 miles (30.6 km) to the
west of Lake Wheeler. However, a review of the NHP files did not reveal any
records of bald eagles in the project vicinity.
Biological Conclusion:
No Effect
19

No current records of bald eagle nests exist in Wake County, and no eagles have
ever been known to nest at Lake Wheeler. The last known active nest in this
area was located at Yates Mill Pond, approximately two miles (3.24 km) from the
proposed project site, in 1989. The closest nests known to be active this year are
located at Falls Lake in Durham County and Jordan Lake in Chatham County.
According to Harry LeGrand, bald eagles are occasionally observed at Lake
Wheeler during migration. Eagles do not seem to use this location with
regularity. Furthermore, it is unlikely that eagles from Lake Jordan or Falls Lake
travel to this location to forage.
Earth Tech biologists visited Lake Wheeler on April 22, 2002 to conduct a survey
for bald eagles and their nests. No eagles or eagle nests were observed on the
day of the site visit. Little to no suitable nesting habitat is present. Therefore, it
can be concluded that construction activities associated with the proposed
replacement of bridge No. 311, on SR 1379, over Lake Wheeler will have no
impact on this federally protected species. If eagles are observed near the
project area, construction should be halted until a survey for active nests can be
conducted.
Picoides borealis (red-cockaded woodpecker} Endangered
Family: Picidae
Federally Listed: 1970
The red-cockaded woodpecker is 7 to 8 inches (18 to 20 cm) long with a wing
span of 14 to 15 inches (35 to 38 cm). There are black and white horizontal
stripes on its back, and its cheeks and underparts are white. Its flanks are black
streaked. The cap and stripe on the side of the neck and the throat are black.
The male has a small red spot on each side of the black cap. After the first post-
fledgling molt, fledgling males have a red crown patch. This woodpecker's diet is
composed mainly of insects, which include ants, beetles, wood-boring insects,
caterpillars, and corn ear worms if available. About 16 to 18 percent of their diet
includes seasonal wild fruit.
Open stands of pines with a minimum age of 80 to 120 years, depending on the
site, provide suitable nesting habitat. Longleaf pines (Pinus palustris) are most
commonly used, but other species of southern pine are also acceptable. Dense
stands (stands that are primarily hardwood or that have a dense hardwood
understory) are avoided. Foraging habitat is provided in pine and pine hardwood
stands 30 years old or older with foraging preference for pine trees 10 inches
(25.4 cm) or larger in diameter. In good, well stocked pine habitats, sufficient
foraging substrate can be provided on 80 to 125 acres (32.4 to 50.6 ha).
Biological Conclusion:
No Effect
20

Within the project area, no suitable red-cockaded woodpecker habitat exists.
These birds are not associated with young successional, mixed pine/hardwood
stands, or maintained habitats found in the project area. A search of the NHP
files did not reveal any records of red-cockaded woodpeckers in the project
vicinity. It can be concluded that the project will not threaten this endangered
species.
Alasmidonta heterodon (dwarf wedge mussel) Threatened
Family: Unionidae
Federally Listed: 1990
The dwarf wedge mussel's shell rarely exceeds 1.5 inches (3.8 cm) in length. It's
also the only North American freshwater mussel that has two lateral teeth on the
right valve, but only one on the left (Fuller, 1977). The female's shell is inflated in
the back where the marsupial gills are located. Little is known about the species'
life history and reproductive cycle. Gravid females have been observed from late
August until June (Clarke, 1981). Like other freshwater mussels, this species'
eggs are fertilized in the female as sperm passes through its gills; the resulting
larvae then attach to a fish host. Although this host is still unknown, strong
evidence suggests that it is an anadromous fish, which migrates from the ocean
into freshwater to spawn.
The dwarf wedge mussel inhabits creek and river areas with a slow to moderate
current and a sand, gravel, or muddy bottom. These areas must be nearly silt
free. Four of the existing populations are located in North Carolina. One is in the
Little River (Johnston County); another is in the Tar River (Granville County); and
one each are in two of the Tar River tributaries (Franklin County).
Biological Conclusion: No Effect
A mussel survey was conducted for the proposed bridge replacement on June
29, 2001 by NCDOT biologists. Mussel surveys were conducted at the bridge site
and immediately above and below the bridge site. The survey results were that
the dwarf wedge mussel does not occur in the project footprint. The North
Carolina Natural Heritage Program does not list any known locations within
relative proximity of the project. In addition, Swift Creek is significantly
impounded at the project crossing into Lake Wheeler. The habitat found within
the project area consists of mostly unconsolidated sediments and severely
impounded water, which is not typical of dwarf wedge mussel habitat. In
conclusion, project construction will not affect this species.
Rhus michauxii (Michaux's sumac)
Family: Anacardiaceae
Federally Listed: 1989
Endangered
21

Michaux's sumac or false poison sumac is a densely hairy shrub with erect
stems, which are 1 to 3 feet (30 to 90 cm) in height. The shrub's compound
leaves are narrowly winged at their base, dull on their tops, and veiny and slightly
hairy on their bottoms. Each leaf is finely toothed on its edges. Flowers are
greenish-yellow to white and are 4-5 parted. Each plant is unisexual. With a male
plant the flowers and fruits are solitary, with a female plant all flowers are
grouped in 3 to 5 stalked clusters. The plant flowers from April to June; its fruit, a
dull red drupe, is produced in October and November.
Michaux's sumac grows in sandy or rocky open woods in association with basic
soils. Apparently, this plant survives best in areas where some form of
disturbance has provided an open area. Eleven of the plant's 16 remaining
populations are on highway rights-of way, roadsides, or on the edges of
artificially maintained clearings. Two other populations are in areas with periodic
fires, and two more populations exist on sites undergoing natural succession.
One population is situated in a natural opening on the rim of a Carolina bay.
Currently, the plant is known to survive in the following North Carolina Counties:
Richmond (6 populations), Hoke (3 populations), Scotland (2 populations),
Franklin (1 population), Davie (1 population), Robeson (1 population), and Wake
(1 population).
Biological Conclusion: No Effect
No habitat exists in the project area for Michaux's sumac. A field survey and a
search of the NHP database found no occurrences of Michaux's sumac in the
project vicinity. It can be concluded that the project will not impact this threatened
species.
2. Federal Species of Concern
Federal Species of Concern (FSC) are not legally protected under the
Endangered Species Act and are not subject to any of its provisions, including
Section 7, until they are formally proposed or listed as Threatened or
Endangered. Table 6 includes FSC species listed for Wake County and their
state classifications. Organisms which are listed as Endangered (E), Threatened
('i'), or Special Concern (SC) on the North Carolina Natural Heritage Program list
of Rare Plant and Animal Species are afforded state protection under the State
Endangered Species Act and the North Carolina Plant Protection and
Conservation Act of 1979. However, the level of protection given to state-listed
species does not apply to NCDOT activities.
22

Table 6. Federal Species of Concern in Wake County

Common Name
Scientific Name State
Status Habitat
resent
Vertebrates
Bachman's s arrow Aimo hila aestivalis SC No
Southeastern m otis M otis austrori anus SC Yes
Pinewoods shiner L hrurus matutinus SR No
Southern ho nose snake Heterodon simus SR No
Carolina darter Etheostoma Collis le idinion SR No
Invertebrates
Diana fritilla butterfl S e eria diana SR No
Atlantic i oe Fusconaia masoni T No
Green floater Lasmi ona subviridus E No
Yellow lance Elli do lanceolata T No
Vascular Plants
B S icebush Lindera subcoriacea E No
Carolina least trillium Trillium usillum var. usillum E No
Sweet inesa Monotro sis odorata C No
Sources: Amoroso, ed., 1999; LeGrand and Hall, eds., 1999
Key: T = Threatened, E =Endangered, SC =Special Concern, C =Candidate,
SR = Si nificantl Rare
Bog spicebush does not appear on the January 2003 USFWS list of protected
species for Wake County, however this species is listed by the NC NHP on their
website (last updated July 2001) as a Federal Species of Concern. John
Finnegan, Data Systems Manager of the NC NHP, stated on August 21, 2001
that the NC NHP has one record of bog spicebush from northern Wake County in
1997.
No FSC species were observed during the site visit, and none are recorded at
NHP as occurring within 2 miles (3.2 km) of the project area.
3. Summary of Anticipated Impacts
No impacts to federally protected species are anticipated.
VI. CULTURAL RESOURCES
A. Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historic
Preservation Act of 1966, as amended, implemented by the Advisory council on
Historic Preservation's Regulations for Compliance with Section 106, codified at
36 CFR Part 800. Section 106 requires that if a federally funded, licensed, or
permitted project has an effect on a property listed on or eligible for the National
Register of Historic Places, the Advisory Council on Historic Preservation be
given an opportunity to comment.
23

B. Historic Architecture
A field survey of the Area of Potential Effect (APE) was conducted. All structures
within the APE were photographed, and later reviewed by the State Historic
Preservation Office (SHPO). In a concurrence form dated March 10, 2000, the
SHPO concurred that there are no historic architectural resources either listed in
or eligible for listing in the National Register of Historic Places within the APE. A
copy of the concurrence form is included in Appendix A.
C. Archaeology
The SHPO, in a memorandum dated November 7, 2000 recommended that no
archaeological investigation be conducted in connection with this project. A copy
of the memorandum is included in Appendix A.
VII. ENVIRONMENTAL EFFECTS
Anticipated impacts to the resources in the project area are described in this
section. The project is considered to be a Federal °Categorical Exclusion"
because of its limited scope and insignificant environmental consequences. The
project is expected to have an overall positive impact. Replacement of an
inadequate bridge will result in safer traffic operations.
The project is not in conflict with any plan, existing land use, or zoning regulation.
No significant change in land use is expected to result from construction of the
project.
No adverse effect on public facilities or services is anticipated. The project is not
expected to adversely affect social, economic, or religious opportunities in the
area.
No adverse effect on families or communities is anticipated. Right-of-way
acquisition will be limited. There is one potential residential relocation.
There are no wildlife or waterfowl refuges of national, state, or local significance
in the vicinity of the project. There is one publicly owned park, Lake Wheeler
Park, in the vicinity of the project. Section 4(f) of the Department of
Transportation Act does not apply, because the park is an incidental/secondary
use of the lake. The primary use of the fake is to serve as a secondary water
supply for the City of Raleigh. The project will have no adverse effect on Lake
Wheeler Park. The City of Raleigh, which maintains the park, has been
coordinated with regarding impacts and mitigation measures. There is a
greenway planned for the south end of the project. The proposed project will not
have any adverse effects on the proposed greenway as currently planned. The
24

bridge will be constructed with adequate vertical clearance so the City of Raleigh
could construct a greenway under the south end of the bridge in the future. In
addition, the berm along the east side of the causeway will be wide enough to
accommodate future sidewalks.
The Farmland Protection Policy Act requires all federal agencies or their
representatives to consider the potential impacts to prime and important farmland
soils by all land acquisition and construction projects. Prime and important
farmland soils are defined by the U.S. Natural Resources Conservation Service.
No prime or important farmlands will be impacted by the proposed project. In
addition, the proposed project is anticipated to be limited to the existing right of
way and the land use adjacent to it which is either residential or surface waters.
This project is an air quality "neutral" project, so it is not required to be included in
the regional emission analysis (if applicable) and a project level CO analysis is
not required. The project is located in Wake County, which is within the Raleigh-
Durham nonattainment area for ozone (03) and carbon monoxide (CO) as
defined by the EPA. The 1990 Clean Air Act Amendments (CAAA) designated
these areas as "moderate" nonattainment area for 03 and CO. However, due to
improved monitoring data, these areas were re-designated as "maintenance" for
03 on June 17, 1994 and "maintenance" for CO on September 18, 1995.
Section 176(c) of the CAAA requires that transportation plans, programs, and
projects conform to the intent of the state air quality implementation plan (SIP).
The current SIP does not contain any transportation control measures for Wake
County. The Capital Area 2025 Long Range Transportation Plan (LRTP) and the
2002-2008 Metropolitan Transportation Improvement Program (MTIP) has been
determined to conform to the intent of the SIP. The USDOT air quality conformity
approval for the ~ LRTP was August 20, 1999 and the USDOT air quality
conformity approval for the MTIP was October 1, 2001. The current conformity
determination is consistent with the final conformity rule found in 40 CFR Parts
51 and 93. There has been no significant changes in the project's design concept
or scope, as used in the conformity analyses.
Traffic volumes will not increase or decrease because of this project. The
project's impact on noise and air quality will not be significant.
Noise levels could increase during construction but will be temporary. If
vegetation is disposed of by burning, all burning shall be done in accordance with
applicable local laws and regulations of the North Carolina SIP for air quality in
compliance with 15 NAACO 2D.0520. This evaluation completes the assessment
requirements for highway traffic noise (23 CFR Part 772) and for air quality
(1990 CAAA and NEPA), and no additional reports are required.
An examination of records at the North Carolina Department of Environment and
Natural Resources, Division of Water Quality, Groundwater Section and the
Division of Waste Management revealed neither underground storage tanks,
25

hazardous waste sites, regulated or unregulated landfills, nor dump sites in the
project area.
Wake County is a participant in the National Flood Insurance Regular Program.
Bridge No. 311 is located in a Federal Emergency Management Administration
(FEMA) 100-year emergency flood hazard zone. The bridge location is in a
detailed study area. Figure 5 shows the 100-year emergency flood hazard zone
in the vicinity of the bridge. The proposed replacement of the bridge is not
anticipated to affect the 100-year floodplain.
On the basis of the above discussions, it is concluded that no significant adverse
environmental effects will result from implementation of this project.
VII. PUBLIC INVOLVEMENT
A Citizens Informational Workshop was held from 4:00 p.m. to 7:00 p.m. on
August 16, 2001, at the Lake Wheeler Waterfront Program Center in Wake
County. The Citizens Informational Workshop was a "drop-in" style workshop
giving citizens an opportunity to meet "one-to-one" with project team member to
ask questions and provide comments. The workshop was announced through
advertisements and articles in the Raleigh News and Observer, a newsletter
mailed to property owners in the project's vicinity, and a letter to local public
officials. Approximately 60 people attended the workshop. Comment sheets were
received either at the meeting or by mail afterwards.
Comments received at the workshop and later by mail expressed concern
primarily about the magnitude of community and commuter disruption that
Alternative 3 may provide.
VIII. AREAS OF CONTROVERSY
There are no areas of controversy on this project.
IX. AGENCY COMMENTS
United States Department of Agriculture: Natural Resource Conservation
Service. The Natural Resource Conservation Service has no comment at this
time.
North Carolina Wildlife
Commission conducted a
threatened or endangered
several general comments.
Resources Commission. The Wildlife Resource
review of the project and is not aware of any
species in the project vicinity. In addition, they had
26

City of Raleigh. NCDOT and FHWA have had detailed consultations with the
City of Raleigh Parks and Recreation Department staff concerning potential
impacts and minimization, with the latest meeting on February 26, 2003. The City
noted the following at the meeting:
• Concern regarding the project's impacts to the capacity of the water
supply reservoir has been addressed. NCDOT anticipates less than 0.3
acres of surface waters will be impacted. In addition, the portion of the old
causeway that is not needed for the new facility will be removed.
• Clearance for the proposed greenway on the south end should be
provided as designs develop.
• The City is concerned about people trying to fish off of the bridge. A
proposed 54-inch rail may limit fishing, however, if possible, we would like
to see an even higher railing used.
• The City is concerned about turbidity and emphasizes the need to
minimize it. We requested NCDOT to inform us of the construction
techniques anticipated to used to build the new bridge's substructure.
• The City agreed with the concept of providing a sidewalk section across
the bridge and a berm wide enough for a future sidewalk on the
causeway. We also agreed with the 4-foot paved shoulder on the
southbound lane and the 14-foot northbound lane to accommodate
bicyclists.
27

~0,,,
~'~~4 t
e
4~
~~~
~ ~o,o
~.
<<
>~~,, ,:,
13$~ N
SR -
Jesse Penny Hs.
(Study Lisf) ---
Ra•1
lpanrY
0
Herman Green~iTs.
(Study List)
A~
~~
5~
-RIDGE -SITE . ~ `'~~~'~~~`~~_
~Y}~:.
,. a `;...
.. p,:.,.
`H~.•
.:~.'
i•
y`
I
~ _.
,~
a•
~~~ ~~~
~~ ,~
~~~
l ~~
-~
~.,
. -;~~
= North Carolina -Department of Transportation
' Division of Highways
Project Development and Environmental Analysis Branch
FIGURE 1
VICINITY MAP
REPLACEMENT OF BRIDGE NUMBER 311
ON SR 1379 OVER LAKE WHEELER (SWIFT CREEK)
WAKE COUNTY
TIP NO. B-3917
0.5 0 0.5 1 Miles
-

Z =
O u
<~
2
e
a~e m a
h

~~~~
J y W J Z

y~ W
OOC~iZ ~ NW O n Q
~
OG 03 W
'r W
~
,
ee
~ ~ ~ 0
V ~
r- W N pG
O
zW~if
Apo
Y `°g J Z
O Q ~
(7

~ ~
Z cc
W ~
~ Q W~ ~
a
'^ o 3 coo
~ ~ J
\
l_ ^ ~ Q

- V m u
O ~- '^

~ ~ ~
-~
~` O
~ z
~ NI
0
z
N O
~ N~
O E-
U
w

N ~ Z =
o
~
~
o
~~

~
Q
Z o
~- _
J ~
~ 00 ~ ~-- J
O Q Q
MATCHLINE ~ U
~ O
~ O Q J
U ~
~ ~
~ ~

~
p
~ J
Q
o a a ~
~ ~ o ~
~ ~ ~ ~ ~
`~' `O a z
~ o
~ ~
~ a
~ U
MATCHLINE ~ ~
cn N ~--a
~ ~ O cn
~ r O O cn
O oo Q
~ Q 0~~~ J
o t.f)r-MN U
~ Q
~ J
Q
U N L~ Z
'-' O N O
~ 0 0 .~
~ N N f-
Q J ~- C~
~ f-- ~- a v~ z
'- o o ~ ~- ~
aaoF- ~

U_
~J = u
O
O
~ ~ a- O ~<m ^

Q ~ J ~ _t
Z~Zy Z
~~

c ~ ~ZWJ
~~0~.~
~
N W 1\
~W O
~_ ~ ~ ~~oa = Z= V a M
~ L~ O J p~~
~ 03 W~ W
I
Z W
~ ~Z
ZWG~ O ~w H
MS J ~ ~
J
v Q -~-; Z W o V Z C7

O
~~ <~~
o d~ Y
Q Z~ ~
W j a F
LL
I ~ W ~ p
O
~ W
~ ~ _
O~ Q
N
~ -p ~
~ m vVi
J
w ~
0
~ ~
~ ~ O
h ~ o Z
~~ U ~
4- D
N,~
o O
~
~,
O~
N

~ ~ ~
N
~
~ -D
_~ ~
~ ~
~ W

Q Q ~ ~

~~ ~ ~
w
Q
Q
~.
~ ~
N (n J
~ u / N Q
- ~ Z U
N
~ ~ O O
J

°
~ z
01 z
z ~ o 0 ~
~
~ o~
~_ ~
Q ~ ~
Q
~~ ~~ ~ ~~ w
zw
Q~ ..

~ ~Q
`-' ~ J z
ter- a o
U ~-
~--
~ a
~ U
~ ~
s. ~

0 o cn
0 o cn
~ ~ o~ a
N Q O M b~ ~ J
a.~ ~ ~<-r~N U
w
~ ~
~
m ~
~
Q J of Q

-~ a~ ON O
- w c~ LL O O ,-,
U -~ Q _ , ~-L- N N F-
~ ~ W ~ J I- U
F- ~- Q cn z
Z
z
Q Q Q ~ ~- L_t_
N
~
0

W ~
N Q Z N
O O
~
C~ ~
N
~
0

~~
~~

3 o

,.. ~~', : .. r ~ x,. r _ € .
..,
..,,~,, e .rr'~ ,,
~, ..
n ~-- g,.
.- r m~ ,
~ ~
i
'~ ' ~ ~
e .~. ~r «t
:rc
y.. ~ !i
_ '~ ~
.. „, ~
"'
y n
a ~; ,
S ^«. ~ p f
• ~,w3 r~ ~ n.., rr„
r
~~~ .
}~..
~s~taw:... ~ ~ ~ ~~ ~ _.
tM~ ... ,, '; 't Lam.. `` ,< ,%"'i+RN,
r.
,., <
':,~c~3<ir~g n~rtl~ ~t the bridge.
u~stre~t~n side caf the ~~ri:~ge.
ortl; ~:ara[ina - ~~~a; ~rr~e ~i of Tra~sp~;:~taii~; ~
D=U~isicsn c~~ i-(i~~~s~ravs
;~ t,je ~vei ~~~:~ri a c
~ erc .,.. ~,~a~~r~ su ~: _
IG~3r ~
.? ~~ i 3?'~ ~~!~~', LAS ~~`~!-iE~~~rt
{~.V~,~T Cr~E~4~
TIC ?~.'~-3°"?

i.

,~ pF TR,a,,_
~ ~ ~~0°9„ U.S. DEPARTMENT OF TRANSPORTATION
o ~ y Federal Highway Administration
~~ 310 New Bern Avenue, Suite 410
Raleigh, North Carolina 27601
~A~ ~ °~ June 2, 2003
IN REPLY REFER TO
HO-NC
Mr. John G. Conforti, REM
North Carolina Department of Transportation
Planning Development & Environmental Analysis
Raleigh, North Carolina
Subject: Categorical Exclusion for B-3917 (Penny Road over Lake Wheeler) Wake County
Dear Mr. Conforti:
As per our previous discussions, Lake Wheeler is primarily used for water supply, not
recreational purposes. Therefore, it does qualify for 4(f) considerations. ff you have any
questions, please call Jake Riggsbee of this office at [phone] ext. 102.
Sincerely yours,
~ ; ~%LJ ,
For John F. Sullivan, III
Division Administrator

USDA
ii
nited Skates
epartment of
griculture
atural
esources
onservation
ervice
405 Bland Rd.
uite 205
aleigh, NC 27609
319) 873-2134
Mr. John Conforti
Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Mr. Conforti:
October 30, 2000
Thank you for the opportunity to provide comments on Bridge Group XXVI II brid e
replacement projects listed below:
TIP Project
No. County Bridge
Number Road Carried Stream Crossed
B-3643 Granville (72 ~ SR1004 (Providence Rd.) Hachers Run
B-3644 ~ Granville 226 SR1120 (Veasey Rd.) Knap of Reeds Creek
B-3645 Granville 201 SR 1435 (Davis Chapel Rd.) Little Grassy Creek
B-3653 Halifax 162 SR1450 (Branch Rd.) Chockoyotte Creek
B-3853 Halifax 82 NC561 Marsh Swamp
B-3702 Vance 19 SR 1305 (Barker Rd.) Flat Creek
B-3915 Vance 21 SR 1303 (Hicksboro Rd.) Flat Creek
B-3521 Wake 273 ~ SR 1006 (Old Stage Rd.) ~ Middle Creek
B-3523 Wake 525 SR 1300 (Kildaire Farm Rd.) Swift Creek
B-3530 Wake 174 SR 2320 (Riley Hill Rd.) Buffalo Creek
B-3703 Wake 317 SR 1404 (Johnson Pond Rd.) Middle Creek
B-3704 Wake 108 SR 1834 (Norwood Rd.) ~ Lower Bartons Creek
B-3705 Wake 125 SR 2045 (Burlington Mills Rd.) Smiths Creek
B-3917 Wake 311 SR 1379 (Penny Rd.) Lake Wheeler (Swift
Cr.)
B-3918 Wake ~ 127 SR 2044 (Ligon Mill Rd.) Tom Creek
The Natural Resources Conservation Service does not have any comments at this time.
Sincerely,
::~3 a `~C ~b f~t~-f-~
ry
State Conservationist
The Natural Resources Conservation Service works hand-in-hand with the
Ameri,^,an people to conserve natural resources on privake land AN cOUAL OPPOP.TUNITY EdAPLOYER

h;,CWRC.HCP,FALLS-LAKE TEL:[phone] Oct 08'01 10:11 No .001 P.02
~' ~ 71
~I North Carolina~Xlildli.fe Resources Commission
Charles R Fullwood, F.u~tucive Duector
TO: Yvonne G. G. Howell, PE
Earth Tech
FROM: David Cox, Highway Project C r f
Habitat Conservation Prograaa ';
DATE: October 8, 2001.
. ,
SUBJECT: NGDOT 13ridge Replacements in :Granville, Halifax, Vance, and Wake counties
of North Carolina. Tll' Nos.. B-3643, B-3644, 8-3645, B-3G53, B-3853, B-3702,
B-3915,13-3521, B-3523, B-3330, ~-3703; B-3704, B-3705, B-3917, and B-3918.
Biologists witi~ the N. C. Wildlife Resburc~s C;om~rission (NCWRC) have reviewed the
information provided and have the following preliminary ~cornments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.t:.. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 1G
U.S.C. G(il-GG7d).
On Midge replacement prof acts of this scope our standard recommendations are as
follows:
We generally prefer spanning structures. Spanning structures usually do not require
work within the stream amd~do not require.~troarn channel realignment. 1'he horizontal
and vertical clearances provided by bridge allows for human and wildlife passage
beneath the structure, does not block fish-p~ss~ge, aad does nol block navigation by
canoeists and boaters.
2. Bridge clock drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or emtering into the stream.
4. If possible, bridge supports (bents} should aot be placed in the stream.
5. If temporary access roads ~r detours Are eclnstruetPd, they should be removed back to
original ~-o~.~nd elevation. imm$diately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with s spacing of not more than 20'x 10'. If possible, when using ~cmporary
structures the area should be cleared but not grubbed. Clearing the area with chaiTl
Mailing Address: Division of Tnlan.~t Fisheries ~• 172 t M:.i1 Se~rce Center • Raleigh, NC 27694-1721 -~
Telephone: (919; 733-3633 exc. 291 • Flat: [phone]

t~CWRC~HCP,FALLS LAKE TEL=919-528-9839: .,;~ Oct 08'01 10:12 No .001 P.03
~.
Bridge Memo 2 =- October g, 2001
saws, mowers, bush-hogs, or other mechatized.equipment and leaving the stumps and
root mat intact, shows the area to revegetate nahtrally and minimizes disturbed soil.
~; ~. ,
6. A clear bank (riprap free) area of at.least' 10 fa"et should remain on each side of the
steam underneath the bridge.
..
7. In trout waters, the N.C.:llVildlife Resources Ccamnussion reviews sll U.S. Army
Corps of Engineers nationwide. and generaY _`404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require aia individus~i `404' permit.
8. !n strcarns that contain threatened ortendangered species, NCDOT bialogisl Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species may be
required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requiremoAts of this Endangered. Species Act as it relates to the project.
9. In streams that are used by anadmmous fish, the NCDOT .official policy entitled
"Stream Crossing Guidelines for Asnadromous Fish Passage (May 12, l 997)" should
be followed.
f- _ -
I0. iu areas with significant.,risheries for sLUifish, s?asonal exclusions may also be
recomrncnded. :;; . ;, ..: ` :~ .
11. Sedimentation and erosion control measures suffitcient to pmtect aquatic resources
must be implemented prior to any~ugid distuzbing.activities. S~.uctures should be
maintained regularly, ospeeially following rainzall events.
i 2. Temporary or permanent uatbaceaus yegeistior. should be planted on all bare soi 1
within ] 5 days of gmund ciis~~turbing activities tc~ provide long-term erosion control.
13. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, c<ofiecdams, or.other diversion structures should be used
where possible to provertt excavation iii flowi~ wator.
14. Heavy equipment should be operated fl9om the bauak rather than in stream channels in
order to minunize sedimcmtation and reduoe the likelihood of introducing other
pollutants into streams. ~ _ ~.
15. Only clean, sediment-froo rock should be aced as temporary fill (causeways), and
should be removed without excessive dishubauup of the natural stream bottom when
construction is complete.
16. During subsurface investigations, equipment should be inspected daily and
maintained to prevent cot?.tar,~ination of.si~xfare waters from leaking fuels, lubricants,
hydraulic fluids, or other,t,~xic materials.
If corrugated metal pipe arches, reinfatced. ~a~acrete pipes, or concrete box culverts are
used:
The culvert must be designed to allow for ftsh passage, Generally, this means that the
culvert or pipe invert is ba~riEd at bast 1;fo~-t below the natural stream bed_ If
multiple cells arc required the socvnd aud/c~r thud cells should be placed so that their
bottoms arc at stream bankful stage (similaF to Lyonsfield design). This coulii be

N'%WRC;•HCP,FALLS LAKE -TEL=919-528-9839 ~ Oct 08'01 10=12 No .001 P.04
~.
Bridge 1Vlemo ~ ; ~ ~ 3 ' ; . ~ ?! - October 8, 2001
~.
accomplished by constructing a low sill on the upstream end of the other cells that
will divert low flows to tano#her eell.~`s will allow sufficient water depth in the
culvert or pipe during normal flown to accomtttodate fish movements. If culverts arc
long, notched baffles should be placed. in reinforced concrete box culverts at l 5 foot
intervals to allow for the collection of sedimenra in the culvert, to rc;duce flow
velocities, and to provide resting places~Por ns~ and other aquatic organisms moving
through the structure.
2. If multiple pipes or cells a*e used,: at least onQ ~ilee or box should be designed to
remain dry during normal flows to allow for wa.ldlife passage.
3. Culverts or pipes should. be situated so that no channel realignment or widening is
required. Widening of the stream channel at the;. inlet or outlet of structures usually
causes a decrease in water velocity causing, sediment d®position that will require future
maintenance. , ~ Y:
4. Riprap should not be placed on the stream 'oed..
In mast casts, we profer the replacement o~th~ existitrg structure at the same location
with road closure. Ifroad closure is not feasible,s~'te~nporary detour should be designed and
located to avoid wetland impacts, minimize tlxe.ne~d for efearing and to avoid destabilizing
stream banks. IC [he structure will boon a ne~v alignmant th.s old structure should be removed
and the approach fills removed from the 100-yeaz floodgglain. Approach fills should be removed
down to the natural ground elevation, the aroa.should b, st~-bilized with grass and planted with
native tree species. If the area that iE t~oclaim~i_~as'previ~~uslywetlands, NCDOT should restore
flit area to-wvti~~~cIs. ll~~az~5sfai, ri`~e site ma;1:'b ua:=i ag wo an rr~ttlgatron or the subject
project or other projects in the waterslat.ti: , '
Project specific comtxients: '
1. B-3643 -Granville County - Bridgr~ No. 7?,' over .~tehers Run. Standard comments apply.
We are not aware of any threatened of en~angez~e~. ape-Dies in the project vicinity.
2. B-3G44 -Granville County -- Bridgo No. 226over.l{n . of Reeds Creek. NCDOT should be
aware that NCWRC has desi~trated NCW~C ~amolanc~s:in the vicinity of this bridge.
Impacts to gameland propertnos should bo ~vo;dad. There are also records of state listed
mussels upstream of the project. 3"herefore, dim to, the potential for impacts to listed species
we request that NCDOT perform' a rnussal survey prig to the construction of this bridge.
3. B-3645 -Granville County - Brid&e No.:01 ovex Iatti~e~GrassY Creek. Standard comments
apply. We arc not aware of any threatened o.f endangered spectea in the project vicinity,
4. B-3653 -Halifax County- Brid~,e No. I62 ~aver:(.~ockvyotte Creek. Duc to Qie potential for
anadromous fish at this location, i~iCDOT sYa~aa~r~ 4losoiy follow the "Stream Crossing
Guidelines for Anadromous Fish f'assa~e", This ;uculudes air in-water work moratorium front
February 15 to June 15. We are not Awars af'auy tbreatorred of endangered species in the
project vicinity. Standard wmtnonta apply.;. :~
5. B-3853 -Halifax County -Bridge No. 82 overMaJrsh Swamp. Standard comments apply.
We are not aware of any threatened of endangered ~pe;ci~:~ in the project vicinity.
,~ ~';
• .. • ~
R

MLWRC;~HCP~FALLS LAKE TEL~919-528-9.859` `!~ 'Oct 08'01 10.13 No .00.1 P.05
;;
;,..
'~;
Bridge Memo 4~~. ~ + ~ October 8, 2001
• , J .~ , 4. ;;~:
- F~ : ,~
6. B-37U2 -Vance County -Bridge No. 19'over Flat Creek. Standard comments apply. We
are not aware of aay threatened of endangered spxies~iri the project vicinity.
7. B-3915 ~• Vance County-Bridge No Z~ `over±Plst Ci~ek. Standard comments apply. We
are not aware of any threatened of enda~gored species i.~a the project vicinity.
8. B-3521-Wake County-Bridge No 273 over~Middle creek. Due to the potential for
anadroinous fish at this location; NCDO`T aliould closely follow the "Stream Crossing
Guidelines for Anadromous Fish Pasasg~".:This includes an in-water work moratorium from
February 1 S to June 15. There ate also records df statelisted mussels upstream of the
project. Therefore, due to the potential fQr impacts to listed species we request that NCDOT
perform a mussel survey prior tp the construction of this bridge. Standard comments apply.
9. B-3523 -Wake County-Bridg:l~To. 525 ~over~8'wift Creek. Standard comments apply. We
aze not aware of any threatened Af endangered species in the pmject vicinity.
;,
10. B-3530 -Wake County -Bridge No. 174~ovcr 13uffalo,,~reek. Standazd comments apply.
We are not aware of any threatened of eA~gered spei;ies in the project vicinity.
' .~ 1. R
11. B-3703 -Wake County - Hridge'No. 313 over Middla.Creek. There are records of state
listed mussels upstream of the project. ~"herefare, due to the potential for impacts to listed
species we request that NCDOT perfomn;a mussel survey prior to the construction of this
bridge. Standard comments apply.
12. B-3704 -Wake County -- Bridge IVn. l Og cr~ie Lower BFirtons Creek. Standard comments
apply. We are not aware of any threatened t~f ~n{iangor.fd species in the project vicinity.
13. B-3705 -Wake County -Bridge No. 1'2.~:~~ave~ cn~iths, C.3ok. Standard comments apply.
We sire not aware of any threate~oct of ea~ahg~-,re! species in the project vicinity.
;.
t d. B-3A17 Wnlco County - Bai~l~~ No. 311. over Lazo Wheeler (Swift Creek). Standard
comments apply. We are not aware of anX,tbro~.tened of. endangered species in the project
vicinity. .
. t
15. B-3918 -Wake County - Bridge:No..12'~~ver:Tom Creek. Standard comments apply. We
are not aware of any threatened of endaag~ered species ire., the project vicinity.
We request that NCDOT routin!:Iy minimze~'~dverse'impacts to fish and wildlife
resources in the vicuuxy of bridge replaeemonts. 'Tlac NCDOZ' should install and maintain
sedimentation control measures throu~Iiout the lifeof the project and prevent wet concrete from
contacting water in or entering into t1.1e6e streaats; Re,~laceraent of budges with spanning
structures of some type, as opposed tty pipe or bo:~c~ culverts, is recommended in most cases.
Spanning structures allow wildlife pa„a&age aicsn~`str~ambanks,.reducing habitat fragmentation
and vehicle related mortality at highway, erossa~gs,,_ :_~'.
;fY~
If you need further assistance or iafonnstion:~~n~hrC~'~C concerns regarding bridge
replacements, please contact me at (g.19) 528-98$6. ~Thank.Y~,'~ for the opportunity to review and
comment on these projects. ~ ' !,
,r

~„ s
~,~ ~~ 4 `~
s
~.
r ~ ~
. '••~
Vq~ a~„•
.3~1 ~=;;
:~
~~ 1 f: .~-
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
November 7, 2000
MEMORANDUM
To: William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
From: David Brook p~,~ ~=~~t.~.~~~,.,
Deputy State Historic Preservation Officer
Re: Bridge Group XXVIII Bridge Replacement Projects, Wake County, ER 01-7795
Thank you for your memorandum of October 2, 2000, concerning the above project.
We have conducted a review of the project and are aware of no properties of architectural,
historic, or archaeological significance, which would be affected by the project. Therefore, we
have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act
and the Advisory Council on Historic Preservation's Regulations for Compliance with Section
106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above
comment, contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919/733-4763.
DB:kgc
ADMINISTRATION
ARCHAEOLOGY
RESTOR4TION
CTTAVTV R OT ~NNT~1l:
Location
507 N. Blount St., Raleigh NC
421 N. Blount St., Raleigh NC
515 N. Blount St., Raleigh NC
5 ~ 5 N Rlnunt St-. Raleigh NC
v-ti ti~
Mailing Address Telephone/Fas
4617 Mail Service Center. Raleigh NC 27ti99-4617 [phone] 733-8653
4619 Mail Service Center, Raleigh NC ?"699-•1619 ("919j 733-7342 715-2671
4613 Mail Service Center, Raleigh NC 27699-:1613 (9l9) 733-6547 715-=1301
4613 Mail Service Center. Raleigh NC 3"699--Kills (9l9) 733-6545 715-440!

r
t ~
Project Description: Replace Bridle No. 31 l on SR 1379 over Lake Wheeler
Dls~~uvL~
Fe~,lcrul.-{id =BRZ-I. 79(11 TIP YB-:917 Couirn•: Wake ~ ~ Q
~~~_..
CONCURREvCE FOR_~[ FOR PROPERTIES i`10T ELIGIBLE FOR THE CATION, I- I
REGISTER OF HISTORIC PLACES ~ARTH TECH / RALElC
On February 17, ?000. representatives of the
Noah Carolina Department of Transportation (NCDOT)
Federal Hi~hwav Administration (FHWA)
North Carolina State Historic Preservation Office (SHPO)
Reviewed the subject project at
a scoping meeting
photograph review session consultation
other
All parties present agreed
there are no properties over fifty years old within the project's area of potential effect.
[~/ there are no properties less than fifty years old which are considered to meet Criterion
Consideration G within the project's area of potential effect.
there are properties over fifty years old (list attached) within the project's area of potential effect,
but based on the historical information available and the photographs of each property, properties
identified as ~ ~ - ~ are considered not eligible for the National
Register and no further evaluation of them is necessary.
~/ there are no National Register-listed properties located within the project's area of potential effect.
Signed:
~1 .;1~'.l~..r
Representative. CD T Date
FHWA, for the Division A
ministrator. or other Federal A;~ency
Date
z /' z
Date
Z~2 ~/2o a c;
Representative, SHPd ~
~-
-,
~ J ~i
L~ ~ / ~ ~ ~ ~
State Historic Preservation Officer

~•
G~it~ Cif ~alei~h
.cNorth Goarolina
February 12, 2002
Mr. John Conforti
NC Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548 .
Subject: Designs for the replacement of Bridge # 311 on SR 1379 over Lake Wheeler, TIP Project B-3917
Dear Mr. Conforti,
The following response is provided to address the impact this project will have on Lake Wheeler Park as
outlined in Section 4(f} of the U.S. Department of Transportation Act of 1966. Lake Wheeler Park is an 865
acre park (including the lake itself} that provides water-related recreation activities for the general public. The
lakes(pazks).primary use is as a water supply source for the City. The seconda>,y use is to provide recreation
opportunities.
In order to accurately review the effects that this project (all three alternatives] will have on Lake Wheeler Park
we require additional information for our Departmental review:
1. Please provide the limits of construction for this project in both land and water areas.
2. Please provide additional details on how the fill in the lake will be constructed.
3. Please provide details/information if the lake water level is proposed to be impacted by your work.
4. Extending the guard rails and adding "No Parking" signage along the bridge to eliminate roadside
pull-off parking in this area should be considered.
5. Please provide section details of the bridge showing the height of the bottom of the bridge above the
lake water level.
6. The City of Raleigh would like to retain a permanent "Right To Access" easement beneath the
bridge for potential future greenway trail conections.
Please contact Matt Phillips @ 890-3293 when you have compiled this information and a meeting can be
scheduled for further review of this project.
Sincerely,

~--.
Jack C. Duncan
Director, Pazks and Recreation Department
OFFICES •222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
Recycled Paper

G`'itr~ Uf ~alei~h
.~JYorth G`'arolina
Mr. John Conforti
March 25, 2002
NC Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service (,enter
Raleigh, NC 27699-1548
Subject: Replacement of Bridge # 311 on SR 1379 over Lake Wheeler, TII' Project B-3917
Dear Mr. Conforti,
The City of Raleigh Parks and Recreation Department staff has completed review of the three proposed
alignment alternatives for TIl' Project B-3917, the replacement of Bridge number 311 on Penny Rd., as
submitted by NCDOT and EarthTech Engineering. Please note the following Parks and Recreation Department
comments concerning this project:
1. Alternate 1-replacing the bridge using the existing road alignment - is the favored alignment
because it would have the least impact to the lake. In order to eliminate any additional fill in the
lake either: 1. Extend the length of the bridge, to a point that requires no fill in the lake; or
2. Construct retaining walls along the sides of the road, within the existing land area to achieve the
desired road elevation.
Z. Include a raised 5'-0" minimum width sidewalk on the bridge to accommodate pedestrian traffic on
one side of the bridge.
3. Provide for a minimum of 8' of clearance from the bottom of the bridge to a point 2' above the water
level (pond level), for a potential future trail, beneath the southwest end of the bridge. Although also
desirable, it is understood from conversations with NCDOT and EarthTech that the roadway
elevation will not allow for a similar crossing beneath the northeast end of the bridge.
4. The existing bridge should be removed at the completion of this project if Alternate 2 or 3 is chosen.
5. The proposed guardrails along Penny Rd. should be extended to the limits of construction for this
project segment (at a minimum to the ends of the causeways on both sides) to eliminate pull-off
parking. However, a securable vehicular access opening in the guardrail to the southwest peninsula
area should be provided for maintenance access by the Parks and Recreation Department.
6. A p anent Encroachment Agreement for a future trail crossing beneath the bridge should be
gr t d to the City of Raleigh.
Sincerel
Jack
Recreation Department
OFFICES N 222 WEST HARGETT STREET H POST OFFICE BOX 590 H RALEIGH, NORTH CAROLINA 27602

«~, s
~;
',
A;
~~;
ri~~ ~~.
~`
~
~°

; ~a
~~
a ~ ~,
~,
:
~~ ~ ,
Y
~w`aY
~y ~n
~ ~t a
k 3
m
s }
w. i
'
~ "'
~N
~ti
~~a
t ~
I,
~ ±~%
~g! ` >
rY' R
~~ A ~ ^°~ ¢
4 b;.a~.ww gipp- ..
? ~ t P^'k
~Y
.tom
r~
~' ~.. ~,
>.y ~, ~ ~`
~,.
~.v
~. ~q
~", ,r
'~~
,~

r~~: ~ ~
~
~ ~
`; °

w; ~
~° ~
~~
~ ~

~~ k;

~~..y
t ~ ba't ~ ~
i Y'+ ~
a`t¢ ~^
3xn ~ "iyy
~
~ ~ ~~~
"
~
°'w ~ ~ S
~~~
~~ ~ ~
Pia
~~ ~.„
~
'~-u
~'. ~ h: ~ ~ x
~b ~,
~ ,~a~ x
@
~~
+4
~:
~.: }; ',
y
k
j ~

g
Y
~.

-.~ +~~
P F^
~u r ;
~a ~, ~ ~~,
d
a
K
"+m ~"

«_ t T 9`
9 ~ ~
a
~~~
~
x°`td ~^N~ ~
~'

..
4S .
"~vi
kq~
1G•i
-~. ;:..

.. _ _ _ .. _ ._.~~,A_~~ .
a
s

~~
~F F `f „4
~~
.
q
:i ~
d,
~

'~. ..:>
w~. ~gy.:r
t . ~~ g
::~x~a p~
~
ti `~'
,e p
,,
% ~
w
"`ew
' ."r+ f
AI
a ~ ~
~ ~

~,
r w
~ 'a°.
"~ ~
"+=r 6
ac ~~ ~
°4 py

`
~~
b @
h~.e w.'k w

~w
xa +~
`
4~o-e i

~~ w.¢em. omsmsxv~. f
~',€.

^~u ~y
~

'°A$° R
~ ,.~ ~

x
0.,.3 w'w
eye ~ ~ d
~ ~.
v
x.,.r ~'4a.
,, y
~ ,g ; k fir.
g
t ' 1
:~r
S
4,
'~~
~ ~ ~
' `
w~
;.~
~~~~

i
I
}
k
?°°h
3 ~ ~
"~
~_~ v
~"G ~
vv ~a
r.^ ~. PN„
~ ~ .
i ~ ems; ,,-~ €
I ~
i
R

} q&g
~~ ~'
R t#
~ ~ $:p;'
~1 {V ~~~~t n y
~~,x_. ,,.fir..
a ~

~
Yeah

~ a
`
`
8 ~ A
~
'

~
~ .
j
fi`
'
9
tM.,y
rv
~ p ~ x ed
a
w
m,
$e.. ~ .M
' ~ ,, y Aj

.w.
~ma,
am ~a
~ ~;., ~ ~
$g {C'~`
y ~ ~, ~' ~
,,
g
+~.. by ~
~
~ ~.n~ 'W
3 ,
dd
tt
f
~
9 @;
w .1'"'
»
w
,; ~
~ a ~
Rca F m
~ ~ a ~ az,
t
~
w
rw e, ~
Pr -.,~

w, .
~ ~
~
~~. ,~.
,3 ;
,.~

~ ~~
g
#
~ 4
1
~ .~
~~