20071823 Ver 1_Application_20071030

. ~~,.
4 . ~`_ .,
t.
r.
t~(~~ `' 9~~M~ ?§~87~8~8I~4A~1
.~~d
..._~.
.~~~,,,.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GovExivox
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, North Carolina-28402
Attention: Richard Spencer
NCDOT Coordinator, Division 8
LYNDO TIPPETT
SECRETARY
~71g23
Subject: Application for Individual Section 404 Permit and Individual Section 401
Water Quality Certification for US 1 widening, from SR 1528 in Richmond
County to existing multi-lanes north of the Moore County line, State Project No.
6.589009T, TIP R-2502B, Division 8
$570 debit WBS No. 34438.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen Highway US 1
in Richmond and Moore Counties. Proposed widening will begin north of SR 1528 in Richmond
County to the existing divided facility north of the Moore County line, a distance of
approximately 3 miles. The proposed project consists of constructing afour-lane 46 foot median
divided facility with partial and full control access. The 298 feet long bridge crossing Drowning
Creek will be replaced with dual 440 feet long, 40 feet wide pre stressed modified concrete
girder, which will span the entire creek. This application package consists of this cover letter,
ENG form 4345, permit drawings, half size plan sheets, Ecosystem Enhancement Program (EEP)
confirmation letter, North Carolina Department of Cultural Resources Letter, and Hydraulic
Review meeting minutes.
Purpose and Need: The main purpose of the proposed US 1 widening is to improve capacity and
safety within the project limits.
Summary of Impacts: R-2502B is in the Lumber River Basin, Hydrologic Cataloging Unit
03040203. Permanent impacts on jurisdictional areas of the proposed project consist of a total of
5.18 acres of riverine wetlands. There will be no stream or temporary wetland impacts
associated with the project.
TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS SUITE 240
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598
5~~
October 22, 2007
1

Summary of Miti ag tion:
The project has been designed to avoid and minimize impacts to jurisdictional areas throughout
the Environmental Assessment (EA) document and design processes. However, project impacts
will still require mitigation. Impacts that will require mitigation include 5.18 acres of riverine
wetlands. The Ecosystem Enhancement Program (EEP) will provide compensatory mitigation
for these wetland impacts.
SEPA DOCUMENT STATUS
The Final State Environmental Assessment (EA) was approved on September 28, 2000 and the
Finding of No Significant Impact (FONSI) was approved on March 30, 2005 for R-2502 sections
A and B. There are no jurisdictional impacts associated with section A. After documents were
approved they were circulated to the agencies. Additional copies are available upon request.
INDEPENDENT UTILITIES
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope;
(2) The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
RESOURCE STATUS
Delineations:
Wetland and stream determination and delineations within R-2502B were conducted by NCDOT
Biologists in April, May, and June 2000 using the field delineation method outlined in the 1987
Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). A
jurisdictional determination from Mr. Richard Spencer of the USACE Wilmington Regulatory
Field Office was issued on November 13, 2003.
IMPACTS TO WATERS OF THE UNITED STATES
Wetlands:
The project lies in the Coastal Plain Physiographic Province in the Lumber River Basin
(Hydrologic Cataloging Unit 03040203, Sub-basin 03-07-50). Wetland impacts due to proposed
construction occur at 9 sites. Table 1 is a list of impacts to jurisdictional wetland resources
(which include impacts resulting from fill, hand clearing, and mechanized clearing), riverine or
non-riverine status, community type, and cowardin classification. The calculations and drawings
are presented in the attached permit drawings. Total impacts include 5.18 acres of riverine
wetlands. Hand clearing will be done for the construction of the new bridge and for use of the
temporary work bridge. The available fill material would not support 2:1 slopes. All sites use
3:1 slopes in wetlands except for Site 1. Site 1 shows 4:1 slopes as the fill material for this
specific location would not support a 3:1 slope.
-2-

Table 1. Wetland Impacts
Community Permanent Riverine/Non-
Cowardin Hand Clearing
Site # Type Wetland Impacts Riverine in Wetlands
Classification
(ac) ac)
Site 1 Coastal Plain 0.06 Riverine PFO6F 0
Small Stream
Swam
Site 2 Coastal Plain 0.18 Riverine PFO6F 0
Small Stream
Swam
Site 3 Streamhead 0.83 Riverine PFO6C 0
Pocosin
Site 4 Successional 0.49 Riverine PSS1C 0
Pine Forest
Site 5 Coastal Plain 1.27 Riverine PFO6F 0
Small Stream
Swam
Site 6 Coastal Plain 0.12 Riverine PFO6F 0
Small Stream
Swam
Site 7 Coastal Plain 1.47 Riverine PFO6F 0
Small Stream
Swam
Site 8 Coastal Plain 0.76 Riverine PFO6F 0
Small Stream
Swam
Site 9 Coastal Plain 0 Riverine PFO6F 1.4
Small Stream
Swam
Total 5.18 1.4
Streams:
There will be no stream impacts due to highway construction. One perennial stream, Drowning
Creek, is the only stream crossing associated with this project. A temporary work bridge
spanning Drowning Creek will be used for construction of the new bridge. Currently there are no
bents in the stream at this location. Drowning Creek [DWQ Index No. 14-2-(6.5)] has a best
usage classification of WS-II, Sw, HQW. Drowning Creek does not appear on the 2006 Final
303(d) list nor do any streams within one mile of the project. No WS-I or ORWs occur within
1.0 mile of the project.
Bridge Demolition:
Existing Bridge No. 42 was built in 1923 it is 298 feet long and 25.9 feet wide. It consists of
seven-spans between 40 and 43 feet each. The bridge superstructure consists of reinforced
concrete deck girders. The substructure of the bridge consists of reinforced concrete abutments
on pile footings and interior concrete post and web on pile footings. All precautions will be
taken to prevent existing bridge components from falling into Waters of the U.S. All guidelines
for bridge demolition and removal will be followed in addition to Best Management Practices for
the Protection of Surface Waters.
-3-

Utility Impacts:
Utility relocations will be conducted in jurisdictional areas. Above ground utility lines will be
moved from the east side of US 1 to the west side of US 1. Utility lines are being moved to
avoid increased wetland impacts on the eastern side of US 1. Above ground utility lines will
cross US 1 at station -L- 414+51.00 and continue into Moore County until station -L- 453+89.93
where they will reconnect with the east side of US 1. Timber matts will be used wherever heavy
equipment maybe needed to access wetland areas. Hand clearing in wetlands will also be
utilized to avoid permanent impacts. Total permanent wetland utility impacts will be 21 square
feet due to the placement of 12 utility poles and 2 guy wires (see Table 2).
There will be no additional wetland impacts associated with the placement of an underground
water line from Special Forces Way (station -L- 414+51.00) to beyond the project limits in
Moore County (station -L- 460+00.00). The water line will be placed in proposed permitted
areas and it will be directionally drilled under Drowning Creek to avoid impacts.
Table. 2 Wetland Utility Impacts
Community Permanent Riverine/Non- Hand Clearing in
Site # Type Wetland Impacts Riverine Wetlands
(s .feet (ac)
Site 1 Streamhead Riverine 0.23
Pocosin 5.0
Site 2 Coastal Plain Riverine 0.43
Small Stream 7.0
Swam
Site 3 Coastal Plain Riverine 1.27
Small Stream 9.0
Swamp
Total 21.0 1.93
PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected
under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended.
As of May 10, 2007, the U.S. Fish and Wildlife Service (FWS) lists six federally protected
species for Richmond County and four for Moore County (Table 3).
-4-

Table 3. Federally Protected Species for Richmond and Moore Counties
Scientific Name Common Name County Status Habitat
Present Biological
Conclusion
Haliaeetus leucoce halus Bald Ea le Richmond De-listed No Not Re aired
Picoides borealis Red-cockaded Woodpecker Richmond/Moore E Yes May Affect, Not
Likely to
Adversel Affect
Schwalbea americana American Chaffseed Moore E No No Effect
Rhus michauxii Michaux's sumac Richmond/Moore E Yes No Effect
Notro is mekistocholas Ca e Fear Shiner Moore E No No Effect
Lasmi ona decorata Carolina heels litter Richmond E No No Effect
L simachia as erulae olia Rou -leaved loosestrife Richmond E No No Effect
Aci enser brevirostrum Shortnose star eon Richmond E No No Effect
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range).
"'T" denotes Threatened "likely to become endangered within the foreseeable future throughout all or a significant portion of
its range."
Biological Conclusions of No Effect have been rendered in the EA for American chaffseed, Cape
Fear shiner, Carolina heelsplitter, rough-leaved loosestrife, and the shortnose sturgeon due to
lack of suitable habitat.
The bald eagle has been added to the list of threatened species in Richmond County after
approval of the FONSI dated March 30, 2005, but has been delisted as of August 8, 2007. It is
not subject to Section 7 consultation and a biological conclusion is not required. However, the
bald eagle remains protected by the Bald and Golden Eagle Protection Act. The location of the
project is in both rural and disturbed areas northeast of the City of Rockingham. No foraging
habitat for bald eagles is present however suitable nesting trees (Pinus taeda, Pinus elliottii, and
Pinus palustris > 50 years of age) are present within 660 feet of the project. Surveys within 0.5
miles of the project did not locate bald eagles or their nests.
Suitable habitat for the red-cockaded woodpecker (RCW) exists within the project area. RCW
surveys were conducted within one-half mile of the project study area by Dr. J.H. Carter III and
Associates on April 2003 and April/June 2007. Eight inactive clusters were located within one-
half mile of the project corridor. The U.S Fish and Wildlife Service has concurred with a
biological conclusion of "may affect-not likely to adversely affect" the RCW for this project in a
letter dated Feb. 11, 2004 (FONSI appendix A-1).
Suitable habitat for Michaux's sumac exists within the project area. The project area was
surveyed in May 2000 and 2004 by NCDOT biologists. Two populations of Michaux's sumac
were found within the existing US 1 right of way. One population is located south of Marston
(EO 59.54) and is included with TIP project R-2502A. This population will not be affected. The
other population is located north of Hoffman (EO 56.55). The proposed project (R-2502B) will
affect this site. Because this is astate-funded project no federal permits are required in the area
of these protected plants, section 7 of the Endangered Species Act does not apply in this case and
consultation with the U.S Fish and Wildlife Service is not required.
NCDOT has coordinated with the U.S Fish and Wildlife Service regarding the project's effect on
these plants. NCDOT has modified the project design in order to reduce the number of plants
-5-

affected. The following steps will be taken by NCDOT to limit impacts to this federally-
protected plant:
Plants within the proposed construction limits of the project will be relocated
to a protected area prior to construction. This relocation will be coordinated with the U.S
Fish and Wildlife Service, the NC Natural Heritage Program, and the NC Wildlife Resources
Commission. (Plants have been relocated in Feb. 2006 and Feb. 2007)
Historic Architecture:
CULTURAL RESOURCES
NCDOT Architectural historians surveyed the area of potential effect of the proposed project.
No properties eligible for or listed on the National Register of Historic Places were identified
within the area of potential effect. The State Historic Preservation Office concurred with these
findings in a letter dated October 1, 1999 (EA document, appendix A-21).
Archaeology:
The State Historic Preservation Office (SHPO) requested additional work be conducted on two
archaeological sites in the project area (sites 31RH133&133** and 31RH319&319**). This
additional work was requested to determine whether or not the sites were eligible for listing on
the National Register.
NCDOT Archaeologists undertook additional investigations at sites 31RH133&133** and
31RH319&319** following right of way acquisition. The SHPO determined that no additional
investigations are necessary in a letter dated May 23, 2007. A copy of this letter has been
enclosed.
FEMA COMPLIANCE
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations.
ICE STUDY
A full report on the Indirect and Cumulative Effects (ICE) for TIP No. R-2502B has been sent to
the Division of Water Quality. Additional copies are available at NCDOT's Communities Unit
upon request.
Existing Conditions
• Richmond County and nearby portions of Moore and Scotland Counties are
experiencing minimal growth. The potential for growth is likely limited by declining
employment, environmental features (such as wetlands and water supply watersheds),
and the large amount of state, federal, and privately owned or protected lands (such as
Camp Mackall, the Sandhills Game Lands, and property of the Sandhills Area Land
Trust).
• The majority of TIP R-2502 falls within Richmond County, which has established
zoning and other ordinances to control development. The Growth Impact Study Area
(GISA) of the project also encompasses portions of Moore and Scotland Counties, as
well as the Town of Hoffinan, all of which have land planning strategies in place.
• US 1 is a national road with the primary purpose of transporting people and goods
through the GISA of TIP R-2502. Major regional termini of US 1 include Columbia,
South Carolina to the south and Raleigh to the north. US 1 also provides a link
-6-

between the local cities of Rockingham and Southern Pines. Some traffic on this road
could be attributed to tourists driving to the numerous golf courses of Southern Pines
or to the North Carolina Motor Speedway prior to its recent closure.
Potential Indirect and Cumulative Impacts
• TIP R-2502 proposes to widen an existing roadway facility in aloes-growth,
primarily rural area that contains numerous undevelopable tracts of land. It is
unlikely that the project will generate development pressure within the GISA upon
completion.
• Potential cumulative impacts include spillover growth from neighboring communities
(the City of Rockingham and the towns of Southern Pines and Pinehurst) and
increased regional traffic flow due to the creation of I-73/74.
WILD AND SCENIC RIVERS
This project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of study rivers (Public Law 90-542, as amended).
ESSENTIAL FISH HABITAT
The project will not impact any essential fish habitat afforded protection under the Magnuson-
Stevens Act of 1996 (16 U.S.C 1801 et seq.).
MITIGATION OPTIONS
The US Army Corps of Engineers (USAGE) has adopted, through the Council on Environmental
Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of
wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical,
biological, and physical integrity of the waters of the United States. CEQ has defined mitigation
of wetland and surface-water impacts to include: avoiding impacts, minimizing impacts,
rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20).
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. This project has gone through NEPA/404 and
Merger O1 Concurrence Points 4B and 4C for avoidance and minimization (minutes attached).
Avoidance measures were taken during the planning and minimization measures were
incorporated as part of the project design. Minimization includes the examination of appropriate
and practicable steps to reduce the adverse impacts. No stream impacts are associated with this
project as the bridge was designed to span Drowning Creek and avoid impacts.
Avoidance: Impacts to jurisdictional wetlands could not be avoided. Avoided impacts to
Drowning Creek by spanning the creek.
Minimization: The following techniques were implemented:
Project Wide Minimization Measures
• NCDOT will implement Best Management Practices for Bridge Demolition and
Removal.
• NCDOT will strictly adhere to "Design Standards in Sensitive Watersheds" (15A NCAC 04B
.0024) (HQW standards) throughout design and construction of the portion of the project
north of SR 1004 (Bostick Road)
-7-

• A Hazardous spill catch basin will be constructed at the Drowning Creek crossing
• The use of turbidity curtains during in-stream work will be studied during
development of erosion control plans for the project and curtains will be utilized if it is
determined they will be effective in the conditions found in Drowning Creek.
• NCDOT BMP's for the protection of surface waters will be strictly enforced during the
construction of this project
Site Specific Minimization Measures, Wetland Impacts
Site 1
• Station -L- 395+00 Lt, Lateral V ditch was designed to maintain low velocities so that
rip rap will not be placed in the wetland.
Site 2
• Station -L- 411+71 Rt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
Site 3
• Station -L- 417+78 Lt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
• Station -L- 424+39 Lt, Hazardous spill basin will be constructed and can be used in
the event of a hazardous chemical spill.
Site 5
• Station -L- 427+77 Lt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
Site 6
• Station -L- 427+77 Rt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
Site 7
• Station -L- 445+74 Lt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
• Station -L- 448+00 Lt, Hazardous spill basin will be constructed and can be used in
the event of a hazardous chemical spill.
Site 8
• Station -L- 448+00 Rt, Hazardous spill basin will be constructed and can be used in
the event of a hazardous chemical spill.
• Station -L- 445+74 Lt, Mechanized clearing in the wetland is taken only to
construction boundaries instead of the right of way boundary.
Site 9
• Station -L- 434+00, Hand clearing will be used instead of mechanized clearing.
• Station -L- 434+00, Drowning Creek will be spanned, no bents will be placed in the
stream.
Site Specific Minimization Measures, Wetland Utility Impacts
Utility Sites 1-3
• Hand clearing will be used instead of mechanized clearing
• Directional bore will be used to install water line under Drowning Creek
Compensatory Miti ate ion:
-8-

Construction for the widening of US 1 will result in 5.18 acres of permanent wetland impacts.
Mitigation will be required for 5.18 acres of riverine wetland impacts within the Lumber River
basin Hydrologic Cataloging Unit 03040203. These wetland impacts will be mitigated through
the EEP. A copy of the EEP confirmation letter is included with this application.
PROJECT SCHEDULE
This project has a let date of June 18, 2008, review date of April 29, 2008, and date of
availability of July 23, 2008.
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit as
required for the above-described activities for the proposed TIP project R-2502B. We are also
hereby requesting a Section 401 Water Quality Certification from the Division of Water Quality.
In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570 to act as payment
for processing the Section 401 permit application. 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.
Thank you for your assistance-with this project. 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 any additional information about this project, please contact James Pflaum at (919) 715-
7217.
Sincerel
C ,
Gregory J. Thorpe, Ph.D
Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Mr. Travis Wilson, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary 3ordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Tim Johnson, P.E., Division 8 Engineer
Mr. Art King, Division 8 Environmental Officer
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Maj ed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay McInnis, P.E., PDEA
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Carl Goode, PE, Human Environment Unit Head
Ms. Leilani Paugh, NEU
-9-

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL N0.0710-003
(33 CFR 325) Expires December 31, 2004
Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine
Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
~ (ITEMS 1 THRU 4 TO BE KILLED BY THE CORPS) ~
1. APPLICATION NO. 2. FIELD OFFICE CODE ~ 3. DATE RECEIVED ~ 4. DATE APPLICATION COMPLETED
ITEMS BELOW TO BE F LLED BY APPL/CAN
5. APPLICANT'S NAME _ 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
North Carolina Department of Transportation
Project Development & Environmental Analysis
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
1598 Mail Service Center
Raleigh, NC 27699
7. APPLICANT'S PHONE NOs. W/AREA CODE 10. AGENT'S PHONE NOs. W/AREA CODE
a. Residence a. Residence
b. Business 919-733-3141 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions
Widening of US 1 from north of SR 1528 to the existing divided facility north of Moore County line
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Drowning Creek
14. PROJECT STREET ADDRESS (if appiicabie)
15. LOCATION OF PROJECT
Richmond and Moore NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, LaULon, and/or Accessors's Parcel Number, for example.
17. DIRECTIONS TO THE SITE
US 1 south, from north of Marston to south of Pinebluff.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

18. Nature Of ACtlVlty (Description of project, include all features) '
Improve US 1 from SR 1528 (Richmond County) to existing divided facility north of Moore County line by widening and constructing turn lanes.
US 1 will be widened from two to four lanes, on existing location, separated by a 46 foot grass median with 10 foot outside shoulders, four feet of
which will be paved. The project length is approximately 3 miles and will impact 5.18 acres of wetlands and O lineaz feet of stream. There will be
3.33 acres of hand clearing in wetlands for utility line installation and bridge replacement activities.
19. PrOj@Ct Purpose (Describe the reason or purpose of the project, see instructions)
Public transportation and improve traffic operations, level of service, and safety along the proposed section of US 1.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Needed in order to provide a wider road base for the highway widening.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See attached permit drawings.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see Instructions)
5.18 acres of permanent impacts (includes fill and mechanized clearing)
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the WaterbOdy (If more than can be entered here, please attach a supplemental list).
See Attached List
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Would include but is not_restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent
of the applicant.
o•zy•d7
SI A U OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly
and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

Impression antibourrage et a sechage rapide vuww.averycom ~ AVERY® 5762®
Utilisez le gabarit 5762® 1-800-GO-AVERY
£L£8Z ON `33nlgautd
p~o~ .tapuntl,I, LLZ
snnau~~~y~ uop.to0
L8£8Z ~N `sautd uzatl~noS
~aa.t~S a~pig tl~oN S9Z
poa-Iay~ ~.tagog
£L£8Z ~N `~3niQauid
8L i i Xog 'O'd
•auI `u~isaQ pug ~uid~aspu~~ saneag
tiL£8Z ON `~stntjautd
- p~o~ sso.zaatddd SZI
t,~nd •g sautef
- 90£LZ ~N `P~atiJ '~Y~I
88 i Xog O'd
•ouI `~a~~nnog
Lti£8Z ~N `~~3oH
ZS Xog O'd
zau~Z uu~ ~fai.zigS
®Z965 ~~t/ a ~ Ab3A~d-09-008-1 ~ ~ ®Z9L5 31t/1dW31®i(aany asn
® wor/(.iane•nnnnnn ~ 6ul;ul~d aa~~ a6pntus pue wed

Y
Ecos tem
.PROGRAM
October 9, 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:
RE~~I~Et~
OCT 9 2007
OM6pN ~ MAYS
PDE~-OFFlCE 4F.MATUMI.EN~IIRONI~I'T
R-2502B, Widening of US 1 from SR 1528 to Existing Facility in
Richmond County, Moore and Richmond Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory riparian and nonriparian wetland
mitigation for the subject project. Based on the information supplied by you on October
1, 2007, the impacts are located in CU 03040203 of the Lumber River Basin in the
Southern Piedmont (SP) Eco-Region, and are as follows:
Riparian Wetlands: 5.18 acres
This mitigation acceptance letter replaces the mitigation acceptance letter
issued August 21, 2007. EEP commits to implementing sufficient compensatory
wetland mitigation to offset the impacts associated with this project by the end of the
MOA Year in which this project is permitted, in accordance with Section X of the
Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007.
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP.

If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
illiam .Gilmore, .E.
EEP Dir for
cc: Mr. Richard Spencer, USACE -Wilmington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-2502B Revised

- Eco stem
~_
PROGRAM
October 9, 2007
Mr. Richard Spencer
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Dear Mr. Spencer:
Subject: EEP Mitigation Acceptance Letter (revised):
R-2502B, Widening US 1 from SR 1528 to Existing Facility in
Richmond County, Richmond and Moore Counties; Lumber River Basin
(Cataloging Unit 03040203); Southern Piedmont (SP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory riparian and nonriparian mitigation for the unavoidable
impact associated with the above referenced project. As indicated in the NCDOT's mitigation
request dated October 1, 2007, compensatory riparian mitigation from EEP is required for
approximately 5.18 acres of impacts.
This mitigation acceptance letter replaces the mitigation acceptance letter issued
October 5, 2007. Compensatory wetland mitigation associated with this project will be provided
in accordance with Section X of the Amendment No. 2 to the Memorandum of Agreement
between the N. C. Department of Environment and Natural Resources, the N. C. Department of
Transportation, and the U. S. Army Corps of Engineers fully executed on March 8, 2007 (Tri-
Party MOA). EEP commits to implement sufficient compensatory riparian and nonriparian
wetland mitigation up to 5.90 riparian and 4.46 nonriparian wetland credits to offset the impacts
associated with this project by the end of the MOA year in which this project is permitted. If the
above referenced impact amounts are revised, then this mitigation acceptance letter will no longer
be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
cerely,
illiam . Gi mor , P.E.
EEP Dir for
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-2502B Revised

~Jy~d`"`~~4
K M~~~
~r~ tin~F
Gaw
_ _ ~ , w' .
~~~~
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter H. Sandbeck, Administrator
Michael F. Easley, Governor Office of Archives and History
Lisbeth C. Evans, Secretary Division of Historical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Duector
May 23, 2007
MEMORANDUM
To: Matt Wilkerson
NCDOT -Office of Human Environment
FROM: Peter Sandbeck ~ ~ ~~~~~ °L~-
SUBJECT: US 1 from SR 1001 to Existing 4 Lanes, R-2502, Richmond County, GS 98-0082
Thank you for the additional information that you and your staff provided to us regarding the above project.
To review, environmental commitments noted in a previously submitted EA and FONSI stated that additional
archaeological investigations would be undertaken at sites, 31RH133&133** and 31RH319&319** following
acquisition of right-of--way.
In a recent meeting with Steve Claggett, State Archaeologist and John Mintz, Assistant State Archaeologist,
Shane Peterson, Staff Archaeologist, Office of Human Environment, North Carolina Department of
Transportation provided us with detailed drawings, artifact inventories, and relevant horizontal and vertical
stratigraphic data that previously was not available. On the basis of this information, we have determined that
additional archaeological investigations at sites 31RH133&133** and 31RH319&319** are not necessary or
warranted.
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 considerations. If you have any questions concerning the above
comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919-733-4763. In all
future communication concerning this project, please cite the above referenced tracking number.
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Hlount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone]/733-8653
RESTORATION 515 N. Hlount Street, Balogh NC 4617 Mail Service Centcr,1L11cigh NC 27699-4617 [phone]/715-4801 -
SURVEY & PLANNING 515 N. Hlount Srrcct, Raleigh, NC 4617 Mtil Service Center, Raleigh NC 27699-4617 [phone]/715-4801

Subject:
Team Members:
Minutes from Interagency 4B Hydraulic Design Review Meeting
on February 18, 2004 for R-2502B in Richmond/Moore Counties
Richard Spencer-USAGE (present)
Beth Barns -NCDWQ (absent)
Travis Wilson-NCWRC (present)
Gary Jordan-USFWS (absent)
Chris Militscher-EPA (present)
Brett Feulner-PDEA (present)
Jay McInnis-PDEA (present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Dan Duffield, NCDOT Hydraulics
David Scheffel, NCDOT Design Services Design
Malcolm Watson, NCDOT Design Services Design
Grant Ginn, HSMM
Roy Currin, HSMM
Beth's Comments via e-mail, that on Jan. 15 meeting (DOT PD&EA, USAGE, and DWQ)
made the decision to conduct an on-site 2A-4A meeting to discuss bridge length. DWQ
recognizes the tremendous commitment on the part of DOT for the longer bridge length. It is
difficult to determine if the longer bridge is 'long enough' given the high quality bottomland
hardwood system being impacted by this project. The impacts from this project are within a
WSII SW HQW CA area. Due to the CA designation, the proper placement and number of
the haz. spill catch basins is very important. It is an important factor to get the drainage from
the old bridge system into a haz. spill catch basin. Please determine the depth to ground
water under the proposed basin on sheet 13. Drowning Creek is on the 303(d) list for'fish
advisory for mercury'.
I would like to review the meeting minutes, and I may have more comments
based on the minutes.
Jay McInnis -Taking this project back to 2A to discuss a bridge length.
Discussion - It is agreed that since this is a pipeline project that the alignment is pretty much
already set and all that needs to be discussed is the length of the bridge and a site visit will be
scheduled in the near future.
Richard -Need to check with DQW about the location of the Hazardous Spill Basins
Marshall -They are not required through out the whole project, but will check with DWQ
Richard -Need to make sure the driveway tie to the property in the wetlands near the bridge
is included in the permit now, so during construction a permit .mod won't have to be issued
for this.

Richard -Would like to see where the terrace is so he can have an idea of the floodplain
Richard -Need to reserve my comments until after the site visit
Richard and Travis -Need to have Geotech go out before we can have a site visit, so the
water table will be known before hand.
Meeting Adjourned

c
Subject: Minutes from Interagency 4~'Hydraulic Design Review Meeting
on August 17, 2005 for R-2502B in Richmond/Moore Counties
Team Members:
Richard Spencer-USAGE (present)
Brian Wrenn -NCDWQ (present)
Polly Lespinasse -NCDWQ (present)
Travis Wilson-NCWRC * (absent)
Gary Jordan-USFWS (present)
Chris Militscher-EPA (present)
Rachelle Beaugard NEU (present)
Jay McInnis-PDEA (absent)
* Notified by email
4B- Was held on February 18, 2004
Participants:
Marshall Clawson, NCDOT Hydraulics
Dan Duffield, NCDOT Hydraulics
David Scheffel, NCDOT Design Services Design
Roy Currin, HSMM
Mark Staley, Roadside Environmental
John Olinger, Division 8
Art King, Division 8
Vang Woua, Utilities
Marshall (MC) -Introduction and started the permit review
MC -Site 1
Chris Militscher (CM) -Have these plans changed from the 4B?
Roy Currin (RC) -Yes, the last 1/3 of the project has been narrowed, starting at sheet 12
Mark Staley (MS) -Need to add some mechanized clearing for erosion control to all sites.
MC -Site 2 and 3
MC -Site 2 and 3 one are on the left and on the right, overview
CM - Is this a forebay or what?
MC -explanation
CM -Where these looked at for ground water elevations? Did we find this out before the
design?
RC-Yes, we redesigned due to the ground water

Richard Spencer (RS) Can we put in a liner?
MC -Yes
Brian Wrenn (BW) - A clay liner is better suited
Site 3 -Continue -overview
Site 4 -Continue -overview
Site 5 -Continue -overview
Site 6 -Continue -overview
CM - Sta 435 +00 is this a wetland?
MC and RC - No these are actually a high areas
John Olinger (JO) -How are we going to maintain these Hazardous Spill Basin?
David Scheffel (DS) - We can put a break in the guard rail.
RS -There is an existing pipe, what are we doing with it?
RC - We are replacing it with a new cross pipe
MC -There is a conflict box that keeps the water separate
Vang Woua (VW) - 8" Duct Iron Pipe we will need to relocate it
CM - Is this utility addition impacts?
VW - No
MC -Next site which is the Bridge
We'll fix the plans to show the bents as they are missing, both proposed and existing.
JO -Can we get the permit to show Hand Clearing?
RS -This is not my call, I'm fine with hand cleared
MC -We'll show HC to the R/W
BW -Any impact due to the bridge, such as fill, causeway, etc?

MC - No
BW - No excavation?
MC - No
Discussion on drive way shown at matchline on sheet 14
RC -This is control of access
RS - Is this bridge going to be drilled shaft?
MC -We'll get up with structures
RS - Is there anyway we can get these lines off the plan view? It looks like pipes leaving the
bridge.
RC-We'lltry
BW -Could we enter the Hazardous Spill basin differently?
MC -Well if we move the pipe we will be bucking the grade, how about we move the
Hazardous Spill basin outlet away from the outlet of the pipe to allow for some
reaction time to shut the gate
RS -Make sure you count the PDE as impacted area as they usually completely clear it
Meeting Adjourned

,,
;_

- ~:
NORTH CAROLINA NCDOT
DIVISION OR HIGHWAYS
RICHMOND/ MOORB COUNTI63
PRQIBGT:i41iR1.1 IR liO~~
WiDBNIIQf~ OF US 1
FROM NORTH OF SR 15It8 TO
THB BXISTINa DIVIDBD FACILCI'Y
NORTH OF THB RICHMOND
COUI~ITY LIMB
SHBBT ! OR 1 Oi/~(/1d007
VICINITY MAP

&~Id~FD~IBTY ~WNER3
NAME AND ADDRESS
OWNERS NAME
ADDRESS
P. O. Box 62
Shirley Ann Tyner .Hoffman, NC 2837
P.O.Box 188
Bowater, Inc. M~. G~;lead~ NC 27306
- 125 Appiecro.. Rosa
James E. Pu:b Pine6ursE, NC 2837
P.O.Box 1178
Reaves Landscaping and Design, Inc. Pinebluff, NC `18373
265 NorEb Ridje SEreeE
RoberE McLeod Seu~l~ern Pines, NC 28387
277 Thunder Road
Gordon Mat~l~ews Pinebluff, NC 28373

~~~~~
DIVISION OF HIGHWAYS
RICHMOND / MOORE COUNTIES
PROJECT:3~~38.1.1 (R-2502B)
WIDENING OF US 1
~/((~ ~ FROM NORTH OF SR 15Y8 TO
~~ 1L THE EXISTING DIVIDED FACILITY
NORTH OF THE RICHMOND
COUNTY LINE
SHEET 3 OF ' ~ ~ 07 / 15 / 05
NORTH CAROLINA

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.
Station
(FromlTo)
Structure
Size /Type
Fill In
Wetlands
ac
Temp. Fill
In Wetlands
ac
Excavation
In Wetlands
ac
Hand
Clearing
ac Mechanized
Clearing
(Method III)
ac
Fill In SW
(Natural)
ac
Fill In SW
(Pond)
ac
Temp. Fill
In SW
ac Existing
Channel
Impaled
ft Natural
Stream
Design
ft
1 394+82 To 395+73 0.04 0.02

2 411+98 To 414+00 0.09 0.09

3 414+51 To 424+07 0.62 0.21

4 418+26 To 423+g5 0.39 0.10

5 426+56 To 432+28 1.13 0.14

6 427+54 To 432+25 0.03 0.09

7 436+25 To 447+51 1.19 0.28

8 436+24 To 447+01 0.50 0.26

9 432+17 to 435+37 Bride 440 ft x 36 ft dual's 1.40

TOTALS: 3.99 0.00 0.00 1.40 1.19 0.00 0.00 0.00 0.00 0.00

i
P
~rR
~s
/ ~
j I I~ ~~ \F ?
1
I ~ ~ ~
~\ I ..__---- --JI f
.,a ___ 1
\\ - ,
~~ I 1 © Q
iq 1 _ I , BU5
~ ' . I 1 ~' i ~ I 15 I ~ , - Lr--- Ixm
- ----,
\ I 1 ~ ~ - ~ ~ ~ ~ I I~
~ SPECIAL PROFE.E~ 1~j I ~AraA. ~ ~ /
MEDIAN DITCH II
IQ
~~
~o
~_
65
SIERLEr ANN TxNER
pB ME PG 31T
~.
ENG~13H ~~ EEFEFBICE N0. aH!!r N0.
R-25028 a
AM/ 8181' N0.
AoAmvAx D61GN xrDlDwuu
ENgNEEA [NGINlBI
-L- CURVE
Pts Sta 392f71b2 Pt Sta 398f5376 Prs Sta 404f27A2
es =2'22' 033' p = IS 43` 389= fRfl 8s =2'22' 033'
is = 250A0' D = r53'38T Ls = 250A0' PRELIMIN RY PLANS
U = !6668' C =98874 LT = !66,68' oo rmr un ooNe raDC~
ST' - 8335' T -498.82' ST - 83.35'
R • 3!725.00'
e - AS
g
~ ~ \
\ ~
~ ~
ti
1x`1 = ~
~ 46'.MD~ 1 `
LATERAL V DITCH ti--r ~ 30' - -----_ --`*-' ---
SEE DETAL A 5 --'------~-- -'---- --
.~ ~_- ~~1
_ --- ~ ~r~~ r~I ~~,. ~' 4 400'STORAGE
REUOVE H - m
-', -' g
3 ~ f __ _-'~-'~ l 0'R1 ~ ~
J i ~ , .~ ; , N ' ' ~ < 'ABANDON 11 i I-D 0' ~ -f--~~-
Q , , ~ a D9 26 eA 4 ~L~ 62 N + I f
~aa ~ f
~ ~ G ~^
~ E ~N 63'~Q1'~E 8 ~ ~' ~ ~ "-.-
' ` '1*_
50, TAP _- ~ ~ ~_ - ~- . _- . _ .
_ i~
x / 60 ~
V ~ v
Q CLASS B
RP RAP

k

k~
.--~` * k
~' .- i -L SIT .. J.
w \~
ODE ~ ice.
CLASS B k
RIP RAP ~ LATERAL BASE gTCH \
1 ~ SEE DETAIL H
LATERAL v pTCN ~ ~ + \
SEE DETAIL 4 ~ ' 1 k
+ 65 \
i ~ ® I
~ .9 .
i
~ ~ % 61r m SxAI,Ex AN4 TYNE
~ ~ i ~/.~ ~ ~ -&.'2q OB 112 AG 21T ,`
i i 2z99JT4 JB ~ ~,
i/.. ~ 7yq~ k ~ ~ ..
~ SEE SHEET !9 FOR ~
II pRNEWAY PROFILE k * k k
1 1 •. :
,. `~1
~\
~ ~ k k k
~ r ~ k
7fi~05•f k ~ t\ ', k k
k Y k ,4 k
\ r ~; `~\ ~~ k k
\ 1. k k
k ~/ 1 /rte k
e-9~M- - "'_ / \ r \ \ \ ~ k BER4ADITCHD s
I DETAIL A \ DETAIL H i Nar ro swbi
ATERAL 'x' DITCH \ LATER~+ BAS aiDITCH
f fo Saabi
I I
I F14 Saoa
x ain I D a rrF . 5ooe \ \ 6/ rHIn.D = I,0 Ft. ID.O'v.L 2y D VP0.
6 = 5,0 Ft, b = 5.0 Ft. INn. D = LO Ft.
FROM STA 386+50 TO STA 392+00 -L- LT FROM 392+00 TO STA 394+95 -L- RT FROU STA 100+00 TO STA 401+60 -L• RT
FROM STA 390+00 TO STA 392+00 -L- RT
k
1
BERM DITCN-
SEE DETAIL D
. ~

k
..,. s«,..A.ra Itl Alb.u
~/~~ WY04, Itc SINN
r`7 ETNEAILL ~ of ~ ~
iANi$IgV,Vg1 PtApNUDE56n - DE59
MY/SIrF QES+Q~ - 6!1/0°5 • 07hTJLCF41r OBi:s•.vgr
H S M M
ARCHITECTS -ENGINEERS -PLANNERS
1705 NAVAHO OR. SUITE JOJ RALEIGH, NC 2T609
Permit [araWing ~~'
Sheet 5 ,.of
'~-6_ 2G
-r,
_ uA25 BST
k
-L-
~T~
5 PDE
- ~ ~
k
® DENOTES FILL IN k
WETLAND
• ' ~ DENOTES MECHANIZED
... .
'" CLEARING
k 50 5 50 1 0 k
PLANS
SEE SHEET 19 FOR -L- PROFILE
1

~ Pl0ffiCF AEPiAH4CE N0: EM!!T N0.
n ENGLISH R-25o2e n
~ / - ~ Rw SHEET No.
m ROADWAY DBIGN NYDA/91LCR
ENGINEER [NGIN![A
-L- CURVf
P-s StG 392+11b2 P/ Sta 398+53T6 Pls SYG 404+21A2
es = 222'03.3' ~= l8'43' 389'(Rrl As =2'22'03.3'
- -,--.Ls: = 250A0' D = l53'38T Ls = 250A0' PRELIMIN Y PLANS
' L~ 166,68' L =98874 LT =166.68' oo Nm Vts OONSYAOC170N
"'~ ~,S ST = 63.35''- z T -49882' ST - 83.35'
/ - R`~-3p25A0' 9
,~ .--
-_ -.r~_~- ;..-: ~ .'~ - - ~~ETNEAILL Nm h1 Aq
I ~ /~ I ~` _ (y~ ? EXO[NEERINO °` nl In ~
~I
' ~ -
c .- _~ I - __ , a,tiAw6,GES8. EYERi<'/SfHR71/d oESS.
- Ty .~ \ I I ~ '~ ' ''`ter - ~ • mrunA,~or atnuvaa~
.~..
' ;I I '~
-__ ~ ` ~ ~ ~ - J \ •~ ~~ ,-. __--. - -__ ARCHITECTS - ENOIIEERS -PLANNERS
i - 65 _ \ I '- 130S~NAVAHO OA. SUITE 303 RALEIGH, NC 27609
__~ _ -_-,-- -__ ---- _- ~J I ~ ,
-,
RRR I- ~ SHxLE ~
~JJ F ~lT HTP ~ .
- - - - ~ TR ~' - t I~ui'' r ~" ' , _ `i I I ~ , © ~S De +4.+ Pc.2+T \\ \ '~_ ~ PBfplit ~rdWH1~
_ ]/
I ~ ~ ~ / \ \ ll ~` _ ` + ~ I I S 4 0 ©Lr----'- ~x r,~ ' ry 1 1~ r - ~h~ G ~ Q~" ` ( IO
1
_ - - -' \ ~~' I I I , GR - / lA 2 y,~ - - j4~'NO T ,IA9'11D ~,
i
-_'-- ' -. - .'--._ ~.~ - I - GATE ,, ~ ~ - T. ,._ ~ .
U
~,.--
D
~" i ' r SPECIAL PROFlLE 9A•0~ ~ ~ x) R %~ fhA~~ -~ -
_ ~_, ~ IIEOIAN DITCH ~ ~ ~ ~.~ - m, ~„~.~,,.,,,,,; .. CI ~ --- ...
REL10 ~ ~~ ,~
_ ~.
_ ~' I _ 61 1 - r .w.-~'x .....~N^!'.-.~t+~ _'-_ _- - 64 _ `.. _ T` ' u-..~~,... re ~„^
- F - _
•_., --CATERAL V~DITCH ~~ ~ ~ ~ ' • I ' 30' _ - _--- '- -_-- __~=-_ __ rc _ J
-''s SEEDETA0. A ! ' s '- ~ - _- -- _ - ___- -- ~` ___'-- 1 r
_... --
..-. ---
;:
`- - - -
._
_, l -
- _
~. -
__ ~s, ~
i `', -~~., .~' „~~-__ - ~ ~ ' ,~ _ ___ - _ --_ 400 STORAGE -- _ - _ ~s esr O
- ` ~w ...m ~ _ --5- _ ~ c~-
_ _ _ __ __ _ _ _ a
- REIR69E- _ _ : - m _ - ~ 3 T N
- _ '~"
_ _ +
-~
J ~ ~'~-`-Y -~~ / BAONDON 11 ~ -Z01-D'-- 0' n ` - _ , GI-.
,.
_ ~
_,_ ,.
~ ._" r e 1
~-
N /~
N L ~ ~t~- Y, r ~ + f0E Q
m r - '
m ., ; 8 ~. ~,. ~ cnoRD E ~w~ ,~ _ eERU DITCH (6~ D ~
tMO W N/IFS '.. TR! y~ ~ -: s ~ -- I SEE DETAIL D +
~ Z CLASS 6 t` \ ~' '
W ~ `~1Y ~ 4-, RIP AAP LATERAL ARSE DITCH 1 :__ _ - NOdO ~ +,~~ , ~'
~ _--:~ ?SEE DETAA H
S ~ ;~ B© q ` LATERAL V ~01TCH : w "~ +' ` ~ - _ I I ~ ^
D. V ~ ' o '~ I. -SEE DETAk p' ,; ~ i * _- I I
Q ~ nASS 6 ~ ~ \ `y
RIP RAP i .%' +^ _ = -
C! ~ !i i'y ~ j'Rr B.V A SHEiLEY 1NN TT1E1~ i! _
f t ~ i I ,rte ~ ~/ - C ~ 8(. S4 DB 992 PG 297 ~ - _ _
~ I ~ _ ~ i / % * rev ~cvr .>, ~:.\ , _ -;~''
- ~2 _ _
o , ~ SEE SHEET I9. FOR r ~ `~" ~_ _ _ -~^~~~t^u` \
- -
o ~~ I ~ bRNENAY PROFILE ~ 'r '-- '•• i" _
I r >`
~ ~ r~
_-j~ ~- ~
/ i ~ ~ ~
m - ~':
~ ~ 06,,1 .: JE } ~ ~~, Y ~
\ ~,___ \\`\ ~ ~ ~ ®DENOTES FILL IN
WETLAND
* ~~ 1 ~"~ ~ ~ _ DENOTES MECHANIZED
i \ ~ ~ ~ .~ * DETAIL D ~ ^*•~"~ • CLEARING
.-e~M ~ DETAIL A ~ eERU DITCH
DETAIL H iNO+resabi ;3
ATERAL 'V' DITCH \ LATERAL BASE DITCH * $Q 5 50 1 0 r;
r ro Scdei iwr ro kaei
I m
u r l 1 ylppy $ r/ t. ~~ •KL ZH D J P PLI11\~
YIn. D = LO Fr, ~ B ~ 2.0 F+. NIn,O = L0 Fi.
e = s.c Fr. c = s.e F+. SEE SHEET' 19 FOR -L- PROFILE _
FROM STA 388+60 TO STA }92+00 -L- LT FROM 392+00 TO STA 399+95 -L• RT FRONT STA 400+00 TO STA 401+60 -L• RT
FROIA STA 390+00 TO STA 392+00 -L• RT '

~ r ~
ENGLISH "10J~I lu9>:aENCE No.
R-25028
~ - ~ II4l aH&T N{
%~ EOADW''!u DpIGN

-L- CURVE\
Pls Sta 392+7152 PI Sto 398+5 6
Bs = 222' 033' D - /$ 43' 38 rRT)
Gs - 250.W' 0 - r53' 8T
sr - S~s - 4~9saz .
• 3A
°x.05
m CHANN0. CHANCE
SEE DETAIL N
23a• a ozox
2 DDE = RS Cr
W CLASS B RIP RAP
EST.B TNS
FF :21ST
o,
q ~ ~j BL-33
CZ D + 0.27 1
~ 62.06'
~ ~ - --- d~
~W m --------- ----
In REUOVE~us1z4 ssT 4
~ ~ ~ 4' CONC Hw
D Hw
~2 A..
WW O
~~ + C
p2~
I
WW }
~~ ~
~~
~~
~~
~~
I I
00 "
v',~1 ---wLe--_,.~
~~ -
~~
` *
L
*
k
P/s Sla 404+27A2
6s = 222'033'
Ls •250.00'
cr - 166,68'
ST - 8335'
.tam
D
~~

0
z
z
65
91ilLEY ANN TYLER
OB Nt PD N7
280A7 ~/' * i
.r"` .. k
,p*' ...~~~ ..* ~* *
/ / ~~B- w k
k * * *
* / ~ .
f90~ \ * k *
*
~ k *
AIN TYLER ~ ~ k / /
~8js s _ - aLr~ *~
-L- (UICURVE
P/s Sla 410+9858 PI Sla 418+56,00 PIS Sta 425+46.39
es -5'48' 473• p= 4450' 53Q' (U1 6s = S 48' 41.3"
Gs = 320.W' D =3'37.595' cs - 320A0'
'`~ ` LT =213.45' L = !,234.39 U -213.45'
l ST =10677' T ~ 65071'* ST - !0671'
R = 1,577,00' k
e = ,q8 *
k
*
* k * /t k
k * / \ k
~ ~ r~ `~ k
J i ; * \ k
* }. ~
J)//`~ k /
k / .~ ~ 1 k \ ~ ~ k *
~ a 1 ~ ~
* ~ ` * ~ ~' HA2ARDONS SPILL BASIN
wySLUCE GATg
* ~ ~ BOi EL = 280.0
. / k
* m BERM EL = 283.0
* ~ _.~ ~ fiso.ss' ~ _ Tl
NBT•IIro4'E ~T'
~ ~ ~;
IF BN •25 0 ~ ~ ~ pC~~
-BL- STA REMOVE v
2 ~ 171.68' L ~' S E. PUGN ESTATE BUILDING m O
~ I ~ ELEV ; 6,74' ~ ~ 101
= DB 6N PO 175 JANES E. PUGII
~a ~ s ~ r -
_ ~ ~,
-- l m
-~~ BEGIN C/A ' ,.I `,rsEEEDE~TU~
I N' CONC ~ ' ~ ~
--------------al I --~--'-
al roAacr"w"Ar I ~ REMOVE N N PMEBIYPP
U a'
E1{{iING R/w V „ ~-' 104
T-
------ -u-~------_° -
-L- REMOVE ~ N i ~" _ - -N = _ _ - i ~ ~
86' S6' 41A' ~""
° ~ " •' '
4 0 I ~ w _
M .. © ©~ A A Q N *NOfi x ~ ~T£NNA
_ - ~ I
~ C ~ 16' BULL INGS {~ I
OR.
ry~x xa'aA
RIB Intr. DONALD C. LOCNL _ _ _ _
1
~ "- 65 l ~wLB~ - *
$1FLEY 1M1 TYLER
OB 112 PO 2~T *
* *
*
:
* k
k
*
DETAIL L
FOAE BAY
INO4 ro SCdAI
I 2'
ININI ~ FILTER
PIPE k I' FABRIC
1~ y d
FILTER
FABRIC
Type of Lhler = 0.ASS B RIP RAP
ire 413+07 -L- LT
STA 414+02 -L- LT
us I zresr 1
aHEEr No.
R I PRELIMINr~RY PLANS
0o Nor vaB nrok~ aNmuLtmN
ew aA R.ril ALAN W
~ sNwANCnsn
:r .__- ~ ETNERILL
~ Ae m /W 1017
. - ENOINEERINO
.:::`:::~
c---- ~ m N nD7
TAA19q~SATQ' nlAAwe~ass. - 9waFJ 5TAIR,7lA[ aESSI
GvuSRE QFSp - 9~/fAS • DMTAATA71 OBSEMATiW
Permit Drawing I
Sheet ~ of , ~? ,
_IJNI rSITE 3 *
II v~
O~
1N~ ~i1
N S
2
~ e• rf1
a Nib
~~ ~ 105 D
~' ~
°o
1
. {
~~ i
~a aR~~ "' ~ -~
~ /
~~~ * -- ~-
II I PDE
BOwaT
E
t
* * LATERAL v DITCH
DDE = 55 CY
- SEE DETAIL A
f * 67 * * 1
`~ ~ w srArE or xoxrx CARaru DENOTES FILL IN *
~,/~~B \~ S 8 SITE 08127I33r ~Gj%///~ * WETLAND
DORALO c LaC4LE,R + x * k ~-~-`*" *
08245 POypB +~~ * * #,~*»~~ DENOTES MECHANIZED
,~ CLEARING
zla.oo• ~
NNfi50'14E ~ O: k k ~Q ZS S~
H
* i ~W * : PLANS * *
*
k * m *
k k-L- (RTICURVE * -L- CURVE
* Pls Sto 410+64.52 PI Std 4!8+4630 PIS Sla 42,5+5T P/ 570 418+88.78
9s - 538' 542' p= 45'10' 392(cT) Bs -5'38' 542 p = 56.28' 275' (UI
G9 = 320.C0' 0 = 3'3r 48.9• Ls = 320(10' D - 3' 34 518
LT =213.94 L = 1,27973 U =213.44 L - 1,577A6'
* ST = !0677' T = 67522' ST =106,77' T - 85925'
* * R = 1,623.00' R - ISOOA(7
DETaIL a e = .08
LATERAL 'V' DITCH
INO* *a $cGlel
N ~ GAI
1 bFt. sloR•
rau D
NIn.O = LO Ft.
I n =s.oFr. SEE SREEr 20 FOR -L- PROFILE.
FROM STA 413+95 TO STA 415+N) -L- RT
**

~ ~ P
P
m
Pis Sra 392+7)b2 r
8s = 222 03J p •
CS -250.00' 1~Q •
CT -166,68' L~}\
ST - 83.35'

O
m CRANN L CHANCE
SEE TAIL x
zao- o.zoR
DDE = 175 CY
CL S B RIP RAP
W ST.6 TNS
F=215Y
a
02
~ BL33

r
~W m -'--"-- ---
o]
Q RENOVE~usr2a e9r ;
~ ~
ab ~ ~
tip D Hw
i . .
y d
WW O
~
~ +

0
o p

s
=

WW

~~
~

WW

~~

H~
~¢
I I
i O
4" ---wLe--_,
_ ~~ -
k~
`:
;; ~
L
*

ENGLISH ~'~ aErelB+cE No. anelr No.
R-25028 l2
~- IEW aHEEI' NO.
% I / ROADWAY DEIGN HYDAALtICi
'L' QTJCURVE ENGINEER Q4GINlBI
Pls Sto 910+98b8 Sto 418+56,00 P/s Sta 425+
j• 6s • 948' 47.3' = 4f 50' 53.0' fU) S 3' ti
II Cs = 320A0' = 3'37'59b' ~
CT =213.45' _ )234.39 !J 45' c,Q PRELIMIN Y PLANS
~~ 280 ~ = 1067T ~ 65077'* ST 77' oo Nor a$ ooaalxucimEr
= b577.D0'
s
°o
PIS S1o 404+27,02 pl,.T ti * * ~ 6ti ` en,.I.n.al,N.wnlw
85 = 222'03.3' moo ~ m O~ ~ / ~ 0 * ~n AWrYy NC nid
L~ • (.7 Q . .. Q / ~ ~ / ~ * * ~ ENDt ERRING ~ n w ~
5T - 83.35' z z ~ ~ / l ~ *
* rArrsravvDr nA.l•cimxw - awcarisrA~aurE DGAiI
h 65 * ~. / l * ~ O awsrre trwr - wins - ~urw« o9sewma
•~ 2 °~ 1 ~
flBlb ~ SNRI.EY ANN TYI~'A /(1I i ~ 9 1 ~ AZARDDUS ILL BASIx ~~ e ~ I~ ~ /
~~ oe 442 Pc 247 / ~ ~ * ~ " T UCE- 28 .0 ~ Of /lfJ_
25D,OD' t i. MT ~/ ~,~ 670.97'
_~... $ ~ 7•,7O,•E SITE 3
.. ~ 25 ~ V/ ~ ~a i~
STA VL REMOVE u ZY~
~ s_ ~ ~. * ,* R.68' LE & ESTATE BUILDING 9~ ~
O8z ~ / I I . ~ I Ev - a' OB 4 PO 4 JAEE$ E. IoT 4 ?i'
* L 'S w N a
rYxER 28`~ ~ / 082, e ~ 8EG1N C/A TII " E Ya L N <~l
\ )Mv - ir/ ~~ ~ 103'
Tae Ioe S~
.. .. .. S .. .. .. .. .. .. .. .. NORD
~ ~ 1
EMOTING A/W U _ -,. ..
-------- -- Ty ~ ~
pp N 0 PWEBIUFF N
m mOCinc"aw $ RENOVEg4 us 1 zr ~ ~ ~' O
"c I N
_L_ RENOV ,~ 5541A' ~-''~ N , .~. I
o ~ \ oa • ~ ~ ~ ~ ~
m m A a m _x ~ PDE -~~
A
'- ~ ~ ~ 16' '~ BUIL ING ~} CHOAD - ~
o C v pR, m * ~ LATERAL V DITCH
A vE L-x %e'CNL DDE = 55 CY
e ING LOClL A M i S~DETAIL A
w S
° /" ' ~ TE STATE of ~uTCAROLEU DENO ETL ILDL I
_ ~ WLB ~ ~ * DONALD C. LOCILEAR + 2 * ~ w ; w
~'- 6'5 oBT26 PO 908 ,~ Q ~ „ , DENOTES MECHANIZED
~ h ~ 2By w w CLEARING
.% 51d1LEY ANN TYNER zlo.ar
' DB 412 PO NT ~ N865G'14'E .~F * $~ g 50 1
+ ~ I I ~ * (~ ~ PLANS
* * ~ I Jm o ~
* *
t * ~`
'` *-L- (RT)CURVE ~ -L- CURVE
* Pls SM 4)0+64.52 P) S)G 418+46,30 P1s Sto 42,5+57 PI Sto 418+8&78
6s • 938' 542 p = 45'/U' 392 (LTl Bs • 938' 542 p= 56'28' 27,5(CTl
Ls = 320A0' 0 = 3'3r 489 Cs = 320.OD' D • 3' 34' 51.5
*
LT =213.44' C = 1,27973 CT =213.44' L . 1.571A6'
5T =10677' T =61522' ST = !0677' T • 85925'
* R = 1,623.00' R • /b00A0'
** DETAIL !, e = D8
LATERAL 'V' DITCH
I Nat t0 S0001~~I+ ~hh I~
1 Imo' 6ID
Pi~Ff, f SbGa
u 0
Nin, D = 40 Ft.
I n =soFr. SEE SHEET- 20 FOR -L- PROFILE
* FROM STA 413.95 TO STA 415N0 -L- AT

~ DETAIL A
LATERAL 'V' DITCH
I Not fo kd.l
ay I 1 ~, ~,
1/FT. 9opi
D
um. o = Lo Fr,
~ • S.GPr.
FROM STA 423+50 TO STA 42T+50 •L- RT
FROM ~TA 12+SD TO 9TA 15+00 •YI8• RT
-L- CURVE
P/ Sto 418+88.78
o- 5e28.27srcrl
= 1~~ ~
T = 85925`
R = 1,61017.00'
/ FROM TA 415+00 TO 5Ta 915+10 -L- kIT
~ r:
DETAIL C DETAIL C
sP~gaL cut gTC~i srAwARD 'r DITCH
INOt ip Scdl) INOt to kaN)
Frmi
plrcn
NpfiYpl ~ N t~ Slope 1 N (~
0 Grand D r r ,F P
um. o = La Pr. Mm, o : Lo Fr.
FROM STA 10.50 TO STA 12100 -YI8 RT STA 14+50 -YIB- LT
~ ~ ~ 4,

BOx
SITE 3
B-
-L-

DETAIL K
TOE PROTECTION
~ INOT To Sodal
Fn
Slops
d `~
Flier
d : I,0 F+, foCrlc
iyDe Df Llner :CLASS A RP RAP
~RON STA 418+35 TO 5TA 423+50 -L- R'

~NOLIDER BERM GUTTER
/Jw ~

I
f
r
m
II
~,
//
w

ID v
AIL G
PAVEMENT REMOVAL
4
~r 0
m I~~
M> (I A'
F ! ~ N
~~~~i
m
a ~ ~I
~i`
e-
I'C
~~
N `
(T~
O 9d
N
O
~a

X82
cl
m
I
~,'.'0 ins
' S i
.~, ~ ~ ~ ~
'. ~ ~ ~ ~
~ i ~ ~~
~ ~ 1
-L- fRT1 CURVE ~ ~ ~ ~ ~
PIS to 410+6452 P/ Sta 418+40,30 P/s Sla 425+57,68 , ~ ' ,' 1 ~
Bs =5'38' 542' 0. 4S~' 392 fLT) 6s =5'38' 542' ~ ~ ~ ~~ ~ ~
Cs = 320,00 0 ^ 3'3r 489' Ls - 320A0` . ' 1 ~ ~ ` ~
Cr =213.44' L - 1,21973 LT - 2!3.44' ~ ~ i ~
sr = ro677` r -6'7522' ST - ro677'
R - 1,623A0' ~ ' ~ 1
e-AS .~~ 1
~~ I
~I
ENGLISH
Pe~m~ Dr ~ ~
~ g.°si'y Sheet - -'
~y0
1
SITE 5 ~~ ~"
SHOULDER BERN
4 GUTTER
AA L
F
F ;,

F~ ~i
I' ~ ~ ~ / Q
~ 0
_-' P g /
~j' 3
~/
r
r
~~
i
~~
1 i
-r
" ~-
-m
-~ a
;IZ+ ~ y
" N
O ~~
i.4~ t
.- ~~~ _ ~ W
LATERAL 'v' gTCH ~3'P
SEE DETAIL ~+ z
~ ,~ «e~ 8
P ~
K
\ "}-
1 ~ ~ ~Z
1 vLw
\ ~
~ SITE 6
~~
P~ \
DENOTES FILL IN
~ WETLAND
*, ~~ «* ~ DENOTES MECHANIZED
CLEARING
~.
50 25m 50 1
PLANS
SEE SHEET ~ FOR -L- PRCFfLE
SEE SHEET FOR -Y18- PROFILE
109 US I p9
1T2 ~1 /I IT2
z l2z
A
-YIB- SPECIAL FDACES wAY
2006 ADT
2025 ADT

roe Il7F
/ '
~ v` + x ~ - -
t`w1e~ ~ TOE PROTECTION I
I
SEE DETAL N .. .. .. .. ~' i
LATERAL V DITCH .. ~ 1 1
SEE DETAIL a
Q .~~~ ~ ~
~ H.nsn
-Y18- CURVE TE 4 ~° .~: , ,~~
P1 SYa 13+02.16 ..^~•-~-...~--...~-~~a f~ ©~
o- 19'34'3sl'rRr1 ..
D = 65r 42.4' ~ , ~
L =28532' ., ~' ' (! ° ~
r = r4406' " -'' ~ ' l
R = 835.00' ~ - ~~~. I 1
e-A6 ~~
-L- fU1CURVE
~\O P1s SM 410+98b8 0p
PI Sta 418+56 PIS Sfa 425+96
39
~ ~~ As =5'48'91
3' ,
~- 44'50'53A'ILT1 ,
9s • 548'47
3'
~ ~ .
Ls - 320.00' 0 -3'37' 59.E ,
Cs - 320.00'
~~P r T
165 U
`
X
ST - l05.7 ^
077' 7 =
167r
S
~ R = 1577A0'
e -~
N
Y
N~ ~
HAZARDOUS SPEA, BASIN
w/SLLICE GATE ~ ~
BOT,EL =NATURAL GROLND
wEUt 0. = 283A »- .
-( 1
,~ ~ ~
~ye(° k
~"
A
s ~
R/W `

P
~ DETAIL A
LATERAL 'V' DITCH
I NOt to Scalal~I
ah I ~ ~ fA
Y/Ft. ~~
D
xin.0 = LO Ft,
( JI •5.0 Ft,
FROM STA 423+50 TO STA 127+50 -L• RT
FROM ~TA p+SD TO 9TA 15+00 •YIS• RT
-L- CURVE
PI slo 418+8878
o- 5e2s•vsari
D = 3'34'S1B
L = 1,577.06'
r = 85925'
R = 1,6DOA0'

-L- rcrl CURVE
~\~ BS ~
~ ~~ p ~44~ es SIS
7~ 9
8
~ 5 4 ru1 4
4
G
~ La - 320.00' 0 ^ 3'31'59B Ls - 320A'1
~ P
~ U -213.45` L - 1,234,39 Lr =213.45'
ST -10677' r - 65071' ST = !0677'
FROM TA 415+00 TO STA 415+q -L•,~T
~ ~
DETAIL C DETAIL C
sP~cIAL cur o1rc~ srulDARO 'Y• o1TGH
INpf 10 $CWI IN04 To SccNl
FrM}
wrm
xolva ~ e tt~ Slcoa
u n D ~~ cram D- w y~ 4•
xin 0 = L0 ft, Nln, D = L0 Ft.
FROM STA p+50 TO STA 12.00 •YIB- RT STA 14+50 -YIB- LT
`: ttASS B ~ F g '~
':RIP RAP ,~
K
fl
~'. ~ ~' ~
I 11
_ FLICT BOx SITE 3
- 91 ~ ,R
`fie, I ~ , I 1 ~` STA 15f$411-Y18= _
~ ~~
~ ~ _ _ , sra 4nt~ao2 -c-
9°osr ~~ ~
0~4 F ~ ~ ,P SHOULDE
y \,
~x '.. tiq~f "_. ...
., 0 82 00 .y; I ,' ,
R ~ 1
~1~ 11 r~ .,Z ; .,
2 2 +83.32 -YI8'• I,
2 2 4 i
4
-YIB- SPECIAL FORCES wAY -
2006 ADT j
2025 aDT I
k`
BECIN CONSrRGCr~N , ~'

,.
'' . !
!`'
:.

~ R ^ 1.577,00'
e -,1A8 _
~ '
DETAIL K -
-TOE PROTECTION ~ s _ ... _
~ fxof m soea
FlI
Slop
d .._ ~
Nfer '---
1 .. ....... ... .
' ~ TYDe of Liner 4x55 B RIP RAP
FAQIJ STA 418+35`TO STA 423+50 •L-
i~ Z
~~
_ ~~
_.. ~/'.
BERN GUTTER
A ~
k
1< ~
HAZARDOUS SPILL BASW ._..._
NiSLUCE GATE ~
BOT•EL ~ NATI%iAL GROUND ~..
WEIR EL = 283.0 a- ,_
IT ~ I , x'97_
I
_:~ ~,.:
~A ' -
24•
Riw t -
-~ ~ 'iSEE~DE1
4' `'r
~ 7 i ~ F
F
~~_ ~ -
~~
_ ._ _
-•` ..
,.
._.. _.. _
~>~~
.Tir!~~
. - -- R
...
.._...
~~ ..
- ~~ ~ ~F
_~
- _,~
_~
ENGLISH
i
iM~
Permit D-~e0
Sheet ~~ ~ ~
~~_
N
r .. - N~
1 ti
N 1~
..7D
- -`A -.. ~
1 :. :+F' ~
O
'~~
- ._..,
N
Wye
xUJ~~~ \~LATERAL"Y' DITCH +.a 3
-:::
,:.. ~ ,SEE DETAIL' , z ~
_ I ~ *PQ
~ ~^; _ ._. T ;z
ri 1 W
~, \~
~ SITE 6
PAD ~ ._ \
~:;, `; .. DENOTES FILL IN
- -_-'~ ~ WETLAND
~ _ ~
~'`,'~ ~ w N DENOTES MECHANIZED
~~ ~~~* CLEAR]NG
1 ~'
50 5 0 -.' 50.,' 1
~ P~~
-- '
FF:; SEE.SHEEr ~~pp FOR -L- PROFILE
{r:, SEE SHEET 22 FOR -YlB- PROFILE

i
f
t
m

J~

Q
Q
~ -L- rLT1 q/AYE
?'' P/s Sta 446+14,00 PI Sta 448+53.36 PIS SYa 450+3268
~
6s = d 45'00.0' ~ = 235' 12S 4Tl es = 0' 45' DOA'
~
}
!s = 150A0' D = I'00'DDA' Ls = 150A0'
U = IOOAO' L =25868 LT = SAO'
sr = SDAa r = 129,36'
R ^ 5729.58' ST = 50A0'
e^A3
~O t2
G~
0~
~ GGROON Iu~TIEws
~P~
* NA2ARDOUS SPILL BASR1
w/SLUCE GATE
BOT EL :NATURAL GROUJD
BER11 EL = 281,0
~ *_ ~`
7! '
~
` 1
.
ROBERT F, uCLEOp J 2
.A OB 1092 PG 475 ~ I v W
+74A7 -L- I 100

L
ENGLISH
-c- fLT! rRANS>troN
o a PIS Sto 454+8983 P/ SIa 456+8710
a rv es ^ 0' 45' 09.7 ~= 257' 532 rRTI
cs = I~opa D = rar12,~
57= ,ar r=~n
R = 5,110A0'
EP e = A3
rowN of
SOUTIiJ81 PsES ;, ~
oe 415 PO To Qua"
,~
vim' ~ GOROON WTTIEwS
3 ; DB q46 PO qi
~ ~
i
I CONC NON
I
~r 1
I
II +
11 aN
u I I c ie
ac I i
u l t t i
~ o. I - ee
N I G~
O -
-LATERAL V DITCH ~ w ~ -~ ~ _i ~
w/CLASS 8 All' RAP, o it ~-
SEE DETaII B ~ °, I~ 9T C ~ ~ '
~- -- .. -
rs' 1 Ir'
m ~~ -
fA l N' CpN m -
wr```~`"r`';r o N6R REUOVE __.-
~ •~-- `V 1
+ ~ ~ ~ yY en
N l -~~ ,r7
7
q

11 ~f~~
R
BERN
~%~ • I
2

\ ~-w ~_~~ ~~~,.y
~-

_ ~ ~ IsTCau -
-{ --

q4 _` _-_-~ ~~'
-+-
_
~X_X_ -{=f .. ., .. .. .

_ .. .. r. .. .. .

..
.. .. .. .. .. .. .. .. ..
.. ~ ..
.,
Q

T4
^
.. .. .. ..v^v^v^u!`v!

.. + ~.,
- ..
411 ~ fi
T~[ p
S ( I~ G U + - -
END C/A ~H!
~' 94 /
~ + 4 ~
73 +
T4
71 N N /
/ I
ws.LUU DABBS LATERAL BASE DITCH
s4Lluu ,pSEPN BRYAN
ROBERT F.11CLE00 ~ ~ / OB 978 P6 2q w/CLASS B PoP RAP 1' OB 511 PG SN
~ ~ ~ 4~ ET
E
E
I / SEE DETAIL 1 OB 636 PO 776
~ A ~1~ S
AIL L
E
D / ~
S, -I- /DTI dG 2,IM CAIN MAIC7AIl/`T1lIAI AM.AIT

~ A
i
~ ~~~ ~
DETAIL L
FORE BAY
1NOf fo Soobl
Y
ININ) ~ iILTER
PPE _r FABRIC
?y ~ +~
FlLTER
FABRIC
TYDe of Lrner = CLASS B RIP RAP
STA 44855 -L- RT
STA 448+60 -L- LT .:~,r'
DETAIL E
LATERAL 'V' DITCH
Ixor ro xaa
' '-' SIA~a
oun d Ir *.
u1n. D = Lo Fr.
i¶~k Nax. d • LO Ff,
6 =5.0 Fr,
Type of Uner • CLASS B RIP RAP
8011 STA 448+60 TO STA 450+90 -L• L
r
Q
DETAIL I
LATERAL BASE DITCH
t xof fo Soa+l
.~
y 0 vFf. s0pe
Tr um. D : Lo Ft.
FaOrk Nox d = L0 FT.
'.nmBnC e.O' 6=20Fr.
~ =5.0 Ft.
Type of Liner = CLASS B RP RAP
FROM STA 447+55 TO STA 453+50 -L- RT
1
~I
/ PoE I I
/ w
o~
1

o~ I
~
~~ ~ ~
z°~
wo=
w 1

om ~

~~
` HAZARDOUS SPLL
T SIN ~ ~
1 ~
w/SLUCE GA
E
BOT E NATUR
' ~CROUN! y 1 ..'
-

- 80.0
BE ~
,
1 f.
1~ .
.
-c- rRrJ rRAwsrrroN `\
P/ Slo 44Tf6022
~ - 0'44' 287 rRr1
D = a/4' 49.4'
L = 300A5'
~;N~s
T = 150A3' ;''=.
R = 23/50.83'
e - A2 ~^
-L- rRTJTRANSJT10N
Pl SIa 450f6018
~ ^ 0' 44' 28SQT)
D - 0'l4' 499'
T ^ 14994'
R ~ ~ A853`
-L-t

rAaEtr elEABrCE N0, slier Na
R-25028 15
I-w sHelT No.
A)ADWAY DlRGN
FNWNBiR NYDdYAlCB
CiGiNEBI
PRELIMIN
~~~ Y PLANS
...~- Awr.N.Am~eAArw
\\~~,//~ wwulACalaA
"y`Y ETXEAILL !^ MIOI ICR
_,° he'M W wW
TAAKI4PATOl PWIS6/L!!1W - aeooF~srAAnnT AESAs
OvE/bYE ODd - BrLOPS • NASTR6T.11' mrEybATkY
H S M M
ARCHITECTS • ENGINEERS -PLANNERS
1305 NAVAHO DR. SUITE 303 RALEIGH, NC 27609
Tt111~ ~fdWU'1~
~3of~ /4
Uo
CECAJA TRg1TYAN
DB 122 Po 48
E i E
s
~C-
__\ ___
1 ~
0 /
EP
I
I pl
1~1
II u
I I '• o m
IJ :"
II
I
l
~ ~ EP
,.~
® DENOTES F]LL IN
x WETLAND
>< +,+++++ DENOTES MECHANIZED
+ + + + CLEARING
50 5 50 1 0
PLANS
I SEE SHEET 21 FOR -L- PROFILE

m

i
~' J
I
~ O .
~ :,

h ~ - _. -.
_ /,
_ ~ ,' .
::,
..
_ ~~:
~.,-...-
11$ 7
`,
DETAIL L
FORE BAY
Lxor re $oohl
(IANI ~ FILTER
PpE ~ fABRIC
dy ~ t
FILTER
FABRIC
Type of Liner = ClA$$ B RIP RAP
STA 447+55 -L- RT
STA 449+50 -L- LT .~.?`
DETAIL E
LATERAL 'V' DITCH
Rot ro $aaw
r Fn
aw i ~ r. Slope
d uln,D =LO ft,
F lobrrb uax. d • I.0 Ft.
b = 5.0 FT,
Type of Llnar : ClA$$ B RIP RAP
~RON STA 449+60 TO STA 450+90 -L- l
T
L..~~ L..., ..
I _ _.~ 1
FORE BAY
S~ SEE DETAIL L/~
4` t ~k t:
+U~~~
.~Cq
H H
~%.
a
DETAIL I
LATERAL BASE DITCH
tNOT ra ScaW
vn
Ilrf. Son
rrr ANrt, D = LO Fi,
Foorb Max. d = L0 Ft.
' eMn B Ie C GA' B = 20 Ft, i~
b=5.OFt, i
Type pf Liner = CLA$$ B RW RAP
FROU STA 447+55 TO STA 453+50 -L- RT
' 94
~-~~
~~
yl
ac'xc wio
~90T E HATURA CRO(R
OA
~
-c- tart rr~sRronl '
PI SYo 447+6022
p- O'44r28T fRrl
D = 014' 49.4'
c = 3UO.D5'
r = 150,Q3'
R = 231St7.83'
e^ 2
FO9E BAY -LATERAL V QITCH w_. '•. _ ~,,,,~ '~ f
SEE DETAIL: L N/CLASS B fpP AAP o 1 t ~ _ rwr4.. n..,~„ -wr'~`"r~"n"t`~'.~`."~''-`"r _
- -
SEE DETAIL B * '.. I~ 9t C ..~ --+~" '/ /`^'r"' . _ ~" rt"- -
IB' I ~ ~~.?" _. _.
.~~ va y A REIIQVE ~''~~
~, ~, , -
_ a - ,' -
_, - _ -
~--- - ~ aL
_-._ :. -

-L~-lCGf1f4L~~fl~'L~ II;IV!'tl;~h~X~lC,-t'~ {hf

27-SEP-2007 10:01
dduf fieYd...,~A~l` HY~Z21~2y3 . y~ . ~,... ~.,_~ ..y _..r._.~_ro~ ,~~. ....y~
8/23/99
O
O
A ~e
N T
O ~°ii
N Z
n
m
z
0

i
n~aecr ure~aHte No. ane~r No.
R-25028 21
a~w~r o~sN;N Nrorwua
a~cirQa encweR

P4~E#.ZM~F1AY Pf.1kt~S
:i:>~.oq::xor;ugr<z9a<itxe~smger>o~xi:::.>?.
H 5 M M
ARCHITECTS • ENGINEERS -PLANNERS
1705 NAVAHp OR. SUITE 303 RALEIGH, NC 27609
i 6 ,r
429 430 431 432 433 434 435 436 437 438 439 440 441 442

443 444 445 446 447 448 449 450 451 452 453 454 455

NORTH
CAROLINA
~~D~~
DIVISION OF HIGHWAYS
RICHMOND/ MOORE COUNTIES
~4 PROJECT: 3438.1.1 (R-2502B)
WIDENING OF US 1
~ /~{ ~ ~ FROM NORTH OF SR 1528 TO
~~Y~ THE EXISTING DIVIDED FACILITY
NORTH OF THE RICHMOND
COUNTY LINE
HEFT ~ OF ~ 06/27/0
Utility Permit Drawings

UTILITY PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.
Station
(From/1"o)
Structure
Size /Type
Fill In
Wetlands
ac s . ft.)
Excavation
In Wetlands
ac
Hand
Clearing
ac
Fill In SW
(Natural)
ac
Fill In SW
(Pond)
ac)
Temp. Fill
In SW
(ac Existing
Channel
Impacted
(ft) Natural
Stream
Design
(ft)
1 414+51 To 424+07 3 Utili oles 0.00 5.00 0.23

2 426+56 To 432+28 3 Utili oles 2 Gu s 0.00 7.00 0.43

3 436+25 To 447+51 6 Utili Poles 0:00 9.00 1.27

TOTALS: 0.00 21.00 0.00 1.93 0.00 0.00 0.00 0.00 0.00 0.00
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RICHMOND/MOORE COUNTIES
PROJECT 34438.1.1 (R-2502B)
WIDENING OF US 1 FROM NORTH OF
SR1528 TO EXISTING DIVIDED FACILITY
NORTH ON THE RICHMOND CO. LINE
~v~~~ ~~~ ~~,~~~~,
arzvoi

C
rn
E
`v
a
a
m
N
N
rn
A
PROJECT REFERENCE N0. SHEET N0.
- R-25028 4 OF 7
,/ ~ UTILITIES BY OTHERS
-L- (LT1 CURVE
Pls Sto 410+98,68 P1 Sta M8+56A0 Pls Sra 425+4639
/ 6s -5'48' 47,3' p = 4450' 53A' 271 Bs =5'48' 41.3' NOTE ;
Ls - 320.00' D = 3'37'S9S Ls = 327.00' ALL PROPOSED UTILITY WORK
~ 1, ~ - - ~ Lr -213.45' L /.234,39 LT =213.45' SHOWN ON THIS SHEET WILL
Sr =10677' T - 65O7T'~ Sr = 10677•
I ~ R = 1,517,()0' ~ BE DONE BY OTHERS
Pls Sfo 392+1/B2 Pr Sia 398+5376 Pls Sra 404+21A2 ~ -- - - 1 ~ r ,~ ~' t P~~ p~yyj~
Bs =2'22' 03.7 p = 18' 43' 38.9' fRr) Bs =2'22' 033'
is = 25OD(1 D = f 53' T ~ Ls =250.00' ~ * ~ ~ / ~ ~ * ~ $hCEf ~ 0~
Lr =16s,6a' = 98s~ U =166sa' , - ; ~ ~ ---- ---~^-
ST = 8335' =498,82. ST = 8335' ~ : ~ * f F ~ ~ ~
3,025 \ ~ i
e~- A5 65 ~ ~ / ~ ~ ~ ~ * ~
~~ ~~~ ~ / .~ ~ g ~ ~~
51~1LE~ A!N TYIL~R ~ t ~ ~ t ~ ~ M~SLUCEU6ATELL BASINA
DO 112 PG 211 ~ / 1 ~ / ~ BOi EL = 280.0
~ .1 Ir m 8ER11 EL = 2dS.0
/ - ' J 2
15200 ~ ~ .. .~ .. \ ~ T ~ ~~ i ~
/ ~g - "~ ~ "` ~ 68 ~ 1 ~ ppE a v~
~ ~ REMOVE u yr
r- ~ -+' t s t ~ ~~~ I '. ~ JAMES E. PlIOH, IERS BUILDING o' W~
CHAN7/EL CHANCE ~ ~~ ~ f A A ~ J I~W ~ OB 6N PO 115 - T2A ~
SEE DETAIL N ,/ = o r' z * _ °~ ~
zaa o o.zor, `[ ` ~ / - "3 w 1N .1
~ t : / ~ "g iii: m
~ ~ -
CLASS G RIP RAP ~[ / ~ BEGIN C/A ~ BH m SEEEOETAII L S
\81M~ - - ~'~ ' _ 2
p~ ~µ°ar°' / 1'
`. T . .. .. .. .. .. .. .. .. .. CHORD °"'~
- ~ 6. ~ ~- - - - - - ~ - ssa "~ °. °IMam6afl~
.. .. ..........
r _ iFS. -~
~m ---------------~ I _~-_~__• ~ L l . - Ce
m ---_---- --- roNaw,"auw R'NEd1IFF - - - -' - - ~ 15'
RENOVE~~ ~ I REl10YE c us r zaesr O
y .
N ---------- ------- ----------s --- ----~-- ~
D wv.~t ''Gq°p~cee R4NQYfk.~U'ca ;~'4TA' rr-.--~---- ~h~. l I A 3 " .. 1
-~-
A __~
~ _ _ ~ //
__ _ ~
l ~
~ ~ ~ 4 -x~x is eus ~ -- - -'- . ~ PD - -
Q ©P, + 72' WD IN `~ ~7EnMa X 1 - -- - ---~ E
I - ~- s_ ~ ~ V R ~ •nE`~ ~ ~ ~
t• ~- - - ~ ~ ~~ ~ ~ BUIL INGS ` ~CNORD -
~ -- ~'-' '- ~ CH ~ ~~ m t x LATERAL v gTCH
R YE ~x x s' ac X _ SEE DETAL A
BLS NG +
~. .`/. ~ 67 ~ :
m ~ ~ / W x STATE of NORTH CAROLNA ~ ~,
1 : $ ~a OB p71•JT7 a
_ t ~ * t
WLB' ~ DONALO C.LOCRLEAR i, 2 A
~ "" 65 ~ ~ os ras Po soe + ~ ,
t ~
i ~ UoAVo TYIJEA 8 '^
SNILEY ANN TTNER 2Po.oa ~ ,
DB NI PO '117 * NB650'14'E ~ .~ ~ Y ,
ti
+ } ~' 2 t
--WLB-- ~'~ ~ IOW ~ ~ ~ ~
* p I I m
'~ t ~ ~ t
t
f ~-L- (RTICURVE -L- CURVE
~ ~ PIS Sto 410+6452 Pr StQ 418+46,30 PIS Sla 4F5+5T API Sto 4!8+8838
es = 538'542 p= 45'1O'392(LT) es =5'38'542 p= 5g2g'27,g(LTI
Ls = 32O.G7 D = 3'3r 489' Ls = 320.0.7 D -3'34 51,E
LT =2/344 L = 1,27973 LT =213,44 L • 1577A6'
~ ST = 10677' T = 61522' Sr =10677' T - 85925'
~,~ R = 1b23.0.7 R - /b0O,00'
DETAIL A e - QB e'
LATERAL 'V' DITCH
iN°r r° s°~°,
r~~ ® DENOTES HANDCLEARING
° o
IAIn.0 = IA Ft.
+ b • S,O Fr.
* I FROM STA 413+95 TO STA 415.00 -L- RT _
GRAPHIC SC~1L8S
0 5 50 1 0
PLANS
t ~

PROJECT REFERENCE N0. SHEET ND.
DETAIL A
LITERAL 'V' DITCH
i N=i ra Soelw
Iwy ~i 1 I~-i m
D
uln. o = Lo Fr.
y = 5.0 Fi.
FROM STA 423+50 TO STA 427+50 -L- RT
FROM TA pa50 TO 9TA 15+00 -x18- RT
FROM T
* R-25028 5 OF 7
-L- cuRVE UTILITIES BY OTHERS
Pr Sta 418+8878
~- 56'28"215'2T1
D -3'34'518 NOTE;
r -18~~' ALL PROPOSED UTILITY WORK
R = 1,600,617' -L- an CURVE SHOWN ON THIS SHEET WILL
A 415+00 TO ST4 415+b -L-,~T * GQJ~ P/s S1o 410+98b8 P1 SJa 4/8+5600 P/a SM 425+46!9 BE DONE BY OTHERS
es =5'48' 41.T D = 44'50' 530' (LT1 Ba = S 48' 47J'
* ~ ~G ~ Ls = 32000 D =3'37' 598 Cs - 32000'
.yDETaIL C DETAIL G ~P LT =?13.45' L - 1234.39 Lr - 7!3.45'
o~C SPECI~A} rC~UST uITC~i STANDARD '4' gTCH ST = 16671' T - 65077' ST -10677' p~(rtld
cos a ~ ~ ~, ro sewn * e 1571.00' $h~1 ~~ 0~
b ,° -
~~ p Grp p un * P TOE PROTIECTN)N CV ~
0~ MIn.O : L0 Ft. ~NOr }o Sodom Y
~,~ O FAON STA 10+50 TO STA p+ rl8- RT *
.mc~ ~ ~ " STA 14+50 -x18- LT r~
* HAZARDOUS SPLL BASN + ~
CIASS B ~A~E * * ° rYSLUCE GATE * ~
RW RAP PI1G14 * f°rr BOT.EL =NATURAL GROUND * * ~
~ ~ ~ 47S * a = to Fr. Fa rEIA EL = 283.0 w- ~
TYP of Liner = S B AP RAP * I ~ ~ T ~ ~ V~
~ a ~ * FROM STA 35 TO STa 423x50 -L- RT { 7 ~ NpI15TTA Of ~ Y r Q
OE~-0 T[ ~ r -1Z
'~ e..6 67 SITE I * * * JAI G r Iw
CONFLICT BOx O Ih * *
*
~ * STATE of NORTN CA NAF
1 n
C N=
\ *
\ b ~o~
~ \~ ~ * RF.AVES UNDSCAPNO AND DESIOk NC. * ~Ja FORE BAr
\~ 4 \ ~ SEE DETUI L ~ i 3
\ \ ~ \ * oa 866 Pc 22s * 1 + - CHOR '
ptiAL _. R M ~ \ ~ N '~
P
f F \\ lb ~\~ ~- - ~ . 4' N
/ \ '40 '~ f ~\_ iI
I ~~ b
f o .R ~ `~ r ~~ rc I ~ y
.p "~-~~ ~
. 50 - ~
NDARD V q 1 +g , ~ ~ ~ ~ ~ w ~ coNC f' ~ N
SE DETAIL O ` ~ ~ I CB . ~ ~s ~d ~'~ ~ & ~
STA of : _ 1 ~ ~ ~ s~~~' ~ ~~
m .. ..
~ TED STATES 1 t a N: * * ~~ ~ _ _ ~ , ~` ~ ~~
06251 F073T. °. ,ti * * {, -.-.._----~______ __ - un D..
.. _ _ - InF' - -a- CATd
08 288 fC q0 "~-1 I ~ ~ `~ * * - - - - 15'
swovw'V ~ CLASS B + ~ /
+ -r - - * POE PDE . *
/ / ~I 0 'I / * * * * * J~ A / ~ + ~ - ICI . ' \ * ~~
m f ~ ~ * P ~ \ ~ Wl8 ~ TOE PROTECTION ~ ~ ~ ~ ~ ~ ~ ~ LATERAL 'r gTCH - ~ *
GRAPHIC SCALES ~ ~ l0 ~ ..,,:..,, ,, ._-._ \ SEE DETAIL * z
III SEE DETA" `
i ~ ~ LATERAL V DITCH PROPOSED Ula WATER LINE WILL ~ ~ * vQ
50 5 0 50 1 ~ ~ , ~I + SEE DETaI A REAYES LAND$CAf'IC ANO DESION NC. -` t` t
a ~ NOT IMPACT WETLANDS AND I3 ~ '~ \ 67 ~
~ 0B ess "~ m , - .SHOWN FOR INFDRMATIbNAL a. ~~, ~ Q, ~ \ STATE of ~"a
PLANS ~ I ~ ~ PURPOSES ONLY V
"}/~ 12'PLAST \ ~0e p~~ ~
"' I ~ -Y18- CURVE \ - ~ - - - ^~- ~ a 4~ ~ ~ ~ \ , 1 w
~ ~ PI SM 13+02.36 - . ~ ~ r ;z
PAVEMENT REMOVAL F Q = 55x424'
~ ~ ©©~ I
~ ~ R - 83500' ~ ~ ' ~1 ~ \
E ~ I e-06 /~ ~~ ~~~ \
v •a ~
a
r ~~~ i ~ - ~~~/ o ~ /~I ~t v * *
~ °a i/ // ~ a~ ~
x
~ a~ ~"' ;~ / i 1 ~ '~ ~
N / / 1 \
m F ~ ~ -L- (RT1 CURVE / / / \ \ \
I ~ ~ PIS SJO 410+6452 PJ SJO 418+4630 PIS SJa 425+57.58 i / ~ 1 ~ ,
6s =5'38' 542 p - 45'IO' 392 (LT) As =5'38' 542 ' ~ ~ ~ DE N~ S \
~ Ca - 32000' D - 3'3r 48.9' Ls .320,00 / ~~ ~~ • f ~ HANDC R G 1
o LT -213.44' L - 1,27973 LT -213.44'
°~° F~ ~ c ST -10671' T-675.22' ST - !0677' ~ ~ ~
~: R • 1,623.00' -
o e-roa ./' ,~ l ~, 1
oa ~ \ I ~
a, - I \
z
~~ ~~
I \
~~ ~ ,
F ` /

r
PROJECT REFERENCE N0. SHEET N0.
- R-25028 8 OF 7
UTILITIES BY OTHERS
NOTE:
~,8 ~ ~ ALL PROPOSED UTILITY WORK
o~~ ~: SHOWN ON THIS SHEET WILL
BE DONE BY OTHERS
~~
oy
sliest ....~.. of
I
a
m
a
a
N
Y
N
m
N1
N
i ~ ~
~' GRAPHIC SCALES `~1 i ~ `- _ - ~ ' w
A ~ I
"° ~ 1
E
ov ~ 1I -
N.
° PL4N5
zv
~~
No
a

~
`~ '~ ~~ ~
~ ~
71 ~
°~
~
,~

~ ~ ~
~` ~`
t ~` ~ a~' I
~ ~ SArexus u+Fa u~o rRUSr,.,t.
r
~ : OB Nt7.242
~ ~ ~ ~ ~ ~ ~`
~ ~ ~ /
"~
~ / ~
~ /.
g5 g1~pj4. _
~
/ ~
~ ~
O / /
~ SLTE or NORTN CAROLw ~ : ' r
oe pnasi
~ a d
a~a
* a
SITS 2 `E
~ ~~ - SITE 3
i ~
- -
E ~~
E%ISTINC H/N

~
_1

C C

a~
H C
C
yx n
n x x
o u

~ C

C

u
h x C
C ~ H C ~
- ---_-~ -~~...^- - ---~- ---- -----_- -- -- n
~ ~ CLASS IIflIP RAP ~p`v~,~' ~
CLASS II RIP RAP
~ ~
, ~ " -~ _

~ '~
y PE 111
TBDI
~ ~,
/
l "~' - rypE !11
TBDI BB
TBDI ~ r
Z
cv
v
~ y m

a _.

'

ryPEtlt

___

__

N

~
~
~ D
W m ~''^~"~ ~ ro rwEau~ N
- TYPE 111 N
A
----- ~ _ =_
__.._ ---
~_-------- -------~ -- ----------
- -- N
_ - - '- ~
GRAD TYPE 750s ry
llBDI ~ .' -
\\ 1~.
_ _ _ _ -- _ _._ .. . _ __ _ ./
~ ----- TBD TYPE 1
~ ~
~~~

8T

T
BDI -
-
{'
V - 15'toec I ~ ~ ~ . b
c ~
~

, ~
~ .. ~ ~ ~ ~

,~
67 ~

~ ~ I
I
N /
, K ~ ,
~ ~ 1
~ ~
sure or xbxrx wxttw ~ ~ ,
/
~ 71
,~ DB gnasT ~ -
46.3p~J. 86~55`~

1
_ = ,,
~ a
. w ~ rk W
~
,~ ~
'~ PROP05ED U!Q WATER LINE WILL
~
~` ~`
1 ~ ~
/ NOT IMPACT WETLANDS AND IS
\ ~ SHOWN FOR INFORMATIbNAL
DIRECTIONAL DRILL
UNDER CREEK
,
~
,
~ PURP05E5 ONLY
~ ~ ,~
~
~~ ,
~ ~
T
\ _ 1.
~
~ ~k ,~ ~__
.. Rrc~
~ OuN
a
N
T
~.
CC~rM

~ -
/ - - f J
~
DENOTES
N,„~ ~AEEx , , _ `
_ ~ ~ - HANDCLEARING

c
v
E
v
a
t
a
u
N
1
_, ._
J
•L- LT

~> -L- fLT1CURVE
wNd PIS Sto 496+74A0 Pl $l0 448+53.36 PIS $ta 450+32.68
es - 045' OOA' p = 2 35' 125' (LT) Bs ~ 0 45'OOA'
Ls = 150A0 0 = rar 0OA' Ls = 150A0
LT =100.00' L = 25868 LT = IOOAO
sr = soAO T = /29.36 sr =50.00
R = 572959'
e = A3
72
GOADON YATTFEN$
08 q45 PG pT

X55 TO STA 45Ji50 -L• RT
-L- (RTJ TRANSITION
PI SM 441+6022
p- ()' 44' 28T IRTI
0 = 014' 49.4'
C = 300A5'
r =15oA3•
R = 21190.83'
e=A2
ma
Q ~
F1P
~I_.
l
-L- (LTI TRANSrf10N
PIS 510 454+8993 PI Sta 456+8770
6ts ~ 045' 09.3' p = 257' 532 (RT1
LS = 15(1A0 D = !0012.3'
LT = KJOAO' L =295.47
ST = 50A0' T = 14777'
R = 57/0A0
e = A3
TONN OF
SOUTIEAN PIES w ~
oe 4T5 x To n ~^,
m"~Ab
2

GOROON L4ITTFEN$
~1
qp I 08 tl46 PO q1 /
-L- fRTI TRANSITION
PI Slo 450+6018
p' 044'285'4T1
0 = 014' 499'
L =299.87'
T = 14994'
R = 2317853'
e-NC
DENOTES
HANDCLEARING
UTILITIES BY OTHERS
NOTE;
ALL PROPOSED UTILITY WORK
SHOWN ON THIS SHEET WILL
8E DONE BY OTHERS
~ G
wv.:l~a.r~~
~---~ --.
. \
\\ \

~:w
rA..
4
4:

See Suet 1-A For Index of Sheets
N
0
N
N
U
W
0
i
4
•
C
a
Q
a
~ sE(xr
o ~ I,1 r ~"`fl"°
,~,
k VICIMiY MAP SHOWING LOCATION OF STATE
PROJRCT 34438.L1
-L- POT 189+4948 L8=
LU(:f111UN: U5 1 FROtVi NUX1H OF SR 1528 JUST NORTH OF
HOFFMAN TO THE EXISTING DIVIDED FACILITY NORTH OF
THE RICHMOND COUNTY LINE
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURES
END TIP PROI1
BEGIN TIP PROJECT R 25028
BEGIN CONSTRUCTION
STA 298 + 00 U
'.ray+43.d~t! in=
TS 365+43.88 LA
TRANSITION LEFT
~ (LT) ST 427+59.61 LB =
-L- POT 421+17.4/ LA
Ehm TRANSITION LBFT
\ ~ BEGIN BRIDGE
431+07

~ R~1~ /~OM,T YiOYIa Mi ~
~• R-25426 1
Ql1 { gOIR A6110L10 Ayg p
R-25026
END CONSTRUCTION
STA 453 + 00 ~- (RT)
STA 456+50 ~ (LT)
_ -L-POT 445+14.00 L8=
!r I4)T 373+9931 LA
END TRANSITION LEFT
-L- POT 408+85.23 LB=
-L- (LT) TS 408+8523 LA
BEGIN TRANSITION LEFT
1sTID BRIDGE
~`7 ~ 43b+91
RICHM01~D1iMOORE COUNTIES
2D R~
EMI
RUSHING RD
SR 1600
-YI7-
--~ (RT) ST 372+2948 L8=
-~- POT 371+3223 lA •
L&lDI;R LN BAID TRANSITION RIGHT
_~ -~ POT 363+76.8418=
-L- (RTJ TS 363+76.84 LA ~ POT 408+SL08 L8=
BEGIN TRANSITION RIGHT -D. (Ri) 75 408+SLOB IA
BEGIN TRAN5TI70N RIGHT
SPECIAL FORCES WAY
-ns-
~~ U (R77 ST 427+70.81 L8=
-L- POT 421+5851 LA
~~ EI1tD 7RANS17TON RIGHT
~'0 p~~
LA
- DROWNING CR1iER
N G. DOT CONTACT.• Ma. Cathy S. Hot4aer, P.E., Project Engineer TffiS IS PARTIAL CONTROLLED-ACCESS PROJECT W1TB' PR~EL~IM~IN~R~ s
ACCESS BEING LIMITED TO POINTS AS SHOWN ON T71E PLAINS M1iTHOD OF CLEARING -METHOD III
~~A~~ ®F N®R~F[ ~~R®I,INA
DIVI~I®N ®F IE~I~I~~'~Y~

Note: Not to Scale
a
*S. U.E, = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY
State Une .................................................................
STATE OF NORT~I C.~ROd.INA
IDIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
County Une ....................................................................
Township Line ...............................................................
City line .....................................................................
Reservation Une ...........................................................- . - . -
Property Une .................................................................
Existing Iron Pin ........................................................... p
Property Corner ............................................................ _~
Property Monument .....................................................
Parcel/Sequence Number-~°-•--~--•••••••••••••-~••••••••••
Existing Fence Une ....................................................._x _X_x_
Proposed Woven Wire Fence --•••°••°••----°•••••-°-- -a-
Proposed Chain Unk Fence •°°-~----~-••••••••••---•••- -&--
Proposed Barbed Wire Fence ................................. $
Existing Wetland Boundary .................................----~----
Proposed Wetland Boundary ................................
1 Existing High Qualify Wetland Boundary -~~°--~ - ~ ~-

9 9 ry ................
Existin Endan ered Mimal Bounds °~
Existing Endangered Plant Boundary °°--°°•••••° ~-
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U~G Tank Cap °-•°•---°°•°•••-~ 0

Sign .......................................................................
........... 0
s
well .................................................................................. o
Small Mine ..................................................................... .~,
Fovndation ..................................................................... ~

Area Outiine ................................................................ ---
L_---~~
Cemetery ..................................................................... r 1-~
~--J
Building ........................................................_.................. ~~
School ....................:.......................................................
Church ............................................................................
Dam
HYDROLOGY
Stream or Body of Water
Hydro, Pool or Reservoir ........................................... r-----~
River Basin Buffer ...................................................... --ese-
Flow Arrow--.........._ .................................................... E
Disappearing Stream ............................................._~
Spring ............................................................................. p~--~~
Swamp Marsh .........................................................:... ~,
Proposed Lateral, Tail, Head Ditch ...................... ~
r~
False Sump .................................................................. ~
RAILROADS.•
Standard Guage ..........................................................
RR Signal Milepost ....................................................... 0
rr~sr s
S,N;}H . .............................................................................. D
RR Abandoned ...............................:.............................-~ .,- ~ .~ .
RR Dismantled .............................................................
RIGHT of wAY
Baseline Control Point ..........................................
Existing Right of Way Marker ............................... ~
Existing Right of Way Une ............................... -
Pro
osed Ri
ht
f W
U
.................. ............ --~-
p
g
o
ay
ne
Proposed Right of Woy Une wish
Iron Pin and Cap Marker
Proposed Right of Way Une with
Concrete or Granite Marker ........................ -~~
Existing Control of Access .................................... - ~ ~ -
Proposed Control of Aaess ••••• ............................... ~-
Existing Easement Une .................................... --E--
Proposed Temporory Construction Easement •• e
Proposed Temporory Drainage Easement~••••••-- -~-
Proposed Permanent Drainage Easement ~•••-•-•- -PaE-
Proposed Permanent Utility Easement •-•---••••----•- -~-
RDADS AND RELATED FEATZIRES.•
Existing Edge of PavemoM•••••-• ............................... --
Existing Curb ............................................................. --
Proposed Slope Stakes Cut ............................... ---~---
Proposed Slope Stakes Fill .................................. --- F---
Proposed Wheel Chair Ramp ........................:......
Curb Cut for Future Wheel Chair Ramp °-•••°° ca
Existing MetalGuardroil ........................................ _~-L~_
Proposed Guardrail ..................................................
Existing Cable Guiderail --~~--•~---•••••••---~~----•~•--~~-- -a-~-~-
Proposed Cable Guideroil ••••••• .............................. ^ n n n
Equaility Symbol .................................................... 0
Pavement Removal °-°
l~'GETA77ON
Single Tree .................................................................. ~
Single Shrub .................................................................. o
Hedge ..............................................................................,,,~.~,•
Woods Une ..................................................................~+,,
Orchard ........................................................................... 4 4 fl fl
-----
Vlneyard ...................................._.....................................j- vu,eYaa -~
EXIST~G STRUCT7IRES.•
MAJOR:
Bridge, Tunnel or Box Cuhrort •••°•°-------°-•°•••
Bridge Wing Wall, Head Wall and End Wall ••~ ~ ~~
MINOR:
Head and End Wall ............................................... /~~
Pipe Culvert ................................ ------
Footbridge ................................................................... ?----(
Drainage Box: Catch Basin, DI or JB °-•°--•~•••••- ^~
Paved Ditch Gulfer .................................................. -----
Storm Sower Manhole ..........................................
Storm Sewer ............................................................ S
UTILITIES.•
POWER:
Existing Power Pole ................................................... j
Proposed Power Pole ................................................ b
Existing Joint Use Pole ............................................ -l-
Proposed Joint Use Pole°••-~~-•°••°-°°°•••°-°••••••-- -~
Power Manhole .......................................................... p
Power Une Tower ......................................................
Power Tronsfortner ........:........................................... 0
WG Power Cable Hand Hok --°°~°-•-----°-°°-~~- f5~
H-Frame Pole ............................................................ ~
Recorded WG Power Une .................................... ,

9 ( ) .............. -
Desi noted WG Power Une S.U.E.'
-
--~----
TELEPHONE:
Existing Telephone Pole ....................................... +
Proposed Telephone Pole ..................................... -C~
Telephone Manhole ................................................... ~
Telephone Booth ....................................................... D
Telephone Pedestal ................................................ m
Telephone Cell Tower .............................................. ~
IJ~G Telephone Cable Hand Hole -°°••--°--°°
Recorded l4G Telephone Cable -°••°•••••-•-•~-~-----
Designated l1G Telephone Cable (S.U.E.')~--- ----i----
Recorded lf~G Telephone Conduit ---°°~~---• ,<
Designated l1G Telephone Conduit (S.U.E."}• ----tt----
Recorded llG Fiber Optia Cable ...................... * ~-
Designated t1G fiber Optia Cable (S.U.E.7•• ----Tro---•
WATER:
Water Monhole ...........................................................
Water Meter ..............................................................:.. o
Water Valve .................................................................
Water Hydronl ............................................................. 4
Recorded USG Water Lina .................................... e
DesignaMd WG Water Line (S.U.E.'~ ................. - - - -~- - - -
Above Ground Water Line .................................. ~ ~+•~
N:
N Satellite Dish ........................................................ ~
N Pedestal .................................................................
N Tower ......................................................................
USG TV Cable Hand Hole .............................-.....
Recorded U~G N Cable ....................................... ,r

..
g .................
Deli paled U~G N Cable S.U.E.'

_
- - -n- - - -
Recorded l1G Fiber Optic Cable -•°••••••°°••••••° -rro-
Designated UG Fiber Optic Cable (S.U.E.'~-• ----nro---
GAS:
Gas Valve ................................................................... ~
Gas Meter ...................................................................
Recorded USG Gas Line ...................................... e
Designated l1G Gas Une (S.U.E.•) ..................• ----e----
Above Ground Gas Une .................................... ue we
SANITARY SEWER:
Sanitary Sewer Manhole ............• ..........................
Sanitary Sewer Cleanout ....................................... p
UT, Sanitary Sewer line ....................................... tt
Above Ground Sanitary Sewer .......................... uc sonlMry senor
Recorded SS Forced Main Une••-~•--•-•~~•--•••••-•••••• ~,-
Designated SS Forced Main Line (S.U.E.'J •~• ----~----
MISCELLANEOUS:
Ufil'dy Pole ........................:........................................... ~
Utility Pole with Base ............................................. p
Utility Located Object ............................................. ~
Utility Traffic Signal Box ..........................................
Utility Unknown UKi Une .................................... --„nt-
l1G Tank; Water, Gas, Oil ....................................
,4rG Tank; Water, Gas, Oil ....................................
U~G Test Hole (S.U.E *) .......................................... m
Abandoned According to Utility Records ••••••••• AA~g
End of Information .................................................... E.0.1.

SURVEY CONTROL SHEET R 2502E
I:UKUUYA FitJt I
GPS C®NTR®L NETW®RR
NOT TO SCALE
-L STA 298+00.00 BEGIN STATE PROJECT 3443811
LOCALIZED PROJECT COORDINATES
N = 46996L6770
E = 1841476.9309.
~ R0~'c~r
NCDOT GPS STATION R15B2^7 NCDOT GPS STA170X R2S9bd
LOCALIZED PROJECT COORDIIIATBS LOCAI.lIr~D PROJECT COORDDPA7ES
N = 1ll89.8950 N = 413766.1130
B ^ 18I312S3180 B = /81S373b810
~ N~.
Ncoor GPs srAlrox R150~d0
LOC.1Lrl.BD PROJECT COORDINATES
N = 188111.7150
B = 18538381910
STA 456+60.00 END STATE PROJECT 3443811
LOCALIZED PROJECT COORDINATES
N = 479505.8515
E = 1853375.7911
M~
~F
,~ Y
v$ 1
~ RUSHIIVG RD
SR 1600
v -n~
LEADER LN
-Y19-
os 1
~S
?~

DATUM DESCRIPT ION
w
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE SPATE PLANE COORDINATES ESTABLISHED BY
NCGS FOR MONUMENT '~RUITLAND u
WITH NAD 83/95 STATE PLANE GRID COORDINATES OF
NORTHING: 421332498(ft1 FASTING: 1809014,118(ftl
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
!GROUND TO GRIDI IS: 099986692
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'TRUITIAND" TO -L- STATION 298+OO,gO IS
N 41°18'3321 " E 56J51293'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
SPECIAL FORCES WAY
-Y18-
NOTES:
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP.•\WWW.DOHDOT.STATE.NC.USPRECONSTRUCT/HJGHWAY20CATION/PROJECT
• INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NETfVORX ESTABLISHED FROM EXISTING HARN MONUMENTATION.
SEE GP3 CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES,
NOTE: DRAWING NOT TO SCALE
DROWNING CREEK
NCDOT GPS STATION R2l02A
LOCALrlBD PRQIBCT COORDINATES
N 179036209D
B = 18530973670
NOTES
I. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN
(HIGH ACCURACY REFERENCE NETWORK)NAD 63/95 ADJUSTMENT, THIS
CALIBRATION WILL ALLOW THE END USER TO WORK WITHIN THE SAME
COORDINATE SYSTEM WHEN USING RTK IREAL TIME KINEMATIC) GPS AND A
LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL
REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEOEO TO
REDUCE POSSIBLE ERRORS, OR BIASES.
THE CDNTROL DATA FOR THIS PROJECT CdN BE FOUND ELECTRONICALLY
BY SELECTING 'PROJECT CONTROL DATA' AT;
NT TP://W WW.DOH.DOT.STATE,NC.US/P REC ONSTA UCT/HIGHWAY /LOCATION/PROJEC TI
THE FILES TO BE FOUND ARE AS FOLLOWS:
r2502b_Is_gpscalib_050308.html
r2502b_Is_wgs84.050308.txt
r2502b_Is_locoi_050308.t xt
r2502b_Is_control_050308.txt
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN RE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF
FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION ANO
SURVEYS UNIT.

SURVEY CONTROL S~TEET R 25028
GPS CALIBRATION REPORT
PROJECT ~ 82502 POINT RESIDUALS
FOR DISPLAY ONLY
TIP NUMBER 8.2502
USER NAME SCRANFORD DATE & TINE 4~27i46 PM 7/8/03
kGS84 C OORDINATES CALCULA TED POINT LOCAL COORDINATES WGS84 COORDINATES CALCULA TED POINT LOCAL COORDINATES
COORDINATE SYSTEM US STATE PLANE ZONE NORTH CAROLINA POINT 82502-2 - WGS84 NORTHING 450387.519SFT POINT 82502-2 LOCAL POINT 83680.2 WGS&I NORTHING 502645,764SFT POINT 83680.2 LOCAL
1983 3280 LATITUDE 34=59'09.93850'N EAST]NG 1824778.879SFT NORTHING 450387.526SFT LATITUDE 35.07'49.14918'N FASTING 1871372.484SFT NORTHING 502645.744SFT
HORIZONTAL DATUM NAD 1983 (CONUS) LONGITUDE 79=35'06,09010'W ELEVAT]ON 425.964SFT FASTING 1824778.868SFT LONGITUDE 79=25'48.86679'W ELEVATION 327.624SFT FASTING 1871372.515SFT
VERTICAL DATUM NA4088 GEOID MODEL GEOID99 ICONUSI 11EIGNT 321,965SFT HDRZ ERROR 0.013SFT ELEVATION 425.948SFT HEIGHT 223.408SFT HDRZ ERROR 0.037SFT ELEVATION 327.615SFT
COORDINATE UNITS US SURVEY FEET VERT ERROR 0.016SFT UTILIZED HDRZ AND VERT VERT ERROR 0.009SFT UTILIZED HDRZ ANO PERT
DISTANCE UNITS US SURVEY FEET 30 ERROR 0.020SFT DUALITY CONTROL QUALITY 30 ERROR 0.038SFT QUALITY CONTROL QUALITY
HEIGHT UNITS US SURVEY FEET
POINT 82502-3 •WGSB4 NORTHING 456838.663SFT POINT 82502.3 LOCAL PO]NT GRANNY WGS84 NORTHING 584945.872SFT POINT GRANNY LOCAL
LOCAL SITE INFORMA TION LATITUDE 35•BO'14,05722'N EASTINO ]830255.718SFT NORTHING 456838.670SFT LAT]TUDE 35=08'07.61748'N EAST]NG 1794493.463SFT NORTHING 504945.871SFT
LOCA.IZED AROUND FRUITLAND LONGITUDE 79.34'00.7I461'W ELEVATION 431.721SFT FASTING 1830255.708SFT LONGITUDE 79=41'14.58424'W ELEYRT]ON 557.344SFT FASTING 1794493.438SFT
LATITUDE 34.55'20.6332 L' N HEIGHT 327.660SFT HDRZ ERROR 0.012SFT ELEVATION 431.712SFT HEIGHT 455.370SFi HDRZ ERROR 0.025SFT ELEVATION 557.381SFT
L~4GITUDE 79.39'13.80534' W VERT ERROR 0.009SFT UTILIZED HDRZ AND VERT VERT ERROR 0.037SFT UTILIZED HDRZ AND VERT
SITE SCALE FACTOR 1.000133096 30 ERROR 0.0155FT DUALITY CONTROL DUALITY 3D ERROR 0.044SFT QUALITY CONTROL QUALITY

THE NORTH CAROLINA DEPARTMENT OF TRANSPORTRTION USES A LOCALIZED
LOORDINATE SYSTEM
WHICH IS VERY SIMILAR TO NORTH CAROLINA ZONE 3200 FROM WHICH IT IS
DERIVED.
PLEASE TAKE CARE IN UTILIZING THESE COORDINATES TO ELIMINATE CONFUSION OF
THE TWO SYSTEMS.
THIS FILE I8 TO AID IN THE USE OF REAL TIME KINEMATIC IRTKI GPS DURING
CONSTRUCTION LAYOUT.
DATUM TRANSFORMATION PARAMETERS
DATUM TRANSFORMATION COMPUTATION NOT REQUESTED
UPDATED DEFAULT PROJECTION (TRANSVERSE MERCATORI DEFINITION
UPDATED DEFAULT PROJECTION NOT REQUESTED
1
HORIZONTAL ADJUSTMENT PARAMETERS
NORTHING COORDINATE OF
ROTAT]ON CENTER 477451.679SFT
FASTING COORDINATE OF
ROTATION CENTER ]850096.836SFT
ROTATION ABOUT THE CENTER
POINT 0=60'60•
TRANSLAT]ON NORTH -0.011SF1
TRANSLRiION ERST 0.029SFi
SCALE FACTOR 1.00000014
VERTICAL ADJUSTMENT PARAMETERS
NORTHING COORDINATE OF ORIGIN
POINT 450387.5I9SFT
FASTING COORDINATE OF ORIGIN
POINT I824778.879SFT
VERTICAL SEPARATION AT ORIGIN 0,014SFT
SLOPE NORTH •1.296PPM
SLOPE EAST 0.541PPM
GEOID MODEL DEFINITION
GEOID99 I CONUS I
RESIDUAL DIFFERENCES BETWEEN GPS (WGS84) AND LOCAL COORDINATES
SUMMARY
MAXIMUM ERROR R00T MEAN SQUARE ERROR POINT
HORIZONTAL 0.0485FT 8.008 83680.1 -WGSB4
VERTICAL 0.037SFT 0:005 GRANNY WGS84
THREE-DIMENSIONAL 0.049SFT 0.009 83680.1 WGS84
POINT 82502-5 WGS84 NORTHING 464867.052SFT
LATITUGE 35=01'33.5974]'N FASTING 1B326B5.204SFT
LONGITUDE 79.33'32.05509'W ELEVATION 428.365SFT
HEIGHT 324.373SFT HDRZ ERROR 0.013SFT
VERT ERROR 0.0015FT
30 ERROR 0.013SFT
PO]NT 82502.5 LOCAL
NORTHING 464867.058SFT
FASTING 1832685.193SFT
ELEVATION 428.366SFT
UTIL]ZED HDRZ ANO VERT
QUALITY CONTROL QUALITY
POINT 82502-1 WGS84 NORTHING 448358.248SFT POINT 82502.1 LOCAL
LATITUDE 34.58'49.68521'N FASTING 1821667.443SFT NORTHING 448358.250SFT
LONGITUDE 79=35'43.33562'W ELEVATION 410.376SFT FASTING 1821667.433SFT
HEIGHT 306.446SFT HDRZ ERROR O.OIBSFT ELEVATION 410.351SFT
VERT ERROR 0.025SFT UTILIZED HDRZ ANO VERT
3D ERROR 8.027SFT QUALITY CONTROL QUALITY
POINT 82502.4 WGS84 NORTHING 461797,618SFT
LATITUDE 35=01'03.15808'N FASTING 1831227.739SFT
LONGITUDE 79=33'49.36924'W ELEVATION 434.969SFT
HEIGHT 338.967SFT HDRZ ERROR 0.014SFT
VERT ERROR 0.002SFT
3D ERROR 0.015SFT
POINT 82502.4 - LOCAL
NORTHING 46I797.620SFT
FASTING 1831227,725SFT
ELEVATION 434.967SFT
UTILIZED HDRZ AND VERT
QUALITY CONTROL QUALITY
POINT 82502-6 WGS84 NORTHING 466342.802SFT POINT 82502.6 LOCAL
LATITUDE 35.01'46.31562'N FASTING 1834898.933SFT NORTHING 466342.8B9SFT
LONGITUDE 79.33'05.53704'W ELEVATION 428.281SFT FASTING 1834898.9225FT
HEIGHT 324.243~T HDRZ ERROR 0.013SFT ELEVATION 428,284SFT
VERT ERROR 0.003SFT UTILIZED HDRZ AND VERT
3D ERROR 0.013SFT QUALITY CONTROL QUALITY
POINT 82502-7 - WGS84 NORTHING 471189.894SFT POINT 82502-7 LOCAL
LATITUDE 35.02'36.69608'N FASTING 1843125.3465FT NORTHING 471189.895SFT
LONGITUDE 79.31'26.92992'W ELEVATION 399.156SFT FASTING 1843125.348SFT
HEIGHT 294.9345FT HDRZ ERROR 0.003SFT ELEVATION 399.160SFT
4ERT ERROR 0.0B4SFT UTILIZED HDRZ AND VERT
3D ERROR 0.005SFT QUALITY CONTROL QUALITY
POINT 82502.8 WGS84 NORTHING 473766.727SFT
LATITUDE 35.03'02.29854'N FASTING 1845373.675SFT
LONGITUDE 79.31'00.05271'N ELEVATION 373.265SFT
HEIGHT 269.022SFT HDRZ ERROR 0.009SFT
VERT ERROR 0,006SFT
30 ERROR 0.011SFT
POINT 82502.8 LOCAL
NORTHING 473766.725SFT
FASTING 1845373.684SFT
ELEVATION 373.271SFT
UTILIZED HDRZ AND VERT
QUALITY CONTROL QUALITY
POINT 82502.9 - WGSB4 NORTHING 479036.219SFT POINT 82502.9 LOCAL
LATITUDE 35.03'54.60357'N ERST]NG 1853097.542SFT NORTHING 479036.209SFT
LONGITUDE 79 =29'27.4704L'W ELEVAT]ON 290.573SFT FASTING 1853097.567SFT
HEIGHT IB6,207SFT HDRZ ERROR 0.027SFT ELEVATION 290,581SFT
VERT ERROR 0.008SFT UTILIZED HDRZ AND VERT
3D ERROR 0.028SFT QUALITY CONTROL QUALITY
POINT 82502-10 WGS84 NORTHING 480171.756SFT
LATITUGE 35.04'06.07060'N ERSTING 1853838.160SFT
LONGITUDE 79=29'18.62854'W ELEVATION 362.097SFT
HEIGHT 257.736SFT HDRZ ERROR 0.033SFT
VERT ERROR 0.0095FT
30 ERROR 8.035SFT
POINT 82502.10 LOCAL
NORTHING 480171.745SFT
FASTING 1853838.192SFT
ELEVATION 362.106SFT
UTILIZED HDRZ ANO VERT
GURLITY CONTROL QUALITY
POINT 63680-1 WGS84 NORTHING 501326.848SFT POINT 83680-1 LOCAL
LATITUDE 35.07'36.06047'N FASTING 1870345.885SFT NORTH]NG 501326.831SFT
LONGITUDE 79.26'01.15653'W ELEVATION 326,8303SFT FASTING ]878345.930SFT
HEIGHT 222.601SF1 HDRZ ERROR 0.048SFT ELEVATION 326.821SFT
VERT ERROR 0.009SFT UTILIZED HDRZ AND VERT
30 ERROR 0.049SFT QUALITY CONTROL QUALITY
POINT FONCK - WGSB4 NORTHING 539264.230SFT
LATITUDE 35=13'52.66559'N FASTING 1902434.556SFT
LONGITUDE 79=19'36.36436'W ELEVATION 332.786SFT
FEIGHT 228.717SFT HDRZ ERROR 0.036SFT
VERT ERROR 0.024SFT
3D ERROR 0.043SFT
POINT RAEFORD 000 -WGS84 NORTHING 460815.806SFT
LAT]TUDE 35=00'57.62491'N FASTING 1941857.951SFT
LONGITUDE 79.11'39.30725'M ELEVATION 290.000SFT
HEIGHT ]82.719SFT HDRZ ERROR 0.025SFT
VERT ERROR 0.026SFT
3D ERROR 0.036SFT
POINT FONCK LOCAL
NORTHING 539284.244SFT
FASTING L902434.523SFT
ELEVATION 332.762SFT
UTILIZED HDRZ AND VERT
DUALITY CONTROL QUALITY
POINT RAEFORD 000 LOCAL
NORTHING 4608I5.8225FT
FASTING 1941857.9325FT
ELEVATION 290.026SFT
UTILIZED HOR2 AND VERT
QUALITY CONTROL QUALITY
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PANE ORDINATES ESTABLISHED BY
NCGS FOR MONUMENT "FRUITLAND"
WITH NAD 83195 STATE PUWE GRID COORDINATES OF
NORTHING: 421332498(f1I FASTING: }4014, f 18fffJ
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
18ROUND TO GRID) IS: 099986692
THE N,~ LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GRIXIND DISTANCE FROM
'FRUITLAND" TO -L- STATION 298+0000 IS
N 41°!8'3321 ° E 56T51293'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
NOTES
THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN
(HIGH ACCURACY REFERENCE NETWORKI NAO 83/95 ADJUSTMENT. THIS
CALIBRATION WILL ALLOW THE END USER TO WORK WITHIN THE SAME
COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A
LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL
REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO
REDUCE POSSIBLE ERRORS, OR BIASES.
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND EIECTRONICALIY
BY SELECTING 'PROJECT CONTROL DATA'AT:
HTTP://WWW.DOH.DOT.STATE.NC.US/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
r2502b_Is_gpscalib_050308.html
r2502b_Is_wgs84.050308.txt
r2502b_Is_local_050308.txt
r2502b_Is_control_050308.txt
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT, IF
FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND
SURVEYS UNIT.

PIOIECI A6BBVCE N0. SHEET N0,
SURVEY C~11 iTROL SHEET' R 2502B
BL
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
........t ...............................
BM18 ELEVATION • 428,08
24 ~-24 469649.6608 1841045.8940 429.09 292.69.57 42.34 RT N 470008 E 1840958
25 6L •25 478386.3240 1842266.7830 486,29 306.95.13 4g, 33 RT L STATION 293.74 314 LEFT
26 BL-26 478771.7218 1842762.3928 402.33 313.16.25 34.96 RT RR SPIXE ]N BASE OF POMEA POLE
107 82502-7 471189.8958 1843125.3480 399.16 318.66.85 8.34 RT
27 BL-27 471889.3970 1843738.2890 384,25 327.96.87 8,48 AT ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,
28 BL •28 472676.4398 1844437.5610 370.35 338.49.68 1.19 LT BM19 ELEVATION 401.83
198 82502-8 473766.7250 1845373.6840 373.27 352.82.57 42.87 LT N 478113 E 1842374
29 BL-29 474571.4890 1846429.4260 334.79 366•x.26 58.85 LT L STATION 386.44 337 RIGHT
30 BL-30 474968.8128 1847876.7430 331,35 373.56.35 68.50 LT RR SPIKE IN BASE OF POKER POLE
31 BL•31 475426.7260 1848822.5138 313.64 384.07.07 56.81 LT ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,
32 BL •32 475952.0900 1849098.9590 293,96 395.98.00 71.81 LT ,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,, ,,,
33 BL•33 416899.5300 1849748.0800 287,66 402.50.00 62.43 LT 8~ ELEVATION • 400.55
34 BL•34 476172.2280 1851179.7330 282.41 916.64.56 80.82 AT N 471757 E 1843381
35 BL•35 476542.7010 1851632.3030 281.63 422.29.14 45.58 RT L STATION 324.68 178 LEFT
36 BL•36 477467.0910 1852183.1988 281.92 432.98.05 6.82 AT RR SPIKE IN BASE OF TRIPLE 24' PINE
37 BL-37 418186.2318 1852601.5048 260.67 M]•30.80 1.86 RT ,,,,,,,,,,, ,,,,,,,, ,,,,,,,, ,,,,, ,,,,,,,,
109 82502-9 479036.2090 1853097.5670 298.58 451•]4.13 1.63 LT ,•,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
110 82502.10 480171.7450 1853838.1920 362.10 OUTSIDE PROJECT LIMITS 8M21 ELEVAT[ON • 371.30
N 473]81 E 1845167
BY17 L STATION 347.12 287 RIGHT
POINT OESC. NORTH EAST ELEVATION Y17 STAT [ON OFFSET RR SP]KE IN BASE OF POVIER POLE
25 BL•25 470386.3240 1842266.7830 406.29 14.88.41 29.82 LT ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
59 BY17-59 470083.3860 1842397.0898 401.52 11.44.58 14.31 LT BM22 ELEVATION • 340.37
N 474626 E 1846228
BYIB L STATION 364.76 214 LEFT
POINT OESC. NORTH EAST ELEVATION YIB STAT]ON OFFSET AR ~1KE [N BASE OF 15' PINE
34 BL-34 476LR.22B0 1851179.7330 282.91 15.08.65 119.82 LT •••••••••••••••••••••••,••, •••••••••••••
60 BY18-60 475959.4308 1851465.2970 285.11 11.83.32 22.54 LT BM23 ELEVATION • 338.60
N 474984 E 1847552 C

L STATION 377.89 131 AIGHT DATUM DES
RIPTION
RR SPIKE IN BASE OF 18' P[NE
:;:;;:;:;;;;;;;;,,,,:::;;::;:;:::;;:;; THE LOCALIZED COORDINATE SYSTEM DEVELDPED fOR THIS PROJECT
BM24 ELEVATION • 294.21 IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
_ N 475610 E 1848917
L STATION 392.94 178 RIGHT NCGS fOR MONUMENT "FRUITLAND"
RR SPIKE IN BASE OF 15' GAK WITH NAD 83/95 STATE PLANE GRID COORDINATES OF
'•'°"""""""""""""""""' NORTHING:427332.498(ft1 FASTING: 1804014.118((11
- BN25 ELEVATION 286.74
N 476306 E 1850433 THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
0
S
3
EF
N (GROUND TO GRIDJ IS
0
99986692
]N
PINE
RR
SPIKE
8ASE oF
15 :
,
.....' .........................'........ THE N,C. LAMBERT GRID BEARING AND
BM26 ELEVATION • 281.11 LOCALIZED HORIZONTAL GROUND DISTANCE FROM
N 476842 E 1851626 ~Cp1~tT
LAND" TO -L- STATION 298+00
00 IS
`
L STATION 424.63 t51 LEFT I lIUlI
,
RA SPIKE IN BASE ~ 24' DOUBLE OAK N 41 °18'3321 " E 56,751293'
•°"••'•'°•"••'°'••••"`•°••••"°• ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
3B2,08
M
E~
A VERTICA
AT
M
I
NAVD 88
479139
N
E
18528B5 L D
U
USED
S
L STATION 450.95 237 LEFT
RR SPIKE IN BASE OF POKER POLE
NOTES
THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARK
(NIGH ACCURACY REFERENCE NETWORK)NAD 83/95 ADJUSTMENT. THIS
CALIBRATION WILL ALLOW THE END USER TO WORK WITWN THE SAME
COORDINATE SYSTEM WHEN USING RTK (REAL TIME KINEMATIC) GPS AND A
LOCAL BASE STATION. IF ANOTHER SYSTEM SUCH AS VRS (VIRTUAL
REFERENCE STATION( IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO
REDUCE POSSIBLE ERRORS, OR BIASES.
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY
BY SELECTING 'PROJECT CONTAOL OATA'AT;
HTTP://WWW.DOH.DOT. S TATE.NC.US/PAEC ONSTRUCT /HIGHWAY/LOCATION/ PROJECT
THE FILES TO BE FOUND ARE AS FOLLOWS:
r2502b _Is_gpscali b_050308.html
r2502b_Is_wgsB4_050308.txt
r2502b_Is_ local_050308.txt
r2502b_Is_control_050308.txt
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF
FURTHER 0lFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND
SURVEYS UNIT.

REruaHS PROUCT RE{EA8'ICE N0. SHEET Ho.
R-25028 2
Aw Y+EEr No.
RGADWAY DESICiM
EHGU4~
PRELIMIN
GD MGT 0!f HYORNNILS
BHGYI®t
Y PLANS
COMROCfp]P ~~
H 5 M M I
ARCHITECTS -ENGINEERS • PLANNERS
]305 NAVAHO OA. SUITE 303 RALEIGH. NC 21609
F {-
VN

f t-
VN
WE
V'E
=WIDEN 8Y 3'WHERE GUARDRAIL IS REQUIRED
DETAIL SHOWING -L- NARROW WIDENING
PAVEMENT SCHEDULE
PROP, APPRO%. S" ASPHALT CONCRETE SURFACE COURSE,
~ TYPE 9G.6C, AT AN AVERAGE RATE Of 768 IBS. PER 80. YD.
1M EACX OF TND LAYERS.
PROP. APPAO%, E1Q" ASPHALT CONCRETE SURFACE COURSE,
C1 TYPE 8FG.6A, AT AN AVERAGE RATE OF 140 LBB. PER BD. YD.
IM EACH DF TINI LAYERS.
PROP, VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
CZ SB.iC, AT AN AVERAGE RATE OF 114 L88. PER B0. YD. PER 1"
DEPTH. TO-BE PLACED IN LAYERS MOT TO E%CEED 113" IN DEPTH
D PROP. APPROX. 4" ASPHALT CONCRETE INTEAYEDIATE COURSE,
TYPE 11Y.OC, AT AN AVERAGE RATE OF 466 LBB. PER 80. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERYEOIATE COURSE,
D1 TYPE 119.OC, AT AN AVERAGE RATE OF 114 IBS. PER 6G. YD„
PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS TXAN 2l4
IN DEPTH OR GREATER THAN 4" IN DEPTX.
E PROP, APPROX. S' ASPHALT CONCRETE BASE COURSE,
TYPE B26.OB, AT AN AVERAGE RATE OF S42 IBS. PER B0, YD.
Et PROP, APPROX. 4" ASPHALT CONCRETE BABE COURSE,
TYPE 82b.OC, AT AN AYEflAOE RATE OF 456 LBB. PER 80. YD.
~ PflOP. B" AGGREGATE BABE COURSE.
,11 PROP, 6" AGGREGATE BABE COURSE.
~Q PROP, VAR. DEPTH AGGREGATE BASE COURSE.
P PRIME COAT AT THE RATE OF .G6 fLSI. PER S0. YD.
R E'•A' CONCRETE CURB ANO GUTTER.
T EARTH MATERIAL.
U EXISTING PAVEMENT.
MOTE: PAVEMENT EDGE SLOPES AflE 1:1 UNLESS 8HOIIN OTHERNIBE.
~ aVAR1ABLE -L- STA.385+43.88 TO -L- STA366+~

AEVISIWJS
ARONCT AEffY91CE N0. SHEET N0.
R-25028 28
NYf SiBEt N0.
coAnwAr DE~pN NYDAAIRICS
ENGNIEEp BIGErI~
PRELIMIN RY PLANS
ro Iar oAe aaarAOCnar
H S M M
ARCHITECTS -ENGINEERS -PLANNERS
O N0.VAH0 D& SUITE 303 RALEIGH. NC 27609
z-a~r-y r2'-o~
TURN LANE
g
GRADE GRADE
POINT POINT
oae Frig °DE one FriFr aaP FriFr
va
f {-
-L- STA 436+47 TO -L- SfA 438+02

~ ~_
TYPICAL SECTION 6
-rn- STA 12+00.00 ro -rn- STA r4+96.44
-YrB- STA 10+00.00 TO -Y18- STA 15+4798
=WIDEN BY 3'WHERE GUARDRAIL IS REQUIRED
NOTE: PAYEYENT EDDE ELOPES AAE 1:1 UNLESS 6HONN OTHERMISE.
~ -r18-
ae -
CONCRETE
ISLAND
DETAIL OF CONCERETE ISLAND AT TURN LANES
-L- STA 302+26 TO -L- STA 306+70
-L- STA 307+85 TO -L- STA 311+g6
-L- STA 318+86 TO -L- STA 323+20
-L- STA 324+30 TO -L- STA 328+44
PAYENENT SCHEDULE

~ PROP. APPROX. 9" ASPHALT CONCRETE BUAFACE COURSE,
TYPE S8.6C.

C1 PROP. APPROX. Y3~" ASPHALT CONCRETE SURFACE CWASE,
TYPE BFB.EUI.

CZ PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
88.60,
D PROP. APPROX. 4" ASPHALT CONCRETE INTEAYED[ATE COURSE.
D1 PROP. YAA. DEPTH ASPHALT CONCRETE INTEAYED[ATE COURSE.

E PROP. APPRO%. S" ASPHALT CONCRETE BASE COURSE,
TYPE B26.08,

E~ PROP, APPROX. /" ASPHALT CONCRETE BA8E COURSE,
TYPE B26.OC.
~ PROP. S" AGBREOATE BASE COUp9E.
~~ PROP. S" AOBREOATE BABE CWASE.
~Q PROP. YAP. DEPTH ASGREBATE BASE CWRSE.
P PRIME COAT AT THE PATE OF .36 QAL, PER S0. YD.
A Y'•B" CONCRETE CURB ANO OUTTEp.
T EApTX MATERIAL.
U EXI8TIN0 PAYEYENT.
TYPICAL SECTION 7
-Yr9- ST'A 4+00.00 TO -Y19- STA !3+8127

REVISIONS
f AIRVEY
VN
WE
~~~ ~~~
i ~~
~~ U ~•,~
4 VI' ANN ~ 7 WP AWL
Detail Showing Method of Wedging

=WIDEN BY 3' WHERE GUARDRAIL IS REQUIRED
g -L-
uVARIABLE -L- STA4l3+20 TO -L- STA427+77.44
-L- STA445+74 TO -L- STA451+00
YM
a
z
F {- _= VARIABLE -L- STA366+00 TO -L- STA373+99.3!
-L- STA908+51A8 TO -L- STA413+20
-1- CTd d~,1+fY1 T1T -f - CTd dS~+Fl1
-L- STA 366+00 TO -L- STA 413+20
-L- STA 451+00 TO -L- STA 456+50
-L- STA 438+02 TO -L- STA 451+00
F'E
=WIDEN 8Y 3'WHERE GUARDRAIL 1S REQUIRED
PROXR.T IEF9MNCE NO. SHEEP N0.
R-25028 2A
Mw aEBLT Ho.
ROADWAY DESIGN HYDRAIAICS
BJfiB~E9 E1NiEVEBI
PRELIMIN RY PLANS
m Aar oo aaArnucrEn+
H S M M
ARCHITECTS -ENGINEERS -PLANNERS
1305 NAYAHO OA. SUITE 303 RALEIGH. NC 27609
PAVEMENT SCHEDULE
PROP. APPAO%. 9° ASPHALT CONCRETE SURFACE COURSE,
~ TYPE S8.6C.
PROP. APPRO%. 4TH" ASPHALT CONCRETE SURFACE CWRSE,
~~ TYPE 8FS.5A.
PROP. YAA. DEPTH ASPHALTCONCAETE SURFACE COURSE, TYPE
C:2 68.5C.
D PROP. APPROX. ~" ASPHALT CONCRETE INTERMEDIATE COURSE.
D1 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE.
PROP. APPROX. 9" ASPHALT CONCRETE BXSE COURSE,
E TYPE 846.08.
PROP. APPAO%. 1° ASPHALT CONCRETE BASE COURSE,
Et TYPE B25. DC
~ PROP. 8" AGGREGATE BASE COURSE.
,Jt PROP. 8" AGGREGATE BASE COURSE.
~Q PROP. VAR. DEPTH ABOREGATE BABE COURSE.
P PRIME COAT AT THE RATE OF .35 GAL. PER S0, YD.
A 4'•S' CONCRETE CURB AXD BUTTER.
j EARTX MATERIAL.
~ EXISTING PAYEYENT.
NOTE: PAYEMENT EDGE SLOPES ARE 1:1 UKLE88 SHONN OTNERYRSE.

Y 1

E
e

VARlAB!£ SIDPE
~'_
r7~ To
q -r-
TYPICAL SECTION 6
-Yll- STA 12+00.00 TO -Y17- STA 14+96.44
¢ -C-
v~~a
~-q ro
~ -Y19-
VARIABLE SLOPf
~ CROSS LVERS-
NOTE:TRANSITION FAON EXIS7.PAVENEM TO
PROPOSED CROSSOVER
y~ G C-0 -SBXOVR- STA13+85.56 TO 570.15+0626
-NBXO/R- STAIQiWDO TO STAI1+3776
N0T6TAAN5(T10N FROM PROPOSED CROSSOVER
TO fXIST.PWENENT
-SBXO/R- 5TA18+9173 TO 57A20f09.f,V
-NBXOVR- STA15+377170 STA16+537!
1
C!
-~~~-~ ,89. .t2 ~ ~, FDPS =FULL DEPTN PAYfO SHOULDER
3g
E\\
J GRADE 70
TNfS UNE
TYPICAL SECTION 8
-S8X0/R- STA 15+0626 TO STA 18+94.73
-NBXOVR- STA 11+3776 TO STA 15+37.71
• "WIDEN BY 3'WHERE GUARDRAIL 1S REQUIR
PAOA:CI ND. SHEET NO.
R-25028 2B
N)ADWAY DESGN PAVE+.IEM DESIGN
ENGRIEE0. ~ e1GIINEEA

PRELIMIN RY PLANS
ro amr w ax+slMUCnoN
~~,~
ETNEA]LL ~ mH~pn
ENOINEEA]NB rs nv seam
~~~
7R115FlYRA7W PLWMM6/QE$/iN - 8@q~/S/NATUPE LIEAGY
CNC/5/!E AEON - 675/G"S - D7A5TACC(DM OBSEAVAp!
2'-0' 2'-9' 12'-0'
TURN LAME
~'
GRADE GRADE
POINT POINT
OD2 FT/FT ~ R02 PT/FT 002 FT/fT
5"CONCRETE !BLAND (KEYED-1N1
DETAIL OF CONCERETE ISLAND AT TURN LANES
-L- STA 302+26 TO -L- STA 306+70
-L- STA 307+85 TO -L- STA 31!+96
-L- STA 318+86 TO -L- STA 323+20
-L- STA 324+30 TO -L- STA 328+44
PAVEMENT SCHEDULE
PROP. APPRO. 8' ASPHALT CONCRETE SURFACE COUA9E,
~ TYPE SB.SC.
PROP. APPRO%. 1N1' ASPHALT CONCRETE SURFACE COURSE,
~~ riPE 8F8.5A.
PROP. VAR, DEPTN ASPHALT CONCRETE SURFACE CWASE, TYPE
D2 66, 5C.
D POOP. APPRO%. 4" ASPHALT CONCRETE INTERYEDIATE COURSE.
Dt PROP. APPAO%. 21+1" ASPHALT CONCRETE INTERYEDIATE COURSE.
D2 PROP. VAR. DEPTH ASPHALT CONCRETE INTERYEDIATE CWASE,
PROP. APPRO%. 3" ASPHALT CONCRETE BASE COURSE,
E TYPE B25.OB.
PROP. APPRO%. /" ASPHALT CONCRETE BABE COURSE,
Et TYPE B2i.OC.
J PADP. B" AOOflEBATE BASE CDURSE.
J1 PROP. VAR. DEPTN AGGREGATE BABE COURSE.
P PRIME COAT AT THE RATE OF ~.9i DAL. PEA S0. YD.
A 2'•S" CONCRETE CURB AND GUTTER.
T EARTH MATERIAL.
~ E%I8TIN0 PAVEMENT. -
ED NOTE: PAVEMENT EDGE SLOPES ARE 1:7 UNLESS 8HOYN OTNERYIBE.
uuvu
-L- STA 436+47 (END BR1DGElTO -L- STA 438+02
Detail of Asphak Wearing Surface on Approach Slab
:nn urvt
TYPICAL SECTION 7
-Y18- STA 10+00.00 TO -Y18- STA 15+4788
-Y19- STA Il+Op,00 TO -Y19- STA 13+8127

~ P
P
n
m

I /
y „~
A
/~
~~
/~h
a
GORDON M0.TTHEWS
DA lOA6 PG 107
O
cone uoN
75
W CECILIA TRGDTMAN
OB 1122 PC /8
i
_r
- tQ2Q-t ~'~
u E._-----E E-
_~
~f ~'
:ONC~w -~~~-~'~
__ ~~ ~-
-115 1 SBL 2E BiT - ~~~-'
~_ -~ r N r
m ~ y
fW")~ ~~~
_--~-~srzr-esT- N ____--_- ~_
a
-4
PAR PROPERTIE570F ALAMANCE, LLC
DB 2353 -PAGES 312380
m
A
G~~O
~~ O 0~
~P
SOUTHBOUND CROSSOVER
N

~'2'K4':ONC XW
---- -ia~rclxwrw --
b
~_____
__ ~~
`~ a
a
E%ISiING R/N ,,rr~~
W
--- --~ 1-
NN
>.o-,~-rRU-~srrwn~~
/
^_~ i ~ //F 1147 TRPWS I(
~~ ~~
L5
.,
~-

1 ~ E1P
1
l
E%IS7IND A/p
~
1 g
~
1 ~
I PI
I $/
o/
1!?1.A~~Lf!~11
al
II
ij
11
II
I i ?

m

i1 \J
- MCLEOD BRYAN
I
i I
I D8 727 PG 2R
I
EW

~~ ``
51549•
N<rye'p•E
\ -SBXOVR-
PI Sta15+4~53 Pf Sta Ibt5459
~ = 1652'09.8'?L7`t8~J652'04TfRr7
D = 524'189' D = 5'24'-18~oDNC uaN
L = 312AT L = 312,07
r = r5rn' r = r5rn'
R = l,060.IXY R = 1,060AD•
;\~\~~.
fAOBCT AEflEEBiCE N0. SHEET N0.
R-25028 2-C
Aw ulsr Ho.
ROADWAY DESIGN HYDRAWCS
~~ FNGWEEE
PRELIMIN RY PLANS
m H01' Df arm xurnmi

eei a.. i.u~ lu ww w
~I ~~
ETHEAILL
T HOI'~ r: m en am
rA,wsnmugr nwwewoEUx - emaSEisrWU'ruWt aEUn
~ E OES.GW - C75/5P5 - [pvSfRCC7pN OBSEMATIOM
n~
_ ps4 ___-_ -___
~ '.l
1 I
I I
x-x--X
~ .yam ©©©C ©p q ©©X © ©q~ I ;I x-x ,
A a C3~ I I Q©©©©©
© I © li
y ~ , 1
~ QQ i I
© V1 II
0 I I
© i ', d
~ ~ I
+ ~ 1 1
pO p ~ I
© •~A9 © ~ ~
i
a a ~~p ~`
a~
a a a a ©~~©~. .
a ~ ~ ~.
© © a¢
a ©°
a
-c- rcr~
C(

N
oa
0
0
SEE SREEr 24 FOR CROSSOVER PROFILES

Y

Z

P
J
n
m
3
l
NORTHBOUND CROSSOVER
G~~~
~~pg
~P
N~ ? -NBXOVR-
PI Sta 15+0170
"s„,° p `18'47'IO,GfRTJ p = 1632'541fLTJ
o D = 524' 189' D = 524' 189'
L = 34756' C = 306!5'
T = !7535' T = !5415'
$~ R = 1p60A0' R = lAS0.00'
CORDON MATTHEWS +
b
OB 1046 PG 101 ~~
N
O~ h
~O
x
coNC u0H 1 0 '~
4, a
J
75 I I
z J /
a ~ CECILIA TROl1TMAN + - ~ 1
OB 1122 PG 46 ~ '
_ +
+ + - + -~ r r
'
u E---'--E E 'r~J'
y ~ ~' .. E%ISTING A/W .. .. .. .. ..
,. .. .. ..
I f"2'x4•CONC Hw
--- TO ~'CWINGN4N ~ ~ US '
~~~s- +
ONL _ ~-
I _ ~-- ___ ----- F ____ `- _ _~ -L- fLTI
_~NSlsei 29'BST ~~~-- A76p BANS?!(INC ~C F ~ ~ `~~
_ --'" Q ~ YY R~ F ~ ~
-=i= ~ m ~ ~ ~ p ~ ~ ~ ~ ~~_ _ usaarA~wsrr~
~ ~°o
1
~I a
0
w -~

KWECf ra. sr~r ra.
R-25028 2-D
MW SH@T NC1.
IOADWAY DESIGN HYDAAUIlCS
~~
PRELIMIN
m T4vr oa RY PLANS
mnalxucrmw
YO klr tmWIM LL fuY H
wryly, nc 7T4w1
~eiu w.: ,w ~, wwn
T =~ r.~ m en aw
TNarslnvraWw PuwmxcioESUN • evacErsrPUrwaE acs~cx
CNH/SITE BESGI - G1S/G°5 - CON57AGCfGY OBS£AVapx
~ a
0
`^"r~ii~r
~ I
,1
1 I
II
II
x-x-
ogao~7j '~ ©©©fl©a
I
t? pp I 1
I
Q'
1
I
11
I
11
I
© 1 1
~ t
~ I
© 1 11
.\
~E~,,,
Q f.1 © `
a
d © ~,
Q
© pew
© © p
....~ ~ a {~ a ©~a©©©©
d
O
MCLEOD BRYAN
08 727 PG 217
4
I Q
~ ~ ~©
Q ~ p
4 ~ Q~
a
~ a
a ~
0
N
-L- fLT) 456+50 E
SIS39
N41YW'47'[
~pca+c uoH
``~~B fir`.
CI

JJt(.l tY-Z~UCt3
SEE SHEET 24 FOR CROSSOVER PROFILES

Y ~
~.
N
d1
u
i
0
0
m
v
i
v
0
js
N
m
iN
NN
v':0
ma
° m~
~Q
o.,
09
N ~~
>m~
oai
ZV~ U
03tl

Q
v "'
~
H
'

~ H
z
U)p0
r
m ~~~ ~
i
i Z-I= D
_ D m
y
~ GENERAL NOTES:
~ ~ p -CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS,
z _
H o r m EXCEPT THAT A 15 SPACING MAY BE USED WHEN A MACHINE IS
n = ao Z USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN
~ y D BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
~ ~ -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
p p -CONTRACTION. JOINTS MAY BE INSTALLED WITH THE USE OF
Z TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
NON-TEMPLATE FORMED JOINTS SHALL BE A MIN. OF 1l~" DEEP.
-ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER
AND SEALER.
-EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
N

t0
m
z ..
n p
r
O H
Z N
C1 = 3/g"xi"DEEP
GROOVED OR SAWN
JOINT TO BE FILLED
m H WITH JOINT SEALER

r
C p ~ ~~ RAD • PAVEMENT
~ ~ •' SURFACE

H °. v
~• P' • ~' ~ ~ ~' • •v' ~ ~ ~' . 'p' , •p'
' • ', •p'
•
p PROPOSED ~' • '~'
C m0 CURB & GUTTER PROP.
-I ~ JOINT PAVEMENT

m LONGITUDINAL JOINT
rr RAD. 9n 2'-On
Ml ..I / RAD . 1~8~ RAD
~. -
N °. ,
. o''• .. '. ~''• , • '. ~'.
1~~~ RAD. ~ ~~_Q~~ ~
2'-9" CURB AND GUTTER
SECTION VIEW OF CURB AND GUTTER
~2 n
~ntur rr~ i rn
'N
T
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS
846D01
z
o~
~ }
Q Q
H~~U
O
lL J H '
00~2Z
aU~~N
H
cAF-~O~
OpNQ
z ,; ac
~ H
~~
w
W
H
o ~
~ ~
~ ~
z
Q m
~ ~
J
H W
w W
~ ~.
V
aj Z
~ O
~ V
Z
W
i
N
HEET 1 OF 1
846D01

'X' BAR W4 REBAR HORZ.
r, r

-
~

~ ~
~~

~~
-

._
-
-~
-
- _~
-~
~ ~
~ ~
~ ~
- ,
~ ~
-
-

OPT. CONSTRUCTION JOINT
L
ELEVATION
I
I I

'X' BARD
p~AN
.-
W
O
SZ
W
~; w._- W
~Yt N
SLOPE AS INDICATED ON PLANS
i
i
~ i-'X' BAR
" 9~~ #'4 REBAR HORZ.
~~ v
- _ S =
- -~
x ~ --- o ---q ~ - --~-~PE-
%~ , (RCP OR
~_ CSP)
W N
0
m B ''
END ELEVATION
'B'-4"
DOWEL 'X' BAR
m
R4 REBAR HORZ.
DIMENSIONS AND QUANTITIES FOR RCP OR CSP
CALCULATIONS BASED ON CONCRETE PIPE
DIRE H1 MINIMUM DIMENSIONS
D H1 B G T 5 l
15" 3'-3" 1'-8" 2'-9" 2~" 91~" 5'-8" 0.7
18" 3'-7" 1'-10" 3'-2" 21~" 10" 6'-4" 1.0
24" 4'-2" 2'-1" 4'-0" 3" 10" 8'-0" 1.5
30" 5'-0" 2'-8" 4'-7" 4~" 1112" 9'-2" 2.3
36" 5'•8" 2'-8" 5'-8" 4~" 12Y2" 11'-0" 3.4
REBAR IN ENDWALL (H~ MIN.)
USE WITH PIPE DIR.
RC OR CS 15" 18" 24" 30" 36" 42" 48"
PIPE QTY QTY QTY QTY OTY OTY OTY
'X' BARS 6 7 9 10 12 14 15
HORZ BARS 4 4 5 6 7 7 8
TOTAL LBS. 41 50 74 112 131 161 195
SLUICE GATE DIMENSIONS
PIPE DIAMETER A 15" 18" 24" 30" 36"
GATE DIAMETER B 22" 25" 32" 38~$" 48"
FRAME HEIGHT, MIN. C 36" 36" 48" 60" 72"
H. W. HEIGHT, MIN. D 4'-51~" 4'-7" 5'-10" 7'-1" 8'-4"
H. W. WIDTH E 5'-8" 6'-4" 8'-0" 9'-2" 11'-0"
GENERAL NOTES:
1. LIMIT VARIABLE HEIGHT DIMENSION (H) TO FRAME HEIGHT OF
SLUICE GATE, 3' ABOVE THE H~ DIMENSION OR 10' WHICHEVER IS LESS.
2. ATTACHMENT OF GATE MAY REQUIRE SPECIFIC POSTIONING OF PIPE AND/OR
MODIFICATION OF ENDWALL. CONFIRMATION OF GATE DIMENSIONS AND
ATTACHMENT METHOD IS RECOMMENDED PRIOR TO CONSTRUCTION OF ENDWALL.
3. PLACE N0. 4 REBAR ON 12" HORIZONTAL AND VERTICAL CENTERS
WITH 2" MINIMUM CONCRETE COVERAGE.
4. CONSTRUCT 1" CHAMFER OR RADIUS ON ALL EXTERIOR CORNERS.
5. USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
6. USE WALL THICKNESS (T) TO COMPUTE QUANTITIES, NOT TO INFER SIZE.
7. WHEN THE BASE IS POURED SEPARATELY, LEAVE THE POUR ROUGH.
8. USE CLASS 'B' CONCRETE.
9. CUT OR BEND REBARS AS NEEDED TO ACCOMMODATE PIPE.
NOTE:
-THIS DETAIL FOR THE SLUICE GATE PROVIDES ONLY BASIC
INFORMATION FOR PLACEMENT.
-INSTALL THE SLUICE GATE IN ACCORDANCE WITH THE
MANUFACTURER'S DIMENSIONS AND SPECIFICATIONS.
-SEE PLANS FOR LOCATIONS AND PIPE SIZES
H2 OUANTITES
PIPE
DIR. PEA 1
ADDTIONAL HEIGHT
D SLBS L YD~
15" 7.5 0.2
18" 8.7 0.2
24" 11.1 0.2
30" 12.6 0.3
36" 15.1 0.3

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PARCEL No. SHEET No. PROPERTY OWNER NAME

1 4 Shonda Storr
2 4 Charles Blue
3 4 Jackie Sloan
4 4 Pearl Smothers
5 4 R er Thom son
6 4 Melvin Hart EsL
7 4 W.R. Land
8 4 Raul Pell
9 4 Louise Hart
10 4,5 Doroth Greene
11 4,5 Whitte Ha ins
12 5 Glad s Brown
13 5 Charles Smith
14 5 Ammie McKo
15 5 Bobb Rae Jones
16 5 Ra and McRae
17' 5 Nester McMillan
18 5 ELR Ente rises, Inc.
19 5 Willie McRae
20 5,6 Andrew White
21 5,6 Melinda R. Haile
22 6 Ive Little
23 6 ELR Ente rises, Inc.
24 6 Antis Washin ton
25 6 AlexWashi ton
26 6 Curtis Monroe
27 6 Willie Washin n
28 6 Ella Little
29 6 Midstate Homes, Inc.
30 6 Grace Stroman
31 6 Hunter V. Easterlin
32 6 Oliver V. Stroman
33 6 Olivia Peace
34 6 Ga Alb ' ht
35 6 Earnest Collins
36 6 Florence McKeithan
37 6 Lenita Cam bell
38 6,7 Olivia Peace
39 6,7 Lonnie Blue Jr.
40 7 Willie S ell
41 7 Cad Brinkle Jr.
42 7 Lowell Deann Johnson
43 7 Thelma Grace McKo
44 7 Martha B. Rushin
45 7 Cad W.Isaac
46 7 Olivia Peace
47 7,8 Bobb Bethea
48 7,8 Olivia Peace
49 8 Ruth land
50 8 EI¢abeth Scott
51 8 Andrew Rollins
52 8 Rebecca Williams
53 8 Freddie McNeill
54 8 Ella McMillan
55 8 Full Gos I Church of God
56 8 Chester McLendon
57 8 Easement
58 8 Timoth Isaac
59 8,9 Martha B. Rushin
PARCEL No. SHEET No. PROPERTY OWNER NAME

60 8 Burnesi McRae
61 8,9 Lee T ner
62 9 Ruth Land
63 9,10 Jose h J. Ros
64 9,10 Southern Products and Silica
65 10,11,12 Shirle Ann T er
66 12 Donato C. Locklear
67 12,13,14 Bowater Inc.
68 12,13 James E. Pu h
69 13 United States of America
70 13 Reaves Landsca in and Desi n Inc.
71 14,15 Robert F. McLeod
72 15 Gordon Matthews
73 15 William Dabbs
74 15 William Joseph Brvan

e
P
P
n
I I
I I
I I
I I
I I
I I
I I
,I

1~1
I I
~I . I
I I I
21 1 I
CN t I
i I
I I
I I
I I
a
i
1
~~
I
I 1
I
I
I
I
i
I I
I I
I I
I I
a I I
00 I I
~ I I
I I
I I
III
I I
I I
Oy I I
I~
zll
a I I
N I I
I I
I I
pl I I
I I I
I I
09 I i
i
°>
S
e
.. I
`` i 0
` I -L- STA.289+99J8 END T!P PROJECT R-2502A
1 ~
i -L- STA.298+00.00 BEGIN TIP PROJECT R-25028
!e/ Jer tlveM, K xWN IM M'A1E[T EEFERENCE 140.
lrredu NC.77dp
~. m rlo°n
ETHFAILL
Ae: nW Wn not
'T'~~ kW SHEET NI
EOADWAY OE31GN
FRN6fg77ApN PGYWMG/OESCN - BItlGE/9rAWllxE l1E9Wi5Y ENGf4EHl
CNM/9rE GESXA' - G6/G°5 - COW57PoATAN GeSEM,PM
SHEET NO.
EIYDMULM;S
ENGNE9l
iEFFEHSDN OR_ ~L ''~ '' EI '' g, EIP ~l O
- `. N5499'3YE ' 20L7M 71.15' ~ N39'@'SI'W ~ Q -L- CURVE
±~ N60Y5'2TE 9,.66. +SD,4, ~ $ PI5 Sta 307+53b0 Pt Sto 311+8671 P!s Sto 316+pA7 0
N7r46.j9,E N7509,46Y "~ B5 = 214'112' p= 1228'34.4fLTJ gs = 214'172 M
~, , `, EP EIP Ls = 250.00' D = 147' 25,8' Ls = 250.017
' "`'` LT = 166b8' L = 69690 LT = 166b8' /
~`~ '~ n4er N69.4E'23'E ST = 83.15' T = 34r~9M79' ST = 8335'
i `~ ' ~ `~ ` `~ i DP N69.@.~2~E R = 3Lw,D~'
/r
./ 1 4H ~ ' rl I ~e°p ~
7 ~\'1 ``, 0 Rl ' ~ ~~\ I 1 O 73.99• EP e = A5 ro5 p2/,. _
„
r r 0 -"-- ~ ~~~` ,` SHONDA STORR q-^''L~!, 299 j
' r i '' ' j / ~ i DR 947 PG 24 4„~` H`' o
i r' 1 i ~~'~ I r PB 4 PG 59 91 4$E~~\ W
~t /; i ; xTR ' ~~rv . LATERAL 'V' DITCH ~` EIP i
/ r f ~1------ --'-
c,y ` ~ ~ r1Yrr W/CLASS B RIP RAP ~ ~1' ~. ,. ,~.-------- - - -~'
~ ~ p,~7 1 ~ SEE DETAIL B ,. ~ ~~
, NiR S ~~ J~q/ O POT .I
„
,~ ~~ q -
'P~ ~ CAODELL AND SPARKS ENTERPRI S ~ ~41 ,~N > ~~ + PEARL SMOTHERS
~ i DB 992 PC 101 my ~i ~ - __ --~~ ~. n ^ !%00' OB 650 PG 226
, , I h / 1 ~~ ~ DB 660 PC I57 '/ p01N5
(~ I r', i + xiR+ CLASS B RIP RAP + '
I I f, ~ , ti. l i p l ~ I PDE ~ -.m~\ F ,
~+ 1 , •
1.' ~ ~ iii `~ 1~4 `. - i ^'~ ~ ° + B '~ Q ¢,~ 41 6R `~ '~
/
Irl -, _.- ~ i i. ~~. EIP r
- -- - ~ i Q I I r q N ~ IB' CoNC ' ~ W' ~ i i 5' CONC ISLAND ~ TEL ~ a
I, ~ ~ i ~~ oo' T ~ liEMO t~r N 58' 39' 49T E A1E7ER .
to S Q
DOROTHY . yl3(~' ~I~~
0
dTR
fl " `$1~
~_P~ 15_
~Oli `//.
~ni ~ ~ ~
_0~ ~0- _-_ ___.____ ~ I L__ _7_ ~_~.~ 2 __ __ _ __ -
.___

1 ~ q ra Paxrecnw _ ~_ _ _ - - -,-
I
I
_~----1-- ~
------- q / ~, ~ usr24 Bsr ABANDON ~~ IC 1
--- - ~_= 7- ~--- -( 46.S-Y
- - - ; - 15,
----------i--- -----------~- -'e----- --~ - '~',-- -
- _ - - -~ -
- -- ------------ -- ~- --- '
P 4 IB W/FS
/
-
REMOVE HW
/ 1
/
-
ca Nw
- - ~~
RR nON
. ~;
M
.-_ W~
~
. ~

--~ .~ .~
_
, -~ ~~
---
1
E
,
E C~
~
~ +
E E N E E C3'
rv c 0~
~ ~ N
~' ~ "~ +" LATERAL ' ~ DITCH 5
~`li:,~::r~•'CLASS B SEE DETA A , '~ h
'~ _j~j ROGER THOMPSON
~5' RIP R ~ T' D6 SR6 FG 674
RNM1'S \~ P6 4 PG 59
.. S ~ EIP ~, JACK SLOA : m"
. ~ W15. '0 x.00. ~ pB PPG 9
~!~j j4
`~'° ~ ' ELLA BLLIE,WIDOW
~~ .' OB 49d PG 240 I ~ N)q 48f
~ ~.' ~ ~~
t3 ~ ~ Q ~ ~ .
DETAIL A DETAIL
LATERAL 'Y' DITCH LATERAL 'V' DITCH
,:p INOt to 6calel ,xot to 9caM1
~Ah~
b h I~ FAI x t ~- R
9~ YWf10 D f/Ft. M0D° r°una M/ t. ~0D°
Mln. D = 1,9 Ft. /
/ Mln. D = LD Ft, Enter Max. d = IA Ft.
b '_S_Fi. fmrk
b =_S_Ft.
FROM STA 300+DO TO STA 300+BO -L- RT lype of Llner = CLSSS :8:912BSB___
FROM STA 306+00 TO STA 30fi+BI-L• RT FRON STA 299+95 70 STA 301+19 -L• LT
j FROM ST0. 13*50 TO STA 19(22 -Y17- LT
~, 60 7 ~
~~ a ~~
n n MELVIN HART EST.: W. R, L D
PB 4 PC 59 ; ~ RDMS ~ ODI~QS 501
` J Qg' 4 P~59
A w
m h
F ~ ^Yr i CURVE
a
o= L~or!
D = Ir 2P
L = 113b3'
~.. = 51.06'
109 US I 109
lit I, rl_ 172 0°8
,~e
I ?o°
2
-YIT- RUSHING ROAD
2006 AOT
2025 ADT
in ~?
DETAIL ~ DETAIL _J
SPECIAL CUT DITCH d ~ SPECIAL LATERAL 'V' DITCH
/ INOt to 9cdel ba IN°t to 9cAel
Front b~y
al 1 A \~`4°~ Slope ~ d W( fld
Graved y D Growd 2p~ °px 9MDe
/ D
' Mln. D = IA Ft•
FROM STA 12+00 TO STA 12+50 -YIT- RT NIn.D ~ 49 Ft.
/ FROM STA 12+50 TO STA 14+00 -YI7- RT
PRELIMINARY PLANSI
bo r9m vu cow'txvcmv
05124
a
`1
' D
~~ '17 C1
~ _
a~'= r
1
OVEN ~
` m
IS'
-_ _
BDI, D
~ N
_ w
SP o
N CA
CROIFD ~
0
~ I
IL; ~ r
+3e92 I
v NI I 1~J , ( r
~ i 569'4B•p W BAR ® I oSE DETAV, ~IITCH
I(Q k L~ERA~'I1'IDITCH It~l
'SEE DE AIE'P Q© f _ ~
a ~ IG N~NS El/~
o pqB 6 ~ ISFD ' I ~ i FL FS b Gi330-29
® f,3
,"- 4 PO` 9 g~ I I ~ ~~
fg
1 ~ ~~w7J ~' ~ ~
t~ ©~ oW ~ II fl o~
o F~ w ~ s~ +
~~jj (~5/) ~ n SPECIAL PROFILE
: RAUL & MARGARET P ~ I Ilf ~ SEE DETAIL C
LLLLLL,,,,,,...... 8Y WIIL 01-E-12
a
r .` ,4520 N
_ L 7
i /' Sa W7LT '"~'<. + e 9 I 174.51•
4i aD.oa''~., d~ &EOI CON APseD2'E
~. Yli-59 ~~ II -YO-
+44, B -YI - ~ ,
.31' lT N
a ~' n I o ~-_?~
b~H ¢~~
ELM4 wqN ' ~ ~~g" : ~~~-'~ ~ ' oe gfiaa0lYER
. ,. p 8,71 PG 347r ~ I ~I ~ ,75.97\ PB 5 P~ 2912
,WSJ 4: PG S9
79.0j29K I ~I ~ ~ 0 ~~ H72'S97lF
~} 7I I ///
n
} _
I~p ~$ II I
F, SEE SHEET t6 FOR -L- PROFILE
SEE SHEET 22 FOR -YA- PROFILE

P
n
0
O
0;
i
1
I
Z6t 6 ~~
Hq5 49
-L- CURVE
Pls Sto 307+5350 PI Sta 311+8671 Pfs Sta 3f6+n.rn
8s = z14'nz ~= 12'28'39,4'fLT1 ss = rla'nz
Ls = 250D0' D = f 41' 25.8' Cs = 250.00'
LT = 16658' L = 696,80 LT = 16668'
ST = 83.35' T = 39979' ST = 83,5'
R = 3,200.0(Y
e = D5
O 14 I
M _
AMMIE MLROY _ ~
06 754 PG 313 ~
~~~ a ~~
~ ~ ``~~ I I~ l I ~ i'' i qtr
JI ~ I ~
HT0. f7\ I -H I V , }
Wo 4~~ I I ('~ i 8 r
rSFp ~ ~ rl i `~ j ~j IP
I I ER 138.74'
II i
N13'26'33'E OW i I
Q j'
I
10_ -''sai'~. ~ ~ 12 ~ I 5 ~~ I I
`1 I I I I
DOROT'HX'GREEt~ , I ~' i II i i~ 16
~p~r~P~213 ~ 1 GLAOYS BROWN i i W ISTO II
' i W+ ! / DO 426 PG 331 I I ` I
r' ~ ~ ~ ~ r DB 986 PC 261 bl © ~~ ~ ~~- _ r ~ i I z FACRAE JR.
c+ _
1 r , 1 ICI p _ r ©I I ~ RAYMOND
I a i1 i i i I I ~ ABAND © + ~ c ~ ©I DB 518 PG 25
I 3 ~ ~ it 4 i i ~I 1 ~ ' ~~ RAE ~ONES~ ~ I z
O ~ 1 1 a Ili ~ 1 10 D0 608 PG ~9 r
I 1 1 , I 1 1 1 1 I I +
2GI -~,~, ~ ~ I I 1 r ~ `I `I i I
~ 12GL 11. ~y~ -~--- 5 R 1 rr 0 8 II 'I i ~ r
1
~ rD ~ i d TY'_-_ I L. ., .L" rCl 4 I , ti - A`
~ p ~ ,~ -_ - 2~ I -~_--_ r - -_~ r _.~~--
4 ~ 1~~•~IS•ICDNC- _7~ ! ,,, CONC DI / z - rl 0 0 0 26UA 4 ,gR '~EIPr _ _ _ __ _
P UI N _~____ ~ + _____~_~-I~
ID
~ US124 857 -- I
~~~ _- _
_ _ ---
. . ""'~8R1C"
O ~- ; _
z --- --- ._ - - -
------- 5 -~-~-
------
",
I6' ,~--------- `
I '~
V ','' ----------' __ __
--------------
r ~ ~ .-~--_ ' DR C3 34,96' E3 i yl 9 ' ~R __ _-
~ _,
CRAIG HAGINS ETAL ' . ~ i / Jj ~ - 1 © r r '
F10681E NAGINS t/T ~ ' ~
RIGHT p6 1330-29 w~ : ~ (~ I '~ d I
I p ~»r
1r MARY SMITH, WIDOW `~ `~© ~ i ! 2 Iii ~''
i D6 282 PG p5 ` `4 H7A i r' © M\ ;` A ~ y
m i PB 5 PG 29 t3 ~. 1 1 '4~~i '~>~ WD H7 .k~
~ 1 r fl `~
q~ ; Il I I -
i 1 ~ i f'7r~f . -
I,~~ Qa0 5750 ~ (,j ~0
7 ~!7
r 4i+ ~ ~ ym!
/ "'
r k
m
./°
~/ / m
e 2
ma
q' e
r
rzo.G~-
120.00'~~- N/1'4A'02'E
N41'40'03'E

IRWEC7 uPelD4ce No, sx~Y rm.
R-25028 5
RW SHEET NO.
ROADWAY CISIGN
BNDEI HYDRAWCS
EER B4G1!»
PRELIMIN RY PLANS
0o rem ma mrurnucra74
- ~ I o 4 __ - _ --- - _- --- ~ D
/ IR m r ~ ~ c,.,]J I pg 5 PC 29
I
~0 ~„~.Tr.4.rr~>r.,w
IWIAI, N.G 374N
~~~~ ETIE3IILL ~ ^A ~~
GaPp T xa`"T
` TRNlSPOHlA741N PLWX4Y^/OESGY - &WCCE/57PoKTURf OE51GA'
p CNN/SRE OE54M - W$/CPS - CfW'STMICTA7N OflSEAHAT[W
I M
a
- o
z
I F
1 I (ft.
„ .
.. I
II 11 1
I 'CC,~. ` l
I II .`-y~ ~ 111\ r \~ -~----•~:
l l } 1 1 I I ~_ - ~- -
1I 1 1 I I '- "
m o i~ I W/LT ~. N \ ~`'I ICI ~ 1i f ,/
I I . ~ J, r r r 2~
I I ' t g t 1 I 1 1
a 1 1 n Z 1 1 11
1 ©rl
' ` 4 I I 1 WRITE
r \ ~ ' os oso Pc 361..
HTA 11 i © I I ~ p6 548 PG
_ 9 ' I li II SPECIAL PA~ ILE
1 II ~ ~ ~ CUT DITCH.
WILLIE MfCRAE I ~~ ~ 'SEE DETAI~ C
06 512 PG 446 I I I
7 p6 718 PG 820 I~ I '
I 1
1~ II I I
+ 114 ; I D
13 II) . `,~ -~
SYLVESTER MCHILLAN I =~~
PG 514 ~,'_~_ (7
OB 560 , 9 R ._' 1 -~_ -'~--
- yE'' CHORD! -- _ - I I 2GI-A 12G •A _ __-_=-- f
= ... ___--~ + =05124 BA NG m
_ _ 4 EIP _ 7 ~ _ -- -. _ - _ __ 'J w 4f 42'1409' -- _-- to
- - us•1 12 --- '-'I
~~_, .- ~ _ _~--- - 14A OvE /~'s'C'ONC ISLAND II ~~''
-~~ f- l/+
_- --- ~ I r` ^`
CB 4 .-1 _ ' 1 V
hIP ~-~'~ ~5 m I I __.~~~'~ Q
~. -
`~ ~ E ~ xc1 E", ~-E r
R ~` ~ I F CHORD E r! I I I
-. ,
1 21
+ MOBILE HUMS ALES + ~ I ~ I i ! ,1 11I'
- - --------------' ~-~ r i ~ , , MELINDA R.HAILEY
~ 12 'r' ~ 1 ~1`I ,I p6 898 PG 279
r
I
N I ' I ~ "I 1
~• ~ 1 1 1 I
ELR ENTE ~ -CLQ . 1 r 1 1 r
! 1 I /!
pg 9et tCj~ 1
Yyy
• r ~~
! '
I J
I SEE SHEET !6 FOR
I JASON LN PROFILE
I EIP
DETAIL C I
sRECIaL cur DITCH
I NOt to Scdsl '
DlhchT
h r ~ Sbpa
cram ! D
AWn D = 40 Ft,
FROIA STA 320+50 TD STA 321.50
SEE SHEET I6 FOR -L- PROFILE !
I(
I

ZI
4
n
m

Y
GaxG u0N
~-
0
Ali
20
ANDREW WHITE
DD 1020 PG 361
llB 548 PG 307
0
~ Q
~ ~~ 3
441.60'
S4P47'00'w
.1 I
li
1 1 _.. _--- -~--
W
0

I
' 1 59l
eD li
~
I 161 ~
' R c~( ~

Q ' ~L ~---`,'- -- ~
Sp . ~~ ~ ~p 2GI- I
lIl 2GI- +s• Gaxca ~ . - - - - - -
- J
(V
I`') `°' +775 00 I
4 e
r ~' -17
75
sr
N Q .
_ _ u
z
s
I
=__----
Q --}~
~. - EW

W 5'CONC
z 'v ~ AND
J 1
IB 3CI-A ,
U _ __
1
4
1
E ¢4
~ I

' 1
!i
43LC!
; ~. ,
p
23 ~ G 0'I
'
wa 45A0' I 1
o ~
~' DANIEL HESS I o
f
i r~D 1141-198 I
SPECIAL ~ DITCH a i
SEE OET C m
p t25A0 u 1 n d
~¢~0
~~p~
N
I`1
,rpV~~ 4e+
mANS 22
IVEY LITTLE, ET Al
DD 996 PG 521
rWn7
x
Sp , _ . - "r' \ Box Sp 20r/J
' ~ -' r1--
~c - - ~ - ~L-~z - - - -
5'CONC ISLANDS ~, b
FROAi4:F NEFEAd4CE N0. SHEET N0.
R-25028 8
. ; I ~ sNffr Ho.
^' ROADWAY DE9GN HYDMIIIICS
/ ,~ m ~ ENGSNEf9! ENG383
i I
4N .~ PRELIMIN RY PLANS
„ m '~ ~ oo Hm ua ooHrrAUCnari
i
31 ~~ „_
28 HDNTER V. EASTERLING
Dfi 574 PG 263 1
ELLA LITTLE ~ nv la. n.or re y+ew
DD 219 PG 134 ~''W'Cn4a
ETRERILL k nr en arr
~ ENDINEESINB r°' nr Wn nor
N ~
~rv
m ~ rWArsroWrabe PUMXMG/DESW,B - BAIOCE/6TWIlC(UWE DESWw
M ~ 1 i ~ ~ CNW/5l/E OESiGM - 615'/GPS - L'ONS7WIW7WW a98EAVa161'
M l i 1 1
1 ~
, 11
I 11
'1 1,
, II
~~ r II
• , ',
~ I wD,aD~ r7 l~1 ' f
i ,tSl'k'E ~,~ ~ `W ~ ~'"' i ~
~ r n0 Dic` ` IsFO ~
' ~ ~ r- I 33 1 ; 35 'I ~ 36
'~ ~ ~ ' IsgD 1 ~ , ' ' '
~ ~~i i ~ ' ~~ BARBARA AOYSTER ' r ~i 1
I ~ ~ ~ ' ~ II , ~ /~~~` '~ DB 1116-779 i ~ EARNEST COLLINS ~ i i FLOOB 2D Mp~EI~HAN ~~
x 26 ~ 1 w0 ~W ~ ~ , i ~ r , ~ `I r ~ ~ OB 692 PG 626
~ IJRTIS MONROE ~ 1 mi { i ~ ~ i ~ ~ ~ i ~ i ~ WLIIE SPELL
1 c ' ~ 1 ' ~ o n ' ' ' ~ i ' ~ ' OB II16•J77
, D8 43J PC 485 ~; ~ , ' ' 1 ' , / 1 '
~ I I , ~ '
I MI b A ~ HOMES INC. I ' II • ' ~, ' 1~1 }
' 42 PC 4 . r I ~~ ~ ~ ` ~ ~ , I ,
~ I
'w( ~ _~= 2Z ~a ;\ ~ ~' /~i 24 '~~ ~ 25 PEOE 4ALS 6 26 26A 40E D
i ,~~ -' I ~
-- I ~.~ ~ c_= ~ I I EI )_ ~EfP( I I F n
' ~. - -------^ ~-F ~-r-Y- -----
1 __ ~ I r------ I 36' 2GI-A r , -~-- 1 96' ~ ~ _
r
~ 2CI-A I~' ~1 '~~ 2GI-A 15'GONG 6'C N 1 - I I ~GI-A il6' i JB W/MH I ONC -
' OxC 1 1--- ~ L_ I I I RE VE-------- ' ~.1.--- ~ r------- v
RE 54c-------'~- r I---cl- ~- - F"---- - ------- --- Z
1 I 1 I I J REMOVE ~+ c ~~
" 05124 B5r
--------~- N 4r ar ao~ EI I I ' I I ~ C- . m P N
-- ------ s. D
r ° -~'---- .... - IREN VE 1 REMOVE li .-------- Y '------~~ AEMO,V b
~/j, ~ EP EIP. .. 1 r , t 1 , ~ -_~i_.-,° EIP W
' ~ T A a , 16', 1 ~ I6L 30 16' I ~ U1
5'b ~~ 191 1' SIY 2GI-A ~ i 2~ : ORi > tY 1S 2GI , ~UI ~ -- Q~ JP ~MH R ° I ~ I 'i }
E Pp~ 20 ' O _ --- 2B f 1~ `----- E ~ ~ I I
+ ~, 1 ; 27 a o~ ! f ~ 1 r
(~ ~ " I I ~ ~~ 2T 1 ~, rClA55~~~9g q ~' 30A 4 1 I
t32J9 25 ~y ' mN rs GNO ~ a ~ ~ RIP RA% .o ~~ rl I
I~ 0 }qa i ILL ~. INGTON ~ N ABpNO ~ I I' ' Fpg & " / 1
1 'tw+ ~ ~ ' OB 254 144 ~ h ~ ~i ~ 931p' 1 I
~ i i ALE% WASHINGTON i ~ , W I xtW i t
6000' 0~ i 1 06 435 PC 306 .l ~ ^' P~5 ~ ~ ~ ^~ g 1
1 s4r4°'43'w yy r` r L s `~' iyi ~ 34 1 -- X , ~% i ~
/ /
1 ~ O , I xtnNS ^ Iq , d ~ I LAT~RAI V DIT '~ 1 m >~
' ' 2Q I r ~ ~ ' O , x I ' SEEIDETAIL /"~~ .
~~~ ~ ; ,' I ~ ' x ~O~NH MCMI4NH,A,,~7 &RAREI~A~LOibi 1 / / M ~ '" '-
`'+i 1 r a ~-~J 30 ~ • i DD,Q,14-789 I i (~ ~I i ' __
I ~ `.OB• .~SN1N N,'/ i I ~~ GRACE STROMA ~ i i ~ 219.54'' / li 1. ~ r
__ 50 '! ,~ 1 DB 442 PG 363 32 ~ , .. xrq
SPECIAL CUT DITCFT / , m s OLIVER V, STRDMAN ~+ ~ '`~ 1 ` ~ ~ / / n41'ssrorE ~~~ 1`\ '`
SEE DETAIL C 75.GO' 06 490 PC 149 1 1 1 __,
~ ' ° 54495'36'W ' r ~ 11 '
-Y19- CURVE _ I
109 US I 109 r I I
r-_,, ~/
PlSto 13+3597 1T2 1~ rl °2 I . ~ ~__; ~ 39
D= 652'10.4'fLTI 2 2 ' W ROGER MARTIN
D = If 2T 33A' ? I "rW o e ~ d SHARON LECCerT
C = 5995, q '= ° 37 oa 1132-5~
7 = 30AI' •YI9- LEADER LANE ~ j WD `I
R = 500.00' 2006 ADT f i LENIT0. CAMPBELL
YIq e = NC 2oz5 ADT ~3 . 1 ~ Da 996 Pc 424
~ ~ f~
X
I 1
i.44' ~ i ~ ~ Os
,+7.~.rti„~ t,~ . ~
DETAIL A DETAILC ~ ; EIP 111;56'
$4476'09'W
LATERAL 'Y' DITCH
B GIN N SPECIAL Cllr DITCH i ~ EIP
-Y19- !!'~ INOt to $calel INOt to Scdel r9
Frd+t `W I ' ~ ~ ,r~
Dtcn ' l~ -.~ '
r l ~-- ShPe Nava ~ a iS°G gape 1 I~'. (tv~.{)
roun8 D r t. aun D ° 11
Mfn. D = L0 Ft, 1 '
Nln. D = I,0 Fi. 11 I1 1
200.02' b = S.D Ft. `
- N41M8'42'E EP n I ' ~ ~
FROM STA II+00 TO STA 13+q2 -YI9- LT W
FROM STA 331+80 TO STA 333+70 -L- AT h N FROM STA II+00 TO STA 13+50 -YI9- RT oo",~m 1 ' SEE SHEET 17 FOR -L- PROFILE I
~~ SEE SHEET 23 FOR -Yf9- PROFILE

'
}

21 N 2
5om o 1
`
~
MELINDA R, HAILEY ~~
OB 898 PG 279 A /
P8 5 PG 29 !
3

~~
t1'9~
N8018'
70' 30D0' `
3
~
E `~ ~ ^
I
/ ub ~ o
~~y .
~
xi ~N
,~ /
M ,
f i =i
/ I I

l ~

P
n

m
0 m
N{
b
h
u~i
Wi
P
07
W~
~2
~W
~U
wa
~o
2~
W~
22
~,
~w
~a
o~
h4
OW
~~
D
2J
I 1
00
R D: e
~~ m
r
-L- CURVE
Pts Sto 350+5336 P! Sta 352+8984 Pls Sio 355+26D3
es = z4z o9s' a= 6'36'Sd.4'rRn es = za2' o9.s"
1s = 250.00' D =2'09 43b' Ls = 250.00'
LT = l66b9 L = 306dJ1 LT = 166b9
ST = 83.35' T = 153R' ST = 83.35'
R = 2b50.00'
e = ,05
MY
M7
,,J! s -
48
OLIVIA PEACE, HEIRS
t+l pB 757 PG 318
`~
~ /
53
FREDDIE MCNEILL, Jq„ E7 AL
DB 442-269 /
OB 466.84
1602+
/ s~
s 54
fROJECF RED N0. SAEEF N0.
1 ~ R-25028 8
MY slur Mo.
ROADWAY DESIGN
e4cr+~IL HYDRAAIIKS
ENGINEH

~
;R
2~ ~\
~~ ~0 PRELIMIN
m xar uae RY PLANS
pSrWLaocl~Lr
`~ O
Cl Q, 704 knw Iuii Ad kL NA
u.yl, r<c nea
57 i I ~ ETNERTU ~ n9enAOn
,'>- ELLA MCMILLAN I I ENOtNEERI1Ni lac nr An nm
'~. 08 712 PG 571 50.00 i II T~_
I 1 h PLAT SLIDE 566-H N)}1)'2pE ~ ! TPAW8PoW7,PMN PLWnAG/OE8EA1 - 9'NaE/SIPoA7eNE OESY.4
` I ~ 1 I CNNS?E OES.GY - b5/GM - CMSTALY.7NW OBSEMA7A7R
111 I I
I 1 I '
I1 ` ~O I 1
11 ~ 1 I
1 1 I .
111 1 1
1 1 .
1111 / ~ Nam II I ~~~
`, I
", IsrO FULL GOSPEL 1 I ASIN
~ ~ ABAND v ~ CHURCH OF gOD it i BOT = 339. -339.0
1 ~ si, ~, ~ DB 664 PG 130 ' WEI L = 34Q O
~ 1 `~ °~~ h PLAT SLIGE 566-H II II M ' 341.0 .~ 59
. ` ` ,~ ~ I I ' ~ '~ ~ ~ MARTHA
~N ~ ~ ~ .. n I_______ ___~ i i B. RUSHING
Z~ ~ `~`` j zs N 11 I 1 ~ ~ f.'1 : +eJliO OP 3B9 PG 295
`v' B 2
5F0
-' + i O
_- 1
IL I D +
If
+ ; - E __
riN,1i~_. I ~~_ _- ~__ ~_ ~~ itcl--- --~"--~-
i. X11 OR
I
O I i ~ / - .--r -- _---_~_-.__~.t _.__-b -
W - ^•--J '- x" l'1
~ __- ~- - c I ° ce
t ~ - Tn~ a 40 p5r2q 857 -L- ~ _ _ _ --
~ CD ~
Q .r !~ I I I ~
1 N ` I ~ ~~~-
1 G I --~ ~` ONE ~ W/L
-
° ~ 16'
G 1 t R ..
• ~
Z I ~R y` ~
~ .
11 ~ 91 ~`
`
15' ° GI I a, R 2GI - ~
U _~~ HIIRa^ - , _ _ _____-
_ ~ E
Q -- `111 ~ 39 + E \~ E - - E
P
3B ```~I 1' ~ +
+ BERM DITCH 8097 dll~`11 ~ D IsFD 1 ., + ~ 'selao I
SEE DETAIL D ~1~ I 63 w ~~ ~3
QT 11 RFL RILHMOLL oN + O "' ~'~r
1'1 ouNTV rc Izo ~. ~~ 0 + ' S2 x
1 1 1161 PG II ri ~SO'
BOBBY BETHEA 1 1 B T
N ~, D R TH C HOLMAN
DB 851 PG 93 i ~'r o E :,
1 a'1 N e J gg0 ~ EpS g- ..
II g" - ~ ° THBLA S~EUROLwINS ~~! HkENORTNOy
1 n E WEST
"v
1
~~
11 u N . GaNC NDN
1
+ '
II ; . 51 p1+
1 9
1 n 11 5~ BLA 5 2D pWLSIOS 59~'ye AO ~a/bP3~2, ~'BJ.
I OB
~ ' PB 15 PG 06
' 1 '. E AODEN Ew
' 11 ` g20WEDA GERALD )° ,A
1 1 594 PG 502 6`.111.
1 i pPB IS PG 86 g¢'
I 1
1 G NC NON
11
- - ~ 1 64,.4
1. ~6~Li
I
FF
DETAIL D g
~~ BERM DITCH -
"NOt to ficaa)
D'Y.C, d 0 x
Inn. D = I.0 Ft.
OM STA 348+50 TO STA 349+00 -t
4~ ~ I o ,u I 1 l531AT ~ 2 PG fi3
I n•
.. CXORCH I 2> II 1 11 ~~ ~' ~ 4~ +191.G
/ ' III '~ '. L RAL BASE ~TCH ~8.~'
I 1~~~ W/ ASS B RI 0.P AQF,
I i+ w/X se i III ',~. SEE T IL PDE
LATERAL V DITCH r~!~y
I I ~ ,0x0 r r + I II 11 ' W/CLAS B AIPRAP 4rF7 BASIN OUTfALL
`, \ ~ ~ Q ~; i I 'I ,SEE DE IL E A4 ~ SEE DETAIL M
_~ __-- --_-- 44- r 'I I + ~ FORE BAY
---- ---E- 4---. 44A I I SEE DETAI ,l +p[p
I -- p -- ' 46 ~ G !5500'
15 \ ~
- ~ - 15•-._ - 1 EIP ~ JB _73,_ 2GI 1 I a E---- 4 +
-~_'I- --
_ ~ I I I „ - --N- ~ 9z7~~R' - -m+.xrPS- -1- _ - -- -------- - -- _ ~ - ~ _ - ~
- _ _ _ I $ _ _ - itE+AO.VE re~ coac ` --_ _ D
_ - - _ - _ CB q ` 4 ` - - _ _ -_ _ _ - `------ ---- -I
_.- ___ --- ----- --'_---__ _N 53143'582'£ ~ ~_= _ __- -_-__s __ f7
__~- "- -~- 45 -- ____._ -" --- - _ ° usizrB7T t 'ti ~_ _r
----- __ - -L- N 4 Z
41 2GI -~---~_ ~ 0"• E c NW R~ -'- ~ - ,. - ..
W/FS _ _ ---il ~-X~-k i In
~\ DA /- D
_y~ ~,~
e ~ + ,~ ``~~tt PDE ~ P / / Ql
I
+ ~E PDE ,6v "' ~ R _ N
~ + t
~' bryti~ LATERAL VDITCH ~ ~ ~ / + ~ Q
'"s a4 W/CLASS B RIPRAP ~ ~`
yo5 SEE DETAIL E~ ~ 9 " i. LATERAL V DITCH O
~y M n~'a %~ %~/ ~ ~' SEE DETAIL A
4:r 4~ ~• N H7q ~'~ ~
O > ~ o° ~
o s"''ye k
NEST a % M' ~
a ER MCLENDON sP 3 b",n`0
OB 647 pG 58 r' ~+p r
~. ~ I i HTq yD
PB 14 PG 100 TIMOTHY I ' I p /
08 93 $AAC ~~ I ti CgyL, MO
/ ~ Pe 14D sGloa ~ .,R^ ~~~ 61
H' ~ 60 tT ._ ~P ~'~ ~ LEE TYNER, JR.
DETAIL I / ~ rqR DB 966-472
ATERAL BASE DITCH Q Poq /
BURNE57 7
lxot to scclu / MCRAE
_ FN / 09 538 PC 68 d
Bros / DB 540 PG 555
oun ~ r/ PB 14 PG 100
Iltar Min, 0 = I,D Ft.
iaerlc Mox. e = I.0 Ft.
' Wien B b C 6A' B = 2.0 FT. /
0 = S.OFi.

TYDe of User = CLASS B RIP RAP /

/
M STA 359+BO 70 STA 360+10 -L- L~
/E /
4B/b96o.
DETAIL E 's~ DETAIL
LATERAL 'Y' DITCH \ / LATERAL 'V' CH
I NOt to Setlel INOt +0 I
m
Gravk E N q, Lcoe
MIn,D = LO Ft,
inter Mae, tl = LO Ft.
Farlc
D =5.0 Fi,
Type of Liner = CLASS B RIP RAP
' RT FROM STA 356+70 TO STA 359+3T -L- RT
FROM ST0. 358+50 TO STA 359+80 -L- LT
N t .- Fn
ana 0 A rYTt. Sow
EIP Nln. 0 ~ L0 F+,
48 e9 D = 5.0 Ft.
~bs BS. FROM 5 360+00 TO STA 361+25 -L- RT
~.-

DETAIL ~
BASIN OUTFACE
I NOt to sca 1
FLOW riEiR EL
lo'
~1. 2~ ININI
FILLER IFABRIC
TYDe o} Llner =CUSS 8 RIP RAP
STA 360+83 -L- LT
SEE SREET 18 FOR -L- PROFfLE

r

o'
P
0
~`
m
a3
~n
07
w~
~2
~~
2V
o~
Wa
~O
2 tl
Wy
22
~~
~' h
~~
Wa
&~
~~
OW
~~
Q
~J
I I
00
~~
R~
~w
2Q
L
i
l
N
PO
om
Na
I ~I
I
,1
I ,
1
~ 1
1 ~
~ 1
1 ,
~
1
~ 1
11 1
I
~
1
59 1'
~~
~ t
,
,~
NAATHA B. BUSHING ',
OB 389 PC 295 - 11
PB 22 PG 63 ~ ~
I ,
1

I
1
1 I
Iii

~Z
Im
I 1 11 I SDtYJ
J I
/ 4 ,
I '
~ saL 2GI EIP ~,
} -------------------- ----- -- 16' n1EIP 1
c~ - - - - ~ - OB ~- -~«
M

Q N `us 12ae5T
~-
~ - - - - ~
°°
- 6 _ -
N .~ 43'
m - - - - - -
-
~-
~ .
j~ x~x N ° 158w ~
W _ "~
Z

2 ---
~ ------------- ----~ R

a

i $~ t
;' ~>_®
-~ >•
~ CHORD~~~.,~
I I
II
II
11
II
II
Iml
,FI
I,I
II
,CI
II
lol
II
III
I
1~1
u I'I
II
~; I I
II
V ~
I
5+ 1
I
N'11
II
o. I
~~ r
I I
1 1
0 1 I
(- I
'I
VANCE LANG
BY WILL P00-712
62
BASIN
BOT EL = 328.2-328.4
WEIR EL = 329.0
BERN EL = 330.0
+I -f
ATEAAL Y DITCH I~Dt7
EE DETAIL A I'/~ro^-E~-r
RD Ily F R
r ~ ~~--~
IS'[ON[= IA'CONf~
C 4REAIOVF.. _°, _ I
BL-29 ~ - - -
+0 .35 50 IAENOVE q
50.86' ~
I Eu59tKHW ~.
r ~_
21 Y
h I ~.~
I I + ` ` -I
I 8
x; II p
/
-L- fLT1CURVE
Pls Sto 367+0398 PI Sto 369+73A9 Pls Sta 372+4198 /
8s = 153' 345 p = 5'57' 53.0' fRTJ Bs = f 53' 345'
Ls = 23999' D = f 34 391' Ls = 23999"
LT = 160.00' C =37811 CT = 160.00'

S7 = 80,00'
T = 18422' /
ST = 80A0'
R = 3b32.00'
e=A4 aA~
+4 -~
KJ9DP'
+3 -c~ rl

IIAO' + -L-rvl
8
V~
--- PDE ~Aa 150,IXY n
BASIN OUTFACE
~ SEE DETAIL M
FORE BAY
SEE DETAIL L v +7360 -LiLr1
m ~m
+ -{
PD
E E

1~ ryh
?dry
^O /
h7
V~~~
/ ~,~ QO
64
SDUTHERN PROOUCI
iEEER AIL ATCH OB 738 pC z46N0 S111CA
AD - ALT
. , as _
+50 -L-f T7
PDE '1 SPECIAL PROFILE
CUT DITCH
SEE DETAIL C
- - - , E~~
-- - _ _ _ !
~ , ,~L- rcn ~ ~--~
R~ ~---~_
~_ f~~

LATERAL BASE DITCH
SEE DETAIL H
~
i ~I + _1 r ISFG
~~ ~
, ~
3 ©
~
~ Q,' : ~'
i
~ SPECIAL PROFILE
LATERAL V DI UT DITCH
I
SFE DET

~ ~
,
o
I _ ~
~ ~ E DETAIL C
~

~ o;

61
I
I •
~
14 , C3 ~

/ 1'1
a M O
l
O LEE TYNER, JR. II ~
I I ~
~
+
'
~ n
j
2`
~ Q OB 9fi6.4T2 li i 4i' 'v' ,;
~v+
~ ~

i ~

~2 I I
1 I
~ ~ E$ ~ 0 ~ Q

~ ~ Q o ~
~
I ~m I ~
X

--(
L RTICUR/E --
L CURVE
Pls Sta 365+3694 PISIa 368+03 P15 Sta 370+6950 PISto 368+8885
8s = 1'54'352' p= 5'55'51. fRTJ Bs = (54'352' p= 545'03J'fRTJ
Ls = 23999' D = f 35' S Ls =23999' D = f 30' 395'
LT = 160,00' L = 372 LT = 160.00' L = 64534'
ST = 80AY T = l8 ST = 80.01' T = 323.45'
R = ~~' /
R = 3792.01!'
e- 4
DETAIL A DETAIL H
LATERAL 'V' DITCH °~ a DETAIL C LATERAL BASE DITCH
INOt ro scae~ & i~ SPECIAL CUT DITCH Ixot to 5oaa1
INOt to SWeI
FO
OlM ~ i/Ft. ~~ Na} a ~ A ~{05 05bpe an :/ '~ C/ }. SIOM
elwq W{ Nln. D = IA Ft.
Ntn. D = LO Ft. D I 8 = 2.O Fi,
b = 5.0 Ft. Nln. D = L0 Ft. D = 5.0 Ft,
FROM STA 365+85 TO STA 367+30 •L- LT~ FROM STA 368+50 TO STA 371+00 -L- RT FROM STA 365+50 TO STA 367+00 -L- RT
FROM STA 36T+00 TO STA 368+50 -L• RT / FROA1 STA 373+00 TO STA 374+50 -L- LT
FROM STA 3fiB+35 TO STA 370+00 -L- LT
DETAIL L
FORE BAY
I NOt is Scael
I ' 2'
cNlwl I I F0.TEA
PEE ~I• I I FABAK
? -L
v
FlLTER
FABRIC
Type of Llner : CLA55 8 RIP RAP
siA 16T+3n -I - I T
IROA:C7 REF{>A@kE N0. SNffT N0.
R-25028 9
-w s+~rNO.
lOADN'AY DgIGL4 NYDAAUUCS
B4ANH~ll @IGIN~

PRELIM[N RY PLANS
m aar uu c~Ae raurnbN
059 Jw Inr1M LL 6uW W
61N11,~ NC 17606
ETI£RILL w ^6~6mr
T NRIT r: m-n Aloi
TRANSPMI,0',tlN PLWNMG/OES~,N - BPoLGF/SFALCTURE OES~'
CMI/SITE DESIGN •615/!.'^5 • OASTRLCYRw OBSEMAiIOY
n
~~~
~~
~^
. f') h7
I^'1~
~~
I I
J V
~nORD - -
4
_ ~ ten" T __
~_ _ ~ O
B - ~1-.
p t5 .46 ''--. ? 0
8.50' $ u5 ~ Lf)
/ 2r
N 6`i'Zg'0%3'E ~" M
~__ N -C_ Q
~ q ~ ~
.. o Z
~~ ah J
~~ a P
R ~~
'Q
f\\_ ~
+ ` E ~ -

~ RIL 63
EY SAND OF RICHAi
N
J~ ~ COUNTY LLC
S
pLA~ St~
P~
M S
OE
C
!M~
~`
l l
~ V
DETAIL M
BASIN OUTFACE
FLOW cNOt to 50ae1
WEIR EL
I' ID'
1F p (MINI
FILTER fABAIC
Type of Liner = CLASS B RA' RAP
STA 368+30 -L- I T
SEE SHEET f8 FOR -L- PROFILE

t
REVISION5
R/W REVISION -REV/SED PROPERTY OWNER NAMES ON PARCELS 67 & 6B. BAM
R/W REVISION -REVISED PROPERTY OWNER NAME ON PARCEL N0.65 & ADDED DRNEWAY ON PARCEL N0.66.(BAM1
of 751'; t:riiil.J i:~7.l b{:.~ Y'I+.CI .~ 83'.~~4
w
w
w
w
w
w
°m ^~
°,
xn ~ ~
w boo
n.A
n z -.tlm~

~'
~ ~
v
-
xrnkr
n
i
i N ~ {~
~
rr m ``~~{
~ ~m7~~
Fi -mu
~~
m
Ci A
w
w
w
~aa \
w ~ m 1
w ~~
N
y K
w ,~ ~
w ~
'1
s:. .,,.~. .I .. _._._.._.._.._
w '
I~
w
w '' 2
I600'U16'E
Pug
n
~° C
~r
~R _
w m' .
~ ~
~$
I ~~
w I) ,~
w w \ ~`'
E
209.6-0-' -~--
'~ 500'~11'02'E \
w
y ~..
b r
b
z ~!, w
e $~~
Fn p f..- o -+
<~
O
'~i T Q D
Y i2 - is i~
? ~b ~ w
,n o o ~
O ~ a
.'qn o
~ a
~~ FE ~ fE
~ ~.
xz ~' w
1E i~ ~
w
~ w
w
w
w
w
w
w
~t
w
w
w
w
_l_ OO+ZOb tl1S 3NIlHO1tlIN
' ( ~ oNVin
'. I 1 n ~orr^+
I I ~ T~m P~Y~
I 1•~~ xry® `pry
n
1 ~
~ I 'nzv <~zz
I ..r O 1 I t~V n'
1 i~ ~m I I
1 ~
xl 1~ .
~ ~` ~ I ~~
1 I 1 ~I I
D D5 I , .'
L.....,....,., _
~~l i ~,,
1 ~ #. ..
I .~~ ~ ~ I _ ( 90 ~ .
( i
I I #
I
f3~17/`i
rr, .~:
.E
E} FF t
~ ~~ '
. ti ~ 1( 4t -.
.. ~ ' .~
'~ ~ . `..
.' ~~
I ~ t ~~ ~ /
I ! I a
1 I I ~~\
.`~ EF ;.
C I i IIf, ~ Oo..•
I
I I ~
z I ~~:. ~ ~ ~ ~ $
w
1 1 ~ ~ i
1 i 1 ~ w
I t
1 ¥ I F ~ / ~ s
I s 3 w
"1"' ( ~° I I ~ ' w ~ NC GRID
C I I I ~ _ ~ NAD 83
1: 1 II +
I ~` ', I I w
I ~ml I w ~ ~
• m
IQ i I o ~~~
tub
I €? ink f m .n II ~ ' i ~
>= w
( I
c \
O~ l I w w
I ~ I \ w
C It ' ; ' J I w
\ w.
I +711k'~ .72 O~-. i I I
~' 1 I \
. ~ w
1 1 J 11 ~ ~ w ~ ..._~"~ ..
.. ~..
_/ \
I ,.
f
I ~:1 .L17a2 ~`.~~a ~ ~ 1., ._ w
__._, . ~ ,~.,r .~._. ..
y ~ i3~ I li ' re2.a' ~ ~.....~~~
'q a~ '~'c~p .. 1 h '' i. N00•M'02'R..
€ Eli ip `11
f `! i = O I \
~`' ~ ~ _ j I `. +6527. 7
' w
~ 1 11 ~ ~ w
.,
~ I I 1~ I ~s ~
I 1 I w A ~ ~Y
f~ I ~1 ~ ~ N 1 w w
I ~ ~ :1~ c ~~' 1
1 a m .i i
p' ~ i {. C ~ ~ ~ lr '~ w za ;. ~...c -.;:7'4'a'`~3t~tc
1 ~ ~ I ~1 ~ m / w w ~ w rE f. .!~ fs ~~ FE ~~:~ . .
w ~
1 t z p \ "' zi ~,
1 ~ ~ ~ ~ E ~ 1 C ' ~ ~ w / w ~
/ K'/
t: I 1
i .µ.-.. ,......
F t I' '~{~ .J. DO /
A
q ~ . I I ~~ i .f i3 it Pb~~ ~m ~ ~ ~ " " ~
~~ v I' ~ tl' ~ + Qw
'~ ...,-- y~ ~
iys F~ lt; `•~' u O
~ ~ ~ c .P to
E
w w ~ w w i v a l~ a' +16 BEGIN y . w w
C Fmv ~ ayr~
~ ~ I K 'J ~ ~' Pii F" "~j r 4
`~~ E 1 m f~~ '~ ~~ Nnu~+
w ~ `x ~-< v roro -'iEn
~ S" o ~
w m S Q r
~ _ ~ m
I~ Y `~ b
,n
~ 1 ~ R,
1 rt } S5NGU~ ..
' ~- ~ 2 OEG~N('(ER
}}}y D Z+
s ~ : +S~b d 1 ~ ~~ ~ ~ ~
x ~ ~
w $~
~ ~ b
~ r
~ ~~~ N E~r
~ ~~~~ ~
~ ~ ~~~~

i .
0
P
P
n
a
~~ F
. la. ~
DETAIL A
LATERAL 'Y' DITCH
(Net re SCeNI
b~
FR
ouM 0 r t. M0D0
Mtn. 0 = L0 Ft.
/ i = S,OFt.
FROM STA 423*50 TO STA 421+50 -L- RT
FROM $STA 12+50 TO STA 15+00 •YIB-TAT
FROM STA 415+00
-L- CURVE
PI Sta 4l8+8878
p = 56'28'275' (LT1
D = 3' 34' S!b'
L = IS771J6'
T = 85925'
R = lb00,Od
TO STA 415+10 -L-~iT
~ ~
DETAIL C DETAIL G
SP~CIAL CDT DITC~i STANDARD 'V' DITCR
INOt to kohl INat ro kokl
\ foororrt I (~~!
x 1 AA Si~ Sbpa eur1E 1 a1R1E `V
°'"° ' D ~° .~ P
D
MIn. D = I.0 Ft, Min, p = LO ft.
68 FROM STA 10+50 TO STA 12+pp -YIB- AT STA 14+50 -YIB- LT
E. PUGH, HEIRS ~ 41 t
634 PG 475 ~
~ / ~
y9/60
~' FLICT BOX 67
V' STATE of NORTH CAROLINAI°
\ ~ ~ OA 1271-377
~ ~~~ f
~~~ F.P
~,, Jf\``~`~ F
. ~
\ \~~ 4F \\
~\~\
'~
x~~~ m~ . RA
~~ ~~\
~ ~~
~F ~~\
/ I ~ y~ G
F
1 NDARO Y DII~
STAT of SE DETAIL C
NORTH m o
CAROf~INA W
DB 1271fT37 69 +5000 -
~ ~ NITED STATES
I DB 258 PG J37 s
OB 258 PG 190 ,
wo.GO~
- ela s4Gros'4c•x
y/ % C
PAVEMENT REMDVAL
l05 us I IDB
ITZ ~ T2 nz
4
-YIS- 6PECIpL FORCES WAY
2006 AOT
2025 ADT
.,~

DETAIL K
TOE PROTECTION
~ INOr ro Scokl
!11 As rw,ue Kai N4
A~y„IACn4a 1R02•CT RDA5194OE N0. 3HFEF NO.
~IU '_ """1°'
ENOIXEERIND 1s fll MA707 R-25028 13
TTY RW SIFT NO.
ROADWAY DEIGN NYDRAIAICS
FAAVS~nAru4w vuxxrxe~oFSSx - mYa~srAUnv~ oESxw FNGINtH D4WN~
aAisne aFSCA - asrtrs - Q7YSFRATAM' OflSEAVRAYI
-L- (LT1 CURVE
~~
~
~ Pls S1a 4NJ+98b8
'
'
' P! Sta 418+56A0 Pls Sta 425+46,39
'
~
g Bs = 5
48
47.3 p= 445d53A'fLT1 Bs =5
48'473'
~
~ 220
7 D
9 2004
~P .
L _ 12 39 LT = 2
ST = 10677' 7 = 65077' ST = 106.77'
R = 15770(1'
e = ,~08
7
~ ~
HA2ARDa1S SPILL BASIN
W/SWCE GATE t ~
a = 40 Ft. ~;~ BOT. EL =NATURAL GROUND
WEIR EL = 283.0 ri-
TYD~e of Liner = S B AP AAP 4`
ROM STA +35 TO ST0. 423+50 •L- RT { 71I
214Lp
~ ~
~~
STA /5+84Jf -Y18- _ .~ g`,°AO/ ~`
STA 411+7F802 -L- H~^'` O
/ 70 ,,,~b
s •~,.
~ REAVES LANDSCAPING AND DESIGN INC. W s~
t SHOULDER BERM GUTTER p8 B66 PC 225 ~` I
~~ F 41
~~`` f p
_'--~ f ~
1 ~-____E f ~ t
F F f~ F
~\ _ -r----------------~.--
1
,+ ~ "~y a ,\~ ~ ~ ~~ EMOVE 'GOxc I 'TA
1
~` CB

.
+~~ ~
\~-z~
~ - CB

T6

77
e 'e2
p/ '' ~'l~I!@ : ~'~-. _ _ , 4 .SB'

..
v ~ ~
~ _ _
fi'
m~q_1. l \. .. m »_ ~ ~ \ P ~ ~ HR'" - -^- - - -
~~ - 6AF.1 116' .
I
. I ..
.. -a
.. __ ~
,F ~ ~~ ~ ~~ ~ 4 ~ ,N4 i~~
,
P ~ ~I ~ { CLASS B +7 - -
~

~
~i .I 3yJ
P
~ v
~E
.,
PDE
1
~ + .sa -rre- - -r ,~ ppB
I~^

R ~I I ~ ~ ~ 41 Amt -' +
+ --
m f I I" P .! / ~N'LB~ TOE PROTECTION l
ill 70
O SEE DETAIL K
~ ' I

I LATERAL V DITCN i 1
I
~ ~ ~ SEE DETAIL A RE AVES LANDSCAPING AND DESIGN INC. I ~
A I +
I 1 DB 366 Pc zzs - ~ ~~~
S
K
( PoNO ~ 12' PLAST
L
"' ~ I -Y18- CURVE \. -~
I I 1 PI Sto 13+0236 ~--.~..~--_--..~-"' a {~ a;
I
~ p= 1534'39TfRTl I
~ ~ ~ ~ ~ = 28532' ~ , ;,~,' ; ° ~
~ T - !4406
I
I
I R = 835.00' I
.
45s5' e = .O6 ,, ~
v
I I . I 0 ' ;'I 11
~ '

m
~ , ,
/
V 1

N - I I n + 1 1
1
1
~ I
m 11
11
~
I 14 1
1
1 1
1

E ~
~
I G
-L- (R7ICURVE
~" ,
.
1

I Pls Sto 410+6452
'
'
' PlSto 418+46,30 Pls Sta 425+5758 ,.--'~ ""
~
'
'
~ 1
'11
I ~ Bs = 5
38
542 p = 45
!4 392
fLTJ es = 5' 38' 542" ''
~ ! 1
1 ,
I
1N Ls = 320.Od
' D = 3'3P489' Ls = 320.Od "
,, II II ~ 1 '
~

I
I
L7 = 2!3,44
L = 127973 L7 = 2!3,44' 1
1 1
~ ,

~
~'

c
ST = !06.77' ,
1
T = 67522' S7 = 10677' 1
~ R = Ib2300' ,---- 1
"~
e = 08 _- I
,
~

1
-
I
1

b

+Rnm I
l

BAY
DETAIL L
F `, ~
° 770
SAD

0
STATE of
NORTH CAROLINA
OB 1271-337
YRELIMIN~RY PLANS
ro xar as ooxmlucrmn
H 5 M M
ARCHITECTS -ENGINEERS -PLANNERS
1305 NAVAHO DA. SUITE 303 RALEIGH. NC 17609
4~
~N
za
» F-
,N
I j2
-I 1 W
~ + 1 . SHOULDER BERM
~ cuTTER
\ F ?,~
'~
f
CHOR
,
f ~-'
y
~
~
~
~i~ B2 B01 C-1
F ,~~ ~" m r
.. ~ Z
~
r ~
m
4 N
- N i{
~uy24 ~ °" D

5 ea $ ;~' ~m N

~~ r
ppE ~ ~ ~
,.
~ BEGIN FENCE
i ~„

W
o.
.. \ ,A
LATERAL'Y'DITCH 0~ w
~+~ u~
SEE DETAIL ~rN~o m
~
\ t o
r.
a I~n ~
STATE of ~~~
\ NO ~BH127A301NA
\ Q
JJ2
W
11

,~

~ '~ a
' ~
~
`
'
~
SEE SHEET
20 FOR -L- PROFILE
~
SEE SH
EE7 22 FOR -YfB- PROf1LE
~
,

~"

~ P
P
m
m
i
N W
0 ~
W
n
W
4
0
x
W
4
Q
I
O
C Y
~ -L- fLT1 CURVE -L- 2Tl TRANSITION r
:'' Prs Sta 446+74.00 PI Sta 448+5336 Pls Sta 450+3268
;'~ m s PIS Sta 454+8993 PI Sta 456+8170
Bs = O'45'OOA' ~= 2'35'125'(171 8s =0'45'00.0" e~ I Bs =0'45'093' ~= 2'57'532'rRTJ
c~ =15DA~r D = roaDDA' Ls = rSDAa
Lr = 100.00' L = 25868 Lr = rooAa Ls = rSDAD' D = roo'123'
ST = 50A0' T = !2936' ST = 50,00' LT = 100,00' C = 295.47
R = 572958' ST = 50A0' T = 14171'
e = A3 R = 5710,00'
EIP e = A3
TOWN OF
SOUTHERN PINES m i
~~Q 72 DB 475 PG TO "e ton
b N
\G Q ~~ GOROON MATTHEWS Z"~
~P De w+6 Pc loi
N~
p~
7 7 GOROON MATTHEWS
~ ,A ~ ~ OB 1046 PG 107
HAZARDOUS SPILL BASIN ~
N` : ~
W/SLUCE GATE
~ BOT EL =NATURAL GROUND +
R ~4l~ BERM EL = 281.0 + i
7 +l 1' 'k +64 {{ T) ~i CONC YON
i
~*o ,~ r
*a~ + -{Tl ~ li
71 ~ ~ ~ END ENCE ~ r '~ ~°a
Q ~ ~ -L- RT +1018 ~ ! '
SANOHILLS AREA LAND TRUST, INC. 4`1'2 ~ ~~ r ~ ~ I
,N DB 1921-252 R J ~ W ~. I 4A i ~ m - + - + - T
+ - _ I I m + + 5D0 -1-7171 ~ + T m I + -
1 11 R 1
~, o ' E~--'-"-
I
I FORE BAY LATERAL V DITCH w ~ _ _ - __ ~~~
J 11 ~ SEE DETAIL L W/CLASS B RIP RAP o' I ~ G ~~~•
I SEE DETAIL B + la 97 ~ G _ J~
~ ~ I ~---
6 IB' i I-A'~
O __ F_ F f f f F F f ~ f1 / _ 95 f --
ln - ---------------- ~_ ---- - _ --- ---- --"-
} SHOULDER BERM ~ ~ __
N 89 GUTTER Rkh3 I °n ~ ., ,. + jai iDR REMOVE I cv
SBL
l ~ T .. .. .. .. ~~ .. .. c n a .~~~ EMOVE~~ ~us
•
• .. .. .. .. .. .. .. .. .. .. REMOV~~ --~-~
N .. L ~ Q Q1
---~-'-~
~ - ' ~ ~ ABANDON ~ _----- ~ ~ {;~
_ ~~ 2-CI EMOVE
(n - -' -- a 01 DI I
Z Q USI21 BST N ~ •I m Q li ----- ------- -- U$ I x61 29 pr N ~ iV
_ ~ TBDI - - - - - - - -- - - - - - - I ~B=Wf~ -r= ~'^ ~ ~\ _ ~~LONC` - `"--~ sl-,° r~ r - - ~ P - ---- . .. .. .. .. ..,
` car-r ~ Q a ^~ ~~ --'-_ -~- -•
90 SHOULDER OERM ~2 q4 ~
__~-. __-_ '.v w.
U CYTTER ~ ~ ~ W -' J
Q ~__-___-_______-_-_ __--__~- 7
f x x
~ f f f f f ~ --- T .. .. .. ..
f F
~ SEND C/A m !.
7r END FENCE
SANDHILLS AREA LANO~TRUST, INC. ~ 'F ''
V~ DD 1927-252 ~ FORE BAY
r< ~ 1; ~ SEE DETAIL L ~ ~ ~ +5,
1 ' /
+~ 4' ~ ~I
v+~ +~~~ ~
`ti V V ~7 PEE #.T4rX1 -I
DETAIL L
FORE BAY
t Nat ra Bade)
I ' 2'
IMINI ~ FILTER
PIPE I' FABPoC
r~ ~ r
FILTER
FABRIC
TYDe of Llner = CLASS B AIP RAP
STA 447+99 -L- RT
STA 446+60 -L- ! T .~.',t`
DETAIL E
LATERAL 'V' DITCN
I Nat ro sca.l
Fitl
aak 4 ri rr. Slope
MIn. D = 40 Ft,
Fwer Max. d = I.0 Fi,
Faarlc
b = 5.0 Ft.
TYDe of Llner ~= CLA55 B AP AAP
~RON STA 448+60 TO STA 450+90 -L- L
~ ~~
r
a
DETAIL I
LATERAL BASE DITCH
INOt ro eetlel
FN
riff. 51vpi
Ilrer MIn. D = L0 Ft,
Fabric VOX. d = I,0 Ft.
' wan 6 le< 6A' B = 2.OFt.
b = 5AFf,
TYDe of Llner ~ CLASS B RIP AAP
FROM STA 447+55 TO STA 453+50 -L- RT

73
WILLIAM DABBS, et LATERAL BASE DITCH
DB 978 PG 210 W/CLASS B RIP RAP
SEE DETAIL I

I
I l ~
1 1

`
II
-w
'
'
om `\
N t ~
+ ~
HAZARDOUS SPILL ASIN '~ '
~
~
~-
`
W/SLUCE GATE ~ ~
~ .
ROTE .' NATURA ~, GROUN ~ ;
BER L -~ 80.0 '~ ' .'
, ~ -•'?
~
~
~
-c- rRrJ rRANS>rroN ~
i
'
PI Sta 447+6022
~= 0'44' 287 (RrJ
D =0'14' 49.4'

T = I50A3' ;'N
R = 23J~93' ~^
e = A2
i
-L- rRrJ rRANSmoN
Pl Sta 450+6018
D = 0' 44' 285' (LT1
D = 0'14' 499' I
L =299.87'
r =14994'
R = 23A853'
e = NC
N

FIOIEC'I t~B4C! N0. SMfET N0.
R-2502B 15
-w s14ffr No.
_
ROADWAY DBIGF4 HYDAAINCS
e4cNBx ercr4ml

PRELIMIN RY PLANS
ro NOT oa awre nucrwN
Iw lar haYb Allow 164
e,WaNt neoe
~ m eel eon
~~pl'T F: m en elw
rWarsnwraAW PuAmAwBESex - BPoDiE/SrWVTWIE OESCN
CM/ULrE OESeW - GO/CPS - COXSiWLC7A)x OdSEWaKW
H S M M
ARCHITECTS -ENGINEERS -PLANNERS
1305 NAVAHO DR. SUITE 303 RALEIGH. NC 27609
i 75
CECILIA TROUTMAN
oB 112z Pc 4B
~1-
i i,
-y- I
s ® 1' p~' EIP
1 YI
', $i
I '
I I
I i N
I I ,a _
I .N
III Nm
I
~'I 2
it
'
~~ I
I I
I '
y 1
Y \ `
EIP
f
1
PAR PROPEP.TIE570F ALANANCE, LLC
OB 2387 -PALES 372-380
- (171456+50 END TIP
SEE SHEET 2l FOR -L- PROFILE

r. r

G
N
0
D
Y
m

~_ r
e
i

PROJECT REFERENCE N0. 9MFET N0,
R-2~~
OADWAY DEIGN HYDRAULICS
ENGINEER ENGINEE0.

PRELIMIN RY PLAN3
0o xm vaR corxuuc[;oN

H S M M'
ARCHITECTS -ENGINEERS -PLANNERS
IS NAYAHO DR. SUITE 303 RALEIGH, NC 27609
~ ~ 322 323 324 325 326 327 328 329 330 331 332 333 334 335 ~

335 336 337 338 339 340
T
341 342 343 344 345 346 347 348

r •
r
a~
3
~ ~ 349 350 351 352 353 354 355 356 357 358 359 360
'f
362 363 364 365 366 367 368 369 370
PROJECT REFERENCE N0. SHEET N0.
R-25028 18
ROADWAY DESIGN NYDRAUDCS
ENGRVEER ENGRffER
PRELIMIN RY PLANS
DD NOT U~ G1YR7AUC(90A

I-t 5 M M
ARCHITECTS -ENGINEERS -PLANNERS
1705 NAVAHO DR. SDITE 303 RALEIGH. NC 2T609
361 362
371 372 373 374 375

~.
,r
N

M
s
,~
0
a
i
PROIECi AEFEABJCE N0. ~IEEi N0.
R-25028 19
~anwar 6EAGN Hmuuua
BdGINEE0. ENGIN~0.
PRELIMIN RY PLANS
AO NAT u% CON6IAOC[fON
H 5 M M
ARCHITECTS - ENGINEEfl6 - PIANNER6
6 NAVAHO DR. SUITE 303 RALEIGH, NC 27609
', .,;,,375 37b 377 378 379 380 381 382 383 384 385 386 387 388
f
389 390
i
391 392 393 394 395 396 397 398 399 400 401 402

v ~
P
rr
A
r
D~
PROJEC( REfEA9J[E N0. SHEET N0,
R-25028 20
aoAOwnr oESic~H NroR,wua
ENGINEE0. ENGiNFER

PRELIMIN RY PLANS
W NOT U81 Po CONS[ROCJ'(pN

H S M M
ARCHITECTS -ENGINEERS -PLANTERS
1305 NAVAHO OR. SUITE 303 RALEIGH. NC 27609

~. ~
P
M
a
PROJECT REPFRFNCE N0. SNEEi N0,
R-25028 21
Roaowar oESwN HroRAUUa
ENGWEER ENGRJEE0.

PRELIMIN Y PLANS
00 M1YP U8R C02$1R9CflWR

H S M M
ARCHITECTS -ENGINEERS - BANNERS
I ~ 429 430 431 432 433 434 435 436 437 438 439 440 441 442 I
443 444 445 44b 447
448 449 450
451
,,
452 453 454 455

..
a
f
P
,a

\ ~ ~ PROJECT REEER@ICE NO. SNEET N0,

N
~' + R-25028 22
RoAOwnr oESwN NroRAwcs
ENGINEER ENGINEER

PRELIMIN RY PLANS
m vm uv croseevcnoa
r

~ 'Y

H S M M
- ARCHITECTS • ENGINEERS -PLANNERS
1305 NAVAHO OR. SUITE 303 RALEIGH, NC 2TG09
t
i ?

a

I

- • ~,
- -~ -+
~ .
t {
i

i
~ ~

,
_ t
i- 1

- ~
+ ;
'
1 H
+ 10 11 12 13 14 15
t

? - -rt

~~ i-

,;

. F
s'

t
~
-

_ ~ r ~

- +

F

L -
~ _

10

11

12

13

14

15 Y
0

.- o
N Z
aw ~a
~z
~~ o
M
66,~8Z/a'

Y + 4'
s
ds
w
r~
r
N
r-
r
r
rs\r2502b\ROatlroy\Prof\R2SOZ8.ro;•-pfl_G9102Z,opn _ G 30Gi5A ORlZJ/2445 8r31i29 AM UloWery
3R1Y
~ ~_, ..
,. r

n
N
a
m
a
T
v
m
0
N
0
G
i
z
9
0
~r
Gm6
~6
f\
~~
d+cv
r t
T+ ~_'i

~ _ ~ 1_
Tit __
'-Y
~ ~ _t
'-'-
:
~ -_ ~ r'
'i ;. t
-[Y
r t'' t
:t iT~. JJ
,J }i.
';
aY 11}.
i +
r. t.'
-1. x Y
_~ TJ
~ 'J
,. ,J r"r
*}- F, f
E:C~ '!-1~} ',l t-,
ti
1,.. J ,-
h.-IJ :.~j 1
;_-r ~tr~
L.J .u
:_ T + _t
~~,.~ ~
~
-,t
-'-r ~
-I'} ~' ~
.-T-~
^-`. lH 1w Fd11, 117uA k/
wWI, rLCneu PR~X'I REFBr@I~E F10. INEEI rp.
__
.
-
+
+
-1
.t.

'
.1 + + + { } : _ ~ .: 4

t r ;~ { ! ,+

r i 7 .r; . a r

~ r' +r' ~-; - r ~',-I

~,.

-+ 1', ETIERILL ~ of em an

/wnm
EX -

R 25028

24
+ +
J i tr :
r
T'-i- + J
' ~ 1 1 - r
-'i -'-'
Lt !-4
- t-r
}~-~ t~
+•-{'~ ri
' +1
t'tL - '
rrr;;f ~ al. r f
~-- }-" -
~ + L
r
. L
. ~f"'' r ~i 1
: ~
_, Ji ~
L--,-I
..
., I
1+ }..;
ri- }-~
1 I-.
1
~ : r
.I
' r!
T,~I ?.,
7« i f
+ .r ?
~ 1 } .r:`
~ + f
I-1
+' hi I
I r _' ,
-1' !t. ,
1 .
~ } .
,. I~
- ti'.
' DENEERING
""~~
-. ROIDWAY DESIGN
ENGINEER NYDIAUIICS
ENGINEd
- ~+ f++ ~ ; h+ ~. + '^'-F~ r`r +T _ 1 h -r -
~ rn `1 l t i .l J 1-r ~,,. ?
, iI~ 4"'
' .j ( r 1- } r

+

`-
'J',
t

.
}
~
{ ~

r
f•'
r

+-
r I
.
T

~
}._

+-
~
~
*i.~
}

F+
~.
L
~

r
~TT
I r

T~'`
_ :_
t W
t ~ '~

+

$',
h-r
r

I
~+
~
t',, :~
+-

, L
1j

t
+[ ~.:
.

ti .:
_" ~. __
~ J
1

h"

1
1
F 1 w.-x!

.I

_
,.
J

1
.~;.i
}
I
+
' i I
I ~J Wit ' ~i t

{ I _ yJ.

~

I
,I.._ .

~,
. - `
+
4 h-F'

r ~

>;~'Y-
+
L.~ y+

:11
} r.rr

..
L iHNSPoMArpM WX1YMG/OESpI - flbOC,ETMd'rURf OE54'M

CM/t/SgE AESCY-C6/6P5'-CriYSTFIX,7p.Y 0flSEAVggN
1 Ii ~ I AI +: tf ~
Y'+1' u i
r- +'r' ~+ i"rJ _._, r 1
, . ,.. t+y 1~ r+ Lr
.
f .
1 1 .'S
~ -t, + 7 -
~ n_+ ~ r~ "H, ',
-ii {- .I
+r-
+ +: t
. 1
1
- _+ ~ ~
` j L '
} 4 i ' , 1 :1 l
`
~
1
i
~
'
i
Y i+
+ r+
1
, , } (T
,-r
{
YI I
, t. t ~
.r
.'4-a
! I
~
r :
:-i
:.. `3
I
l7 T.
{
r r r.
-,-F f..l
Lt +
x .r
t .'+
_ . _
' H ~ r
hi "i
~,tl ~"
'_
!-(, T'•T+
.: +
1 _.T
r-
~~;=
a I } _.t. i.
t
-.,:; r
~ 1
._,
'
~ +, -
-
1
' +
•I
..+.
f .

{` _
i I
{
~ '
-
_
t
,=i 1 i 1
-
, 1
'
.
,.+~.
.
_'-i1 .I
t F
J,S
+ -
~. y~ ~
..
~' ~fl I
+ 1 '
.~ j-r .
-.
'-r,
t -
r
' rT
Jt .rt {.
J-r+
y 1
-; I 1
; ,
Tr I

-~ t i
-Ir-
T t.t-
Ji ~
, .,

'-
~ ~
*
ifr .}

1 t.
}-
r
.~-F
.! r~-.a._.
;.-+
.}! ~ r
+-:-1-
J 1rt r- +,-~, a .. ~.,, L+'
:+I r t;:,.. tL+i'
4 1{
~ ...

PRELIMIN

RY PLANS
+,. rJ-} ..., .,.., ~ J_
: .
!., ~. J. J
_ 11. ' r
r
~ _'_',
, ;. ,. J,,; _.r. .., ;.',,-: t+ 1a
J :_.
4 ~
, _ I ,
-I .r'+ r t. , -{i ++ r; I
, , r
rk i I i r
r 4 T
- r
~' T r .
+} i
„~ t l

":i.'
µ ~
~
~
i
1
'

t
F
I. {
Y +t.
_i +
+
N
t1Y
+;~-
Li~-
~J
~.~i+•
1,.
~
'
-'J '
{ t~'
t
-r
~~-
.
~..
t
.~-
j-
+~
I
.Fy..
_ L
..'-,.
_I -
.«
.I_
..'
~-
-:.
J `t
_t-A
~
~ no xm nsa ro cuxsraucnaa
rJ._~
, it

'.r

'1 +,
.::L
r.{
_

t+'r' '~7~.

}'
_ .
.
ti
:..
~I.
.+,+
t J.,4
._~.
I. r
,..~.
A
Y-! I -,
Ii
1.

-
~. :.
r
+...

} .._...
.J+1

.;+;-

-{.
• 1
!
I ,,
~,_
1
+
f _ :'
I,~r
rrr-17
+' ~
- ++
~ t ,.
{-i.-I-
1...
i',

-
- ,I±
°~ ~
rl,

t
~ ,
}*!;.
-1

L
i >:'"
rl*
~r-

..
' ~?'
r-

J ..~~.
,y+

-i-{-„ L. ".'
},
I

t
- Y -'_.f.
r

Jr
' .L
!; rr,
Y~,{

+r-I

-
y «,-
n-.
.1_
-}

~
L}

il! i
«~
~. -1_i,
..,
t
-t .
_,:,
-
' ;
r
T
7
J-+~N
1 ,.
,,
t t
..1.r
..t, Y
t,I-r

I
1 ..~t+.
__

':6.I ^r

.+tL
~ r•,l
µ.l.•-

; Y,
-•.}..
_ '1-I'r
,.i -
I
.1, ,
:r.
r;T1
_
. I;:
- r
f .
r
"%T
r
TI_
~
,~ I ~
~%i-

G
-. ~
:i .1
i-L
1 1'
L_
r-
:J t
.'~
7~j-

;
' I
rlr-
.
r

1 ,
i ~+~'
.,.'L.
+1

}
4 r
t
ia- I!
._-17-,...-I-
I r
'1
-:+ *'-I-t_~4-
,.+.. _.
'~ ~ t 1

rr L-^
_; r
-
:.Ir
'.
ti 1 I
.yi.

{.
-Trt_ i ~
{.~-i.L T
.+tr

~,~
,

_
1.x
}

{-i
r-
~
+ {
,

~r
r,
. ,
L
.L;a-
:

, Iti

r

1-LT
'"1
1"

r r

f .
1
.1.,Jy..
.J_
rl
.~
~

:_
1
r
t
{. 1

TT
I, r
~

}YI
?T
1 r
,~

;.

,
TJ

1_{
-

~

14-

._

1 ~.,

..;-}
,,r

L_..

'.j
+

1
-
-~

~ - -

J Y

+ -++

Y

.

~

-

~
+ +

,
-
-

~ .
+
r
+Ln .
. r
- :-L., .{r
_.y+
~.Y f
4
.,
:...~ .

-
-F;
...
-
' ,-tf,'+ ,I 1 ... 7 .~
~ t I
_ -~. t;l. i.. rl -
-r-~. Lr _ t + ? t': .{ Il..r -l_ _ 4 L'
~
~
; .I ,I,~ :.
+ ,~ - ,~.
1 +~
~ , 1 1{11 ;11 t, I;~..~
1
~ i; ~.
~
` rJ~
~~ L
' rl- r_,~ ~ .~rx
' 1 I
~
I ~~ I+ ,I~ +
r_
T J
~
~IORTHBO ~1D CROSS01lER
-Ir ~ '"~+ h - `t
' 11 J 1. r+ Iy~-~ ,~ L ~1~ t t I`.t Fi- h$t T
i ' r
11}-{ }i L~ l-~~- _F j ~+ .
' :
~ Lr r1 1.}~L ; + .»:~ , r' L;i ~ h- ,

,
'.~
i
I
r
~ ~

err; a ,-1
_..~

l
! I_
}

i -

i .J..._

:..r .. 1.._
jl
t.
~-
l
.ii"

~
41

~ 1-„
L.
1-..
+.~
~

-, r ..,.r
.:_,.
1
ri .. {
,
, ,
t 1 t
F I
. ,
L
~~ 1+

Tr+a
' u
I L.
_
1
i~:r L ,.,
'..1
}
,
' - 1J.
i.4: _.
I~.'
,
L

i ~,
.I

' -:
i

~ .' IJ
~

-'.

,;
.+
-

'

r
.. 1.

t
7 ;I

1 :,.
I :.y.

t :...,

_ r...

mo .-:

t: .. '~ :.'. .+., ,' :. ,..~ .,.. .-;, 1 ._ ,.'.... '+_;. ~:.~.~ --. _.L_' _._; ~.1.
r 11 + h t - +. ,1,.}1..
;A}: :__4_,., , :A..~r ,...~k 1~,~ J.i.r ' ~.YV:., --r:,~. ..r.:++ 1; -i;~
-~ -r
~
~
~
.
r: ; +- T ,
i~ .
r
'1.Y .,
i i
f , +'I-1~. y...:
F ~ 1, ?
ii 1T1 L
r I-
.~ --I Y',
,
,.{ !
-'. }~
_I ~, _
r.r
{ ~ }r. l
.,r,. , .
1 -IY .1.'i `.r
n i-+ ,.,
+~: Pl -
,
= !4 .
+
50
0 ~.
: ,.
0 I.
- 1
iJ.
;y.
.r. -II
l r? ~- tt71
+; ri l_
r
:~
1 t- _
~I -
-
- -
-- +. 1 ,
.:.L- i--~.• -;
;~ - - 't' r'--`~ y.l:
1 ~ ~y+~ r >lY 1. - ~
- +' - r ' ~ 1+-. ~ ,L._~ a:~'+
r
-

i-
: x+~
..+.~,T

-I+;-~
. ..
ir

~~-1.L.'
_ _.
L.
a.+l
.t. -
1
1
IT+~
..: T
'h

~
'.
1 -+
. t'
~,
;_ {- +I
-"'
l i, '
4.~-I.
T -,.I.
J '
.L~
.J
+I.~
~
r
~
1 ~,_
rr
++.I:
1 _.L
. L
}.
;.. ':

~
:
.
~I.
.. , I
.
,r
~ ,
.:
'~
._.. .F
r'F~'
'.; «.

~
,.: L+
1 ~
_ ~ ..
.
J = 1'r}.
EL 346b4 .-
_
'
'
F.«
+ -
H.
-
1.,-.t
J--*t

-
1-..
-
[J.
I.j!{
'
r
'
'l
.t•
- ~I-'
_}'~.t
+"
.r..r
1
..-~
t
._

__
1'
1

:

1

`

~-

`
_

.
_
r-1
..L
,-

r
_
, -
J..i

-

{
.,f _
--
-
{
~ ;

~
h?..

+_.
- -
.

t `}

-

I
I
_.T
-

~J
.

r
I
_
'+'

~
:
-
I.

1'

~`1Y~
'i '
r.r

L

~
~
~-I-i

+r-r.
11_
~' 1
. ,,

1a~
+
I
_
±'L ~
l

!{'

,rt.
l,j

'r..

~
.
;-::i

I

N+ T
~
r ~~
~+
II 'i
;. +;
.
I ' r -.
I-rt .P '. ..
:,'± 1L..r
,- ;.
-
,r r.,
.~ , ~--
~ -rr. ~..
,-1-r, ,
1...
-+ ,_L'
' Lr -+,I l
? _
VC - 145
ti

r T-
1- .__
I, rl
~+~ - ~,
H'~. }-11. ,
,. _-
._ rr a +J -
I
-:.. ,
.,,: .
._
I II .
b~;a ^
- T.
.
---I .
.
I
T,-C.' ..
:
., .1- r
~, ir+
L~+r
~ r
rr~,. .
.
-
-;' .}.
t L~ ;H
II'} j.
I +. . .
.LL 'Ii T
+`t
.++ i
. ~.
!„
.....

~ .j
_.
~ }
,Y L
t , -Ll-
~~ ~
1
._ .,-
~ f ,
':..

.I.
~~1
.I
~1- .. ' ~ .
I'r.
r
L:. .'
I

1

.} ~_ .:.
_.. F.
.Lir
1 ..
{ ',.~.
. .
rJ,{
L.._
} i..'t
.-.:. .
1 ~-1
. .I.
1
. .. T.
r~r
.:' ..J.+.:
..I I-.
1:.J

~ ir^~ . ' . {..
.rr.1 .
1 t
r.
- '.r ;
.~ r
i 1
>_LI;
I ... !- ,
ft.
4
'f.
y r^ .1..
..

1~.
~y- ' !r4 .
~. ~.-
,{

"r~
;. .+, '' I.
-i.. 'f-. .. L~ _:.:."
~ , ~.{ r. y Y .
.1.I -, .I}7
J-J- .~.,-1_
..
~

1
}..
.

~~
il
j
.

i.
1
._~~

l.r
f -

~
nJ.~
:
.
r«}

.,.L r
L!
1
y 7.:1

-
{

} I l
_.:.1

~:J.
l
J
i
T

t.
J
:

.,-
J~

J

t _.J

:
.1..
:
I
r . I

,-' „

_

~
i

. ..L;.
.{..

"~Y:-
I

r -1:.

#, .:1

T
i

i
L
-
,
-
~'.

`t
rf

~t
,-r :
. J_
+•+
+L
I', I.;,

1 ,
".t'.

'1-re

~ 1
.-L

.1 L
T
: ..

r
~
~<'i_

1 i}.
-
+t.r

Ii- i
_ ;
_,+i

+4
::k
-::

1
V
~
-i~4~4

.+,,,.
'r
i
.-( .j..l..i. ..! .
~
h!-! J-...1.. , r.'7
r J

~ ~
.1~.,.
i. ;~...
r .1
r : »'!_
, t r .:~
rr .yL_
t 1

1 -
.:y. r..
J r
l.. 1.. ~Lr- n
!J. .:.,L ft....~T.
r1 4 , ~
r ~ I.
V f i .
_ il~
~r . Y
1
i I, !. -
..;; L r- r +-
-T. .
.
~`r!
r .
,}
,-l r. 1
_

~ r
. 1.
1 .
- .
«I , :- .,.
r.i_
r:~
1,. t-

I' I.tt
F.-. ',1
~
t...
r !
., f y
1
t'
- - r

1
r(y: -
I j~~

~
~~ _
Ir.
r
i~ ' ..
y 1

tr
+7 ~

-+r r1

{• +
~

t. .
.I

I - .
,,f,~.,

}
1 .
i-i ty
..: ~}
I'

,, -t.
. ~
I'+,+
.:..
~

.: ~y.
.L
:.
.~ y 1
1
.__~r.

.t,.{.
+
.r.r.,
.. .. 1.
I.
Fr
-
4_J
~.
y. ~
'- `

_

{.
1 4!^

. +L.

+..1 ;.~1
'•":'+'r }1..

. +1.

.L. ..
-'
Pr .
-
i.t~-
. .-,.
rt1
.._ -:_

= r2

,.1.

._,.:.

+25.0 +F~r

-,~-.

. j-
:r
0

.+
i
.I ~_.
.!

.l-
}+
..i.+-
{:.~ 1
_,~, ...r.:J

_'''.+.
r1 .
-I r}~-.
-:..,
;
r'

+ -t.
, :
~..,.I.
.. 1 t_

:..
_I__

_l.',.I..1.
.....
1 ~ Fr~ -
-

.;.. ,.a.;. .+.-1.+. ....
++ +
_ i..l..'..+_ .,.J.
[. ~ ~.J~ 1~.

-

L. 11.
1. }.
t

L
,
-++
r

.
.
J! 4.1

~ I L.
,,- .
.. JJ.
Zt

' 'J.1-

,
{ ,, r
.. I-
r I.
r I

'~.
l {

1..~..

.,".
r~Y

-._. '_
: , t
.. ..
_ ~
:i ,

_. ..

Lt-1
`
-+ '-j..1
-!Y

-.r
y_
r~, :.: +'

a
l ',l
.I. T. I_
-

-4~~
I. ~'.
.._.rti
!-r

.+
:..1

1
r

.. '1 .
_

t
~ ~. --i __
~

..
-.-
1~
L"r+r

i-..,-

:..
i

f
1
1 .I

.+r
r~ ~
tJ.'.
~ 1.
+'

,
!-it.

., ,1
_
~ t...
~1

.I-F{

7 ~
-"t

r.'
.L
l.r..
i._

~-i-r

tT~

~ t
L}+
l "-
-_

~-r
. .1-..,
I.'

{
.1

-.I ti
~.

:: },
..
f'L~'

.1
1.1:
y
- I .

Y,-
-t' :
-, r
..,..11JJ_
..i!_I
11
- `+

_C
r
jh ..

_

~~ }}

+
l'+ ,
++-

1

1

~ I
r

1:"ri:
1
r!-t I
,_.+

,
I

x
~ 1.

,:. *.

~.{.
!..{- ~
I,hr .
1 :1
-}.. ~~
~r~
.u+}.
.:.r
i +
+
_Ll :i :.,~-
,..I

"_

@ , ' .1.
ri,.
L.~.,.
. J
EL
_ =
3
2915 J.' J+T.
I
L.L
. i:;•--
+..
-1..
` .!_t
F*

~ Y.l...t.
T.!:

"
' j. ..
,~t

- .-.. ,.A'J_... r,~ 1_' .:
:. ;~"., rrt. !r!{

+
'
-
y+!
,. +.
+

I -1 L
,.r+
1
AJ...
i:
1J ..r
+_.f.~.

'
,! I
-FrtA~J }1
L_I
1L :.
;.;-.r
~1
_.:'~
~j rL!
.
t
'<'C +
{..i1_
T. ~
1.... ...I_
,{
:T
_:.~*.
:f
1 ,

ff
--I-+-~
L, f

-~ ~• -
r-•-f..L
..

L
~ .L

~~
__t} .
+
r. .
,- .
Jy1 f:
.I_.-_,_
I I

`
t..,.. :.i,.

"'F1'r , ~ _

t?~
_
1-V rtt
i "I.
.. 1
r
~
!
J_L~

~
;

:'~' "'+~_
I_
TJ 1.`r
_ `T.

'r` _
_i_4:

.

,.t
+
_.,.
r.
.`;
+
:+
v
Y „

F r

1 ,
,I,._
, ;
''
r ~C
1 -
-
n

a
~:'. .

,, IJ .
."_
},+. ,
:. 1'_
r.
1 I T
.
a .
+
:
~ +
.
~
- r~
.L:, T, I:
~Y
i 1 I 1 r ,

1" -
'+ ~ _
T
__
+.:
11
1.1.1.
.~
- 1
r ~ h .r.; .
.-I
..
-
r
I
l

- - t.
_.
'T .
,I-
-J IT

. ..+

Fj ,., l _. _
_
I- +
,
rlrL}
,.

1
r y

1_ err.

r-++
T'
,-~ F

t.J
,
;
....I_
~ ,~.,. .

J..LI
`-
. ,
~-. :.

i
_
+ : }
. . .; .+L
f

~ _
_
J 1 4
L.r-

',i.
}« 'r+-r
..: t:: _.

:1.~.
i1.4 I +': 1
. ...
, . -

+{-{ I ~ '...
:
,-,-,.. _
1_.1
,., y.:
L'.T
~ t

+.Y
1 .I.

..t.

1, F .41'
I
r
-t ..
:li
rr. 1+

., .
,,T
+.. .:-:y.}
I.;..
, ,._,
i
_!.,_,. rf
.
r.;.
t

~
~ i «r
: ~
..,. t-.
1.'.
.,;_.i i 1

-+. _,.
..:
r.~-F : Fi
r.
.j..
:yt -r'1

-..
I
-•` , 'L'
r.
}_,-
I
rr'.~
t
~fr
.,.r r
~
..,_t ',-I-

-
I, T -~-

;.., , ..
:,
:.+r.. ! ' 14..
T.

'+1-
--1, .
-t}r

j.-r,
..,.
J
1 .}.r.
+,..

Y.
~
r.}.;
_
_
1
_..
~r

+"

~. ~
+-.`t
_
j

.;.
'..'.
_
:J.
,
r:.:. i _
Ir
.{..

''V~'
r+I.
_ _
"ri ..l

'{'

~
1 I
~ ~. 1.

.;.{.,

..
_,J: 1 '
_

I

-
-
1.:
-~+-
...
{
+11..

.

r{..
}+
..lt

I-
:
!?

~µ~.
'
.r}
.1..

I
.r.+..

+i

7+~'.k

±T:

.
-t
'
1

r{+,.

>+!-h-
}.

+

..
~-
-
~1.

'.t{._

-^'!
-µ

,. _i{
.~.
.L.

.
Ti'!
_
.}.
~ :
~!~-
_

~. I r.
~,
~
-. 1-
-I-1,.

_
1
u
-r+V

~:..I..

i

l

T1

',
-
+-r

, r

_

V
=
+_L
r ..+1
r ..
:~„ _, ..1
,: ~.
~ . ...
: 7...
:!r . 1.
E _
-E.i 1. ,
[,
} .J.'.
.. ..r
;,.
.: li. 1
.{., ..
t ..
,.,.~. .~.~
~t
L... .
.
',
.
1

.
t,
r. ~'{
..
., !-;,

...
-
++:
{
14-!- t ,
.
-
J-. ,~
.,.,.r r,
.l l- +
I
rJ.I
I r.
f 1i
r.^I .
.
ah
.~I.
_
_

I - -.
`' _
,~r*
_
li

..
_ ,-+
. t
-
t..:~
.
}
Y +,
':-1
r
'.
t
-
, ~
~
~ ~
~'4
-y
:~+
.

~ .. i'
i..
:.
.,.~ ~
: -'r-
L:
I
!
~ F I
+, ' :..
.:
~J ;, La I
~ ' - 1
. .:..!-
~
, r..«I
'
.
+ ,...i .1..
t
~ {.I .
:
i_ .1.J
~ 1
'
J: ,+t.
i ~ ~ •
~ `. I '
I i i.;
'.I-
.. r .
l l +1:
.li
1.
1 -.J

.: 1-4
! ~y.
1.1.
1
LLi•1.1
~ 1

' .
+I .l.a-
I
i
1

.J.
l
~..~,
~
.rl '" ,
1._" _
L
~t
'.
4
t
-h...'-h

'~

1+
f4

rtr; ,
,`r
-~1~~

u
r..-1
I I
1
1..1 ! ,
..,.;

.!..

} i
~.y.
i'
'
+ .
-
.
I,
:. ~
Y
_: -
_

j .
.++~ .
.
~~. .
Y ,.
1
,..
1_
.t _
,.Irr
~_;-. ..
.
.,.
_I-
!
t -..:_
r
rl-
..
+ _

L
[. .
~. "
11 ...
~~}

J
J
}. Fi'^ .
.
ri 1
.-rte *
rI'~

' :, t
-r

+

~ +. t.r
'?'r1' .l.
t r+.

j ,_+
~I
1 . --
11 r
Fr
y.

1 _
4i. 1
_

l
L '
.,'.1..
.
,x,.'
'I

li

1 fir
T
Ir

1
h'
T _
-

1 . }.

....
.1 -
~'
.. .
:y~L _
L.~

t
.,J L
li
'r
_ . ~':~

~ -

- r'~ .

1~Yf
T_r[.

r
- I +L ; r - i:

...

, " ,
i

,:

. r+,. .
.
;. _ 's

--i Y J •t{~ >T r r

'„ t ...r._ . _ .

' .{.... .

` ~
'f "

}
} +rd ;.r

' + •FI_
-

-- rY-:" -

~ i -; . 4.. 1 M~1

r 1. IT

y

+...
1r Ii-4{-
L
~I.. r+~-
'J ..
t.1, . «r
~.., .i...
:_-::
,. .,~
..
.,
_L
:~4~
...

~~: ,
:w1:
1''.~
..»,'
~ :. ..;.:.,.r.
_....
:~~r .«+.!
: «
^.+ ..+.
,.. '.:
~:.~ ,.:
1,1.
,.r , ,~ -

-, rr ,..~

I-};.. ,-.,.t
T.
..,+. i .I.
~'
~-r'
~...+ 4~
~t1- S +_
{

i, ,7

r

` . r~

+
-I

~1
!

}._

:
'. }.r
{: - .I_
.1 -
.} - .
:1: :I~ t"

}
..H.
_ ;~

-
_
L... ~r
- __
- t

h,.

V.,
II
t
1'
{ I.
1:Jr
,..., ;

I,-i
.111
_ 1 t
L.,
_
i
r
- f
,_r
- r
- T

..µ

v
.t
_

.4 r

.L,_F.1
r-
.I-{y
Fr_,

` '}r'

`-r
y.l:

}
}
r~
:,
' I
:.
i- -

r
r
.
~t
'
Y.
t ~.
Jr

'+r
~.+_ '
,-

._
I- ,

I
'

-r '

+~
~
!.h

1
.
r.
.J+
~

'.'.
_T:
~
_r .,_

~
+ ,

' U
-_.,
r
r:
te
.
L
~ '
r
_F;-1
r-

:J!.
,---

it

.~
+'
.:

_
_
..
.,-{-
~ ~ .
T
'.

,

-
+:
~ ~

'"-T
-V:

f ~ ~
_
+', i .

L

t
ir+

}:
+~:

r
1J
A
_

.~.1;
,1 _

J
+1;_,.

ri'

+

~

.

~
J
-rF+

I .

h `

r

-

i r

.

'
_1

1

~

-
I_l
__

_
~-
1
r-

-

_

-
~,:4

~

-+.
.L:,

-
r4

,-I
:

'
A

I"Z~
;iit
r
L.

l-L
J-'
y1
j
:.t.

L 1

.:1
~
:
~
~
.
J .yr. .
,J._r-

~ i

: ,
.
+-; .L;. -
? :
~T
~

~ !
r
-
_~~
T~ ~
II~
-

- r i 1

~1
~ t
J. -.. ,

~",

~ rf

- +
,- , .. r'
,~I _
-;- t
I ~ _.+
- _ ~ h{-
- -. -
fir _ _
.:.r1. .
- . _ .
l _
,-
:L H,.
h
l
•,_

r
+ 1 :
-
,- 'rr+
I,f + .
+ .
I 1
1- -
~-~#
r
,~ .f _'~.
~ -

~'
~
.Fr rt
+-r
MTh ,r

~+ . _ ,_.
l
_~ }S}

1'~ 1 r{-

r
j ~
_
...

, rr. r
.
n1.r<
, ~
,' ,`
c a.l
;-'-'
; il.
~~l ~ ~
rr.,

:
!

, :
L .+.~-
i..,.
t:
I? ~x..
... ,
i ++'I-~
,.~,.},.
~

~ '..!
+.

1 ; {}
+: ,.:.

J ~ J
,.r.
_, _.!:

~ J, ~ ~
.:.

f
! 4
_;.-.. '-~;
;

~
, + : i~
-r.
,..., -t
1-J

i' ~, .
~
~r-1
1 . L...
, _-
~
1 r-
.,ti.,.
1 .
~'
-~., I J:

_, r _
'.-{'r

1 _

;II.
r I
T
,~+ ~}.
`J-1.
I,. ,

:,

~. ~-I

;+-. -

'~ dJ'

-.,
r

I;

~ ,

'1

-{ '.F-
L. .~ _
7L ~.

'"-r,
~i
Yt

r` _

~?.} j
{
_ --{.~

~{

i
` -!-

`'~,. I L,_t.

~ ~
T~ti !
+
r-_-:: ~L.- '

fi ~
'rr1

t+~ .'
t
I
r
t iti. ~''

{:.I.

-- 1 -,,
... ..
,.
1
.. _...
~. ~

1 ,
~
r.
~ .` ,.
~
t .
.:
r _
_
1 ;...,.
1
r : :
..
F ,..,. _r
.,
- r

~ ,
_
~ ;.r
r
r .
.
.
C'1 : r ,,.
1 •' ., .._.
-
~
+i 1.~
-r'_
-"- _:.r Ir
--
F',._ -J
-~-V.r
.
, .rJ
~
j.,_ t .:~L~.
-=i ~ _
"t~ ,
-i .'r~ 4
t
-
+ ,t+
.}ter '1-:,
- ~Y 1'
~»
i .
.rr
-
~ I•
- _,r
- - 'i,.
- + l,r .- . a.r.l,.
_..fJ- ~.
r .~{..
_
-
} 11+ ~
.,..
+,.1 Lii ,
-r .. ..~
,_ .
.1-~
l.~.Ll. _:'.}..
Y ,.t

i':.r

_.
,.

'.
rr.i
.; J!
1

..I

i ; ~
•r.+

..+
::-..

:.
..:-
Y-r1

..
:::.
l
:., Lr

+ r{
~-'.. 1..
_

t,
.1
.,.J
., '~~:

I:.
1
.
'-: i .t.

+
.I-1
' .
_..;

.:.~I
w
,
F~~ 1

'~ ~
1
..1_

~
.
i
.:.

:
~Ir
, _
-,-

7

I._.
1-

i..

J:1
,
I

~ ,:
:+.
_i..;

~r.
.__.
_. i
,

.,,.
~.,
.:..~

JJ 11
:
:

f

~ ,
~
'+

ri,
7.r-..
.
,

-,
.yt

J
+

r, .,,
1 h
~

.....Y
i~.

d

:.

-.,
-Ll:

+
~

.tr.

7
4

..;.{. ~.
-

i-
''

.

~
i.1

...

I

~_

I'

t

,.,

)

.

i;
`
:.1,..

s
..

`
:~!
_~i

r

.

l

'I j
L

: ~

I

rt

r
'i!
,.la.

l
+L..
. 1
~
.

Y~
}.t_

~
~

I
Irl

-

_('.

~
y"I

1

.I-I~

~

J-iT

a

1 .r

1h
'1

i'_

Llit

. i.
I..li

.

~ I

-

.11
r
_
ar -:
r,,r

~.r
-- : Y
4,,

'-r
,,.«1.

+ r'~~,
._ 1.

-,. T f
«.r.-,

L i
a-i~.

'Yr
._
, ,
r

+-._
~ :
~
r',.t~

J1 I.:.
... T
,Y.:

u t
Y Y r.
.__. 1
..:~

;
•-~,

~ ,
,+rr

+
', I-t' -
-
+.
la. ~
J .+:.
Y- r
; r .
;.

.F-i
-r`i .Ir+
I.+

f 1 -
-: 1;_

~_i
-r
~
-

L.
r
; .
I::t
-

~.~'
'¢ .
,:

1 L
,- .
. .
t,}
'
:.r:.' _ _

;
t
r

t

]
{ _.
-.
?_

} I P,-

Y ..

i
I..r
.h ;

T.,l

7~ I -.
__

' F
- ~
~

J
-}.-, .
_
.l
.r

I

~ ,.

..
r!
-

. ,.,

+.t
-,

,.tom

. _

._.

f _,
.

H'_ i

Y+ r

_
-
Ji- _r
r~-

' rr•1_

"
1,+

`~ .
- f,i

1 1
r
r a,+ ,;
+.1

~,

,Y+
-

'r

~
r
.,.+

I r
_lt- _+
rt

.J.4
r~
.,-1

t
'~ r
.rl_
t~ -t
,_~I.

I
iT,.
r'1

r'r-L r

+ :.

,,
'"{-i-'.

_
~~ «

-

aJ_.

F

.,J
+ 1.1

.
-
t'om'

~
I
1 _

' I

' ,

,,- ..

-«
+_
'_t-i

{
-

---

~1
~

I t ;.,.
{:

...
~I-
I ~ }.
:J

+

.J ..

r

y .~. :.i

~.
,.1

J._ .
.

._.,

,:- _
.

...:.~

..I !r.11~ ....

.,-_, __,..,

...:
:-•~
, r._.iY _
i..L'

r.
_r-_r
i r :. -
:

.!'

: I. .,.
:. r•1+

~.

., r .
:

-~
"t
i. ly 1
t .,.

-:-}
~_
.:,...+ . _ .

T
L-
r
- .. t

1-.'~

''-.,.. .:.

_,
+
r ;, .:.

.r.
J-
', ~ .
'._:_
" i-

_
~
t I .
.
.{.
_
, (T~. l'
. ;-I ~.-. -.
_
.11
+l

_ .,,.:

ya.

,- =
i -t-
I

-
I_r.
'~ r - ra

.j~-+

1:.. 14 t.-
.J

!
'+
','

`

..

{

,.i'`'f
.,_~', I.

,.N
r

t _
.~~'~

~, ~_

_

f.

' -, 1

i

i.t !

'r-
'~,. ~

'.
-
++,

~

-
J_,. _I-:

,
:J

J ..}.+

=LL,
:'.
t I

..-
_

~1., Iy

1 -l+
i

F'u+

'
-`fi-' :.t..
.i

'a.{+

-' ~.ti

+.~ }' .

I..~' 1,.«

+- ~J,:.

-

~ .-t
r

~. 1•

l+,.
_

1... F~F'
r

rl.•'
'IY h

-r~~ .J.l.

iT
- 1
r

"
;'-1

.r .+-;,:.

-
.,
+,
L .+
~I^',.: ._ .
-:.:..
.. _-.-rr
1 , t. _.
r'
't'E .~-
`~ '.r__
.l rte..
rH .. .
'~I
~+ ~
r-'rl -!
.i~ " I
-++ L
r V t

~ .L
r l rl'
..
, ~+,
.
{. IJ
,"rr 'rr-
-' y.
!,-~
+ l.t_
-' .~.}
Fti f
.,
..:
+ r {
,-L'l . y-!-
i''F 'I- ~

~
~
r' r' i =1
Y'r:
-I _t
,
` , 4
. {
.! -.
i:' t
,
I . i-.
+r. {
f . 1
.7~'
h'.
; t
-.-1 {_.
.,.
1}, '

SE

E S

HEE

T
-
2
D

FO

R H

ORI

ZO

NTA

L A

LIG

NME

NT
,i.r, 'J r __ - -
` _ I
.~-r, T
,rr ~
_>~ 1
r.h_ ,
ir- :
+r- ,,~ f
-1,- ,
J
;,'; ,
- ;
't'r++ 1" r r
..
i~1~, .i 1 'I ,
r''+
' r
rL., i.
, l,
I .. ~ 1 .T »
: : r ._,.. ji t
r. tLJ
+ _L.I.:
? 10 11 12
13 14 15 16 17

.,,
,..
~ ~i'
._..
_:.:'_ :
».
.
J I
._.
.. _...
1
-,+:

~
.;..._-
_.
.1' ~.~
.t-.'
'-.
a } ..
._

I ......
.,.;. J
:-.
I }
~ l i-
. ..}'-..
J T_
. ~
.F-r'
.f ~
1
~ 1.{.b.t

riJ ;Y li

+,-
1 ,.....
~
r ,,
I. .i.bi
:.

I
~ 'La

~k ...i-..

I'. -
I 1'r
. I.
Lr '-r-,Y

.~r,_,. -
.I
..'
.1
+I f_.

.'i:f :_I
1
'!- : -
h l :
'.~. }.

:.{.ir
1 +-1.:.

,,r 1__ t
-
:.,J-s1
; ;.I

a1, :r{
s _

- ,
r
~
',:F
~ _
Imo,
i_I -

1±.-
J Ll

-.~' :-i..

',-IF
}.,~
++~-'
I~ r'. I. s
- +i' to-l.r _ _ '-1.;:
f$ -,rri -i-.. :+, ~..1.-. _; ~_i.; ~4 «1_.-LrL ,+. .r.+
_.,.. ~. +.:
~
`}

~ r1 j .

_J
i
-r^r 1

1

}r+.`r. Y {

- i

r

,r $ Y
N

~~.
T

.'•. .

rr :. r

+ i"4
,T
r .r
,

~ ...-I
1

"T

YY }..
,i.
,. r

L
I
I r
I.,

~

1
I

T
r,:

r
t..r

r r

:
`.
.L .
..

r;~~h

, -,"i'?

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

{
r
}

.r.
~
_
I.~
rI

Ti 1_

!~,
1
,.

,~

r~
LL
~I
:_ ~
, _'
1
.HL
r rr
C.. L
~~- I j
FlT ! }• {
'F~+
?-.r
y NJ.I
4.r~
~ - 1
, ,
+
1 11, -I~ I
.
i-r!
~~ t .
1 ?
L! +
{
~~ ~.
{~~I
i,
a ?
'
[,1
'
{!:x.
.11 I
t, . I, ~
.,
,`F L
, T ~i+; I
'r1 Ir
~ J» ~~
1`
1?: !
}r
~~:
~ l
'I tF
;~i4 4.
;t1
L I
r
-r~_
:L
r
SO
UTHBOU D CROSSOUER~
-, +~ ,
'~ ~+ L., lr, 11+ 1+r ~,
'~.L;. ++LF ~xr rflS
rr __
'
Y ~~ l _r
i~f4

~ ~
I _,
i';-I-
- .
7
} _
~
.1J-I. ~
r ~~ _. ~~.. ~ T~~ _
i~~ I
- ~
1
'r. ; `t -
i
rv~r r+r
J I-t
~i'r +I
-~{ I r~+ .
~r
1 ~
, ,
~
i.
{
Ir

_
{:

' .:..:.

-

.
I,
~ .
j

~
;_~r,
r t;.u

:
r
+
T
r ..._.

~_
, t 1..;.1

~ {.L.

C.J

_.,.~

t ~ .:.!.
, I

1

r F. t.
rr

I
,,
,+1- :..1 ~

L

,
~
F _.A:..

_L'
~
:r,
I.
t ., ~
t

..
ILA
.. , .,_
.J-I

.+.t.r-

„}.~

l-r ::-'.:
a.

lY t.
-
~~.« +
,

,
.
. .+ 1-'r.
I

IJ
y
, .~

.-I I '~
.'
r.r-.
r_.-L
:.
I

~'?
}

,.
~_!,
.,
~.
._ .
•~+r-
.,
r
- L _

i....

..

r

,.
{_.
. }:
;. ! ~

f.
r
jF

..,.

.~-..
~'I

L+J

L,

1
-t~

.

r1.

~}
;r.r

-..
~

ra
;.r
.I-

L'_.

r-
~-
.>,a r
.1.1..
LJ
I T
,+ I
fi
.i.3.

_}.--
Y

-i
_rllr

. ,
,
J.
~,
:.}}.

++.,

! L
.:
. i.
l.la

;~ ~
I

1._

J;

a_1

~

-
r
_

t
~
-~'rr
._
.

L~
1..

+

N
1._ tr :.
,}.

r-
+.-rr

f

~

r1r

-

1
J_.

r,..

'
te-
_ j

-t1J

~
,:.,_

,

I" -
;__

r

!

t

~;1
.r .

,,.

i
`
1
..,

--tt
.L'+

~ -
:

r}
~-.
-1'-1'

+F1

--
~ }

~
~

CI-
~,:,
L~
+._

i
,t.+~

~
rl

C
,.
~

::_.J
T ~.I
: ~

.`. _
. L

_
+~.

4,..,.}
J
a
h
t

::.
r
..

i. `Y ..

I
~
~ . ~

.;.1.1_.
I .1

r,_..
:
}
~T"~~

r..
;
JT,r I

.r};+ T
. ~ i

r.r.L.
:

J-H r
_r

Uw-+
: ,
.1
: •-'
r`r r.
i _I
1 : ;-i.

7.

{
.

Iti..l
~
r,

1+
J.
: I,
Y. Y...

;...,
,
-
L
,
_.
"1'
1
1-

Y~{-
.,.

.'. rl
:
- -
:.r

+± {.
i_

-1. t
L,

-+I_'.
r .

. .,,
I~'4~

,_I,_}.fTt J..
1
'
'
.-i-'

r"-_

1 I
"

~r
T^.

~r7
''r
hrl

.:- _
L .,

t'`T -
;
i
rt r
.t,-~ r,
+
r,r
_.,. _
I
;k

i...
~'L1)

T_
I :.

.t..,...~
~.

.

y
}..t.
rll ..

rJ r

-, i.l.

.:... ~

IL ir'
_

i.+.{
, ..
_i..f_

_

11
i -
Y

'T .1-i-'.
,;i..l.-

.1.,.+. ,~ r
.

' .«
~~-

1.41

~ i;
L

.-LF.

~
+k'
r

_LF-
-: .1

'-! ~
Yt ;-
.,~.

Li.r
,
r . .,
14.
_~~
: .
~
~ _.
.
,:
+,~ - .
11 ,
T.,~ ..
-
-
,
, .~ .. ..,
-
1 ,
~, ..
.
r .
t~,. .
}
tt r:. i,l
~,_, -.
..
tr.
, ~, .:.
;
; ~~ ,...
:
.I r.
.~J~
' _
:I ,
-~,-~ .. ...
.
;-r- ,._
..,
--I
Y- _
, . .
.
-
,
, r~1 ,.
..
r:
r
_ ., _

..t~
``Yl

. ..
-
y _L 1_

.L" ,.,.
_1_ ~
~ rrr
., .
. :
;
-tom
~~l ..,.
-
'}_I 1 -,

. -t
-~.1 :
.

,r
~ I .L

+_
- .+; a_.. _ _ .f-1

.-. _,. _
+~ ;

~ 1 ..,i

_ + ~
- , :.-:
„ „- ~u

L:..n
a ,
I- ~ .
.
..
--~ .~.. I-
r,
L .

~J ~~. '.+

.~.. :fit+

+ i .
~ ~ J.

LA r~.. J,-L:.
~ ~~
. .
:;:; J;;.F

1..~
I.

'I
V

.
.}.}A
yJ:
I

T
4,
1. h'
.., r
'~ ~

r
ll,
r~
.I,...

Yi
1_T ~
L
.;.,..t.

iTl
._rL.. I
. ..

-!
I,
]~..-
'

'
l
-r+,-} 1

r
r
ti7..'.

I
~ t
+{

~

r,

r1-I-,~

r'
;"r.l
-r_,. 1
:

FL I
,
._
~~rY
t

'i"I
1
;-L-

::
Mr,

r*
1..
,. h'

Y
r..

-'~
I'1,

:~fi

I
"r

~ .
'r1
rr:

,.;
~:....

i.~
.'ti
L

,.~i..j.
i, :T.
_

'I
i
-
'

~'~

! -i-,_
i

q',i
_...
_

.i.r

~

-li~ 1 i
(
,

rr

'`+r

i

_

-
- _

.1
~Lr

-,
,

1.

1-L.
.I.,r.

1

~

_
A.'
-_

.~

I

; r+

}

_

Ii

I

+
-. ':+-

,-

-L
r-

'

-

.,r.iJ..
1-

..
4 (
F-+r
r

_

-

~~
~

1

~~..

_

hL~f
-

~_~

1 rC

~

Y~.
4» _

.:+,
.1 -
~{r
rT

rL

_

~
'
,+

t + ,,-

r

! ~1. J..,

I _..r

Y1
1 -.

1 ,_
t
~ 'r+r
-
i , r-.
r -,..~

`«,. , t}.{

; .
Y. -
r,
+ :.
~
1!., µ:.
_ _

I. 1,
: - ,
r _
_

` .. -+,

'~ ;-<

'
i
~' ~ ; .~
<~,+ ,
r_ +
P r6 85 ~u
-
00 ~ , ~!_':
I '-:, ,.
,_ .:.
+,_
~
-
' -~--
~ I
:
J1
.!.,. ,~-
~,~
-Y1 - 7
-
•.~
- ~,
y
'
+t

..L
` ~ :
_,
:
. +
+ii- ~,:~ A
i
I Yf'f-
_+

~ _
r>T .1
r 1
~ ~r:~
:
` ; .
..

- ~
l :.;:... -
I
, 1+~
i ,.
r, -1
1-
1 {+
_ ,.,
11 . t
.:
~-
,Lf* ~.
.~i.
_ i
t
.{_
.~
r ~
+r 1
+~,_
r ~
r~
.i J.
..1.,-r .
r'
{ ;.t
~,+.
}~1
.,.__+1 ri_4

.
~ ji+-r
~.
a _--
~ {
~
.rr ; .
µ
~.
.i.
~"_,
-, ti:

_tl rr-
i,.
, ;.
-!i+
_I-.~ ;~

:_~~
~',
.~
,,,
.~!
.~,~'
41~

J _

_~t._ LL..

~_
r 1 ~+-I ,

_:
r,+ I
' i
~
':: ,
L ..
.!.'
,.
--
_
EL 340 ,
'
'~
24'
}

- ' PI

i EL _
- n+
-
33 95.00

776' i

t~
il

:
l.
~_r
~ ' 1
I

-~ - ~T'

_~f r

t~ I

~ '-I

T{
'-

± Ii ,
~
1~
rlt ~
~-+
.t.
~ t
:
+La
i
~ t.. t
_:-4+

+ i-
- r:_
+„-f

- _ ,
I

r ~ ,
~

+ 1" I
~

'~ 1
i

'~ , r
,y..
-I~; 11-:
- r
r
i L.,-1

~
i~~

_L4 ..
~
. -i-
.'
:
s}r
l h
J :
...J
:!t
.r-;
+?
.~.-: J
h~
,.
~,
+~
,.r ~.«
I'1
.r

'
} ~
nr.
'
r
I
.:}
.Y
Ib
~
++
-:
I'
«J :._.
;
.
,.r._

'
_i.y~l
:i
,{
J...;
!
_
_

7
.a
~J
,

~ :1
.
.L.
,r
1
~_t. ~. _
VO rra

r'
_
,~
VC _
- rra ,
'-i _.1
I. r

,

1

}-

.;
_

;_

^I~1 r

:~ i
_.I.

_
~ IT
'{
r
' ~

j
{ r

i u

r''
i

I r :t

R
J
_ ,

,, '
+
.+}.r
t
«: -.

' .
LI tt
1~r
,. ..-.

.i
71
'.
« -

~ }..
r r
.,-
,r
.i.Lr..

,. i...
!I .
t.
-~"_i
.:.,-,.

,y.
T .
r ::j
,,
., _

,__ .
T'
:r}
. _. _:._

., .
.
J'-
~.:
'_

..:
~ _
.
r1,'.
~,
.,._;.

1-1.1:
~ .
+-
r'
..

, i. :
_
.+1:.
t~1,
~-,_..,

~_1 .
r
{,...
.:I
>~-

_; .~,

'. ,,..]
.;.

..- '
+
1 ; .,:

,..
.::.I _

I
,
Y
:..+,
1.
,«.+..

.'.. .
-_
.,
m
._.

..:. i+

' 1
Ir
Y ,.
1.

:.+ .
.~ta
,.
.:. __

I:-1
+r.
'+
r
1

._ ,
;-
1'11 J1+
.._: -._:

'..::
i

. 1

'-}~
..

'.,_
.i! .._.

14,+~
.._ r_

,-
~::-
t.t

-•r},
.... ,.

....~ ~.
"+'~r
+
r~
.1-.r

1.
rT
.
'7.
;~
_ :.

~ -

. .. ~...

I :T

: J.}.r~
:.',.. .-~

r,-i

rr ;Y}

.: ~

_::J. i.
1 ',,u

-
.... J;

.

-

rr
__t
-

+ -
l:
.;?,

;. i '

! 1 'i

H~ -

L~.
-

r~ -''t

L,

.. _'; rl
1.
+I
~

_ ~
u.l..
I
...1 .. r'--

. ~

. ~
-L,
+I.,
I.1-

: r{-!t
J_,.

1

.l •-F
~
.,
~

_

~~i 1.
~.
a:-
~ I.1.
tr

r,

, ~
'Y ,

[, .~

a +....

{ t.i .. ~

1
'.t..
~I

' 1-: }...

~ I.

+
-~r-r
J_ .,_

+. r+=,

.
'I
;.
,_T
~~r

,
i.

J'~-'i.
J..

'

1

4
ti ~

i.~.;
'I I

,

..T

`^ -
, ....-

:

._7

'

_

,.,Y_I

,,.

.-+~~
~{
4

rt
;
:.

~
rl.
I_.

+r.
.iy.
.~..
.
-1.4Y.
_y:

, I'

.
,

...,. t-F.
{.
~ rl-`

., ..}
.:

-
+

_r

J
„
_.F.I
y ,+
j.: Y'.

't~-+
.

L' .il

±

l

:
:-r, I

«+

4
,
_ .
,If
.1-; ~-

' _

-1,
I .-.~~1+

.+.}.:. -I.rq

I
.

_
+-~4:.

_ _

~
~
1

'i~

"

l'J
T
~
'~,

_

`
-~ +

.f_H.~.
. L~'

..r 4..
~ L

_}..L
++

.

'
~'
l
V
1.T~
,-,

~`

-tI-J..

.

II

~~

~
L

.+.
.t

i_

'

'

}~.

*i
*

,.«
i

i
~
H{.
r+.~ }-+1 -1+~+ i-rr I-r +,--a ~:.
~' _ "-'"t l r -r,--: } :..+ .+ r{ . i.r-t I _ :.+-
1. ~
l ._

_'
•+

.
-1 '
~ r,.

-,.
_ l~
:r

'

"
__ t -i..~
;.1-r . '..
: .+ t
i
, :.I
_ -L.r.:. _ .~
I
;

'
-r,J i :f.+. +
Y f .. L 1_~
1 _ y r

.
r
i., ,
r,
.-
,y-: _
I.{...
t J
-'-t-
.l-+.

,.

' -{YJ
.~
.{
-{
_ 1.+
+

,-. ,. L
i
.
+i~
~
u_
+,
, .
'
r-i"
..1 T'
~__.
y
:.:'.
},,,., I

L
J
_:~~
., ~Y~.r
..1.:_.
" 1'
-
._~'~
~. r. ~
.:
L
1Lr"
_.I .. !r".
, ~J.
t '_
r.Y
:.
ri I , .
., 7.
L'S,:
i .
1 1.
:.r.
J.!J~
...,,'. +7-F
_.
._~~
~..lr.

;i,

- "
.,_.tY
r-
r1=7
~ 'f t-
, _~
.~::
^.r~
. .. ' r
u,
:.. L+
'.,...'r
,,.,,.
ri-t

•t

-

~ ~ 1
~1--
'J.
'
if ~
I ;_:
Wit:
r
J. _
t ` .
_

'
:_ .
'}-•

, ~ {.
~.
,-`!-I
_

* : j 1.
1
+
~~-
.I r
.'+~. 4 r-~
~.{
.1
~t+:
1-
t - J, .
1
~a~
I~ t :..

~ :

-
i
- `
'~

.',.1
~ I
r
+ {
i~
'r
f=

+
I ' !_.J

~ ~

~ .; f

_ ..
-
~,r~'Q~
'~Tit"1

t~ hi
1~~
,+, ~

J
-

'$+.
~+
-..
•._
+ .
J i.
u.'+
1 , .1..
+ 'r
,11-
.._

{
-

y _
~_
*
{
.It
r~;-t
r
!~~+r

,: i._
- l
r
~
~': 'Y

a-T
'~+~
-.1,
+1

-~,r : L
I'r I
_.

'LI T+
~Ir
~- -f-~4
-+ar-
- +-t

~-
a.~
r
l

;:

.
r
.~ +

I _...
i -
Y

+ L .~

~?j
~
J~_I

I-I

~ _
--
~'-
1;

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

,r: .~ +i
-;-+

-!1!i

a..,,.,- t +
! 1-µI

-«4

r"

+ !
_rl
7, ~.
,~7

n~

.-!,'

._
L
!
I .
r
i
r
'.
r
Li.
....

.
F+.+.
-.u.;.
'
:

'
r; : ;.
,

r
l1
J.i LI

,,
'

r
;
.rt.

r _....

-r,-r

~

L,.'
'
:

...y

1
I
T

:~
i
,.r

,....
-
t H
'

I
. ..~
1_
F
. ,
~ r..

.T+.

{ 1 .
i~

~
' L
' i,

i,
.* '.. -
a.
^:r:

:.

t
: .A.
+ t

_-r.
I
~

- «.
I-1:
I~...'.
I

.
,~ J

{..
'tY.

Y..,i

+,.

i-

,..I
I _

r'
T

_

J. Ir:
'+

hr

'
. S..r
E.

:_+-
1

{.

~

..: 11.

I

I -r

,. .1

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

I

t: !1
+-
~
~ r

*I

1 r

L'

J~

J

.:~!,

1-I.
+
. t. ~1
t. r"

r

_ :.
7 r~

iJ: :4
{

L
+
1
1+

rl-

I~
I
Y

1
-}
.ti

:

,:
r

L~

r'I
rf

q

,f-

.<..'.

1

y.

.._. .-

_,,.

..ti

'

.,.1

YI

-.Ll'
_

'I" ~
'

,
't
.
i-r

1'

.J'':,.
'
~
.
_ .
...
}a- :a.
,_y , .L
..
r
:_r ..
,
-trr
. ...
- ..~
t,
ter} I,
',i_ :.!'.i.
L..~J
1 , .
-.it
Y f 1
rt; l- i_
-r
; LL
r' f :-
rh
-
'~ 1~' .
..
!+ti'"'
tY . ..
1 i-r,l
- . ..
aJ .J
'.L~.
r , H .
l-i: :1-I
ly. ._
..
I
i1. .
-
J
r _
L+'~r
~-
-!'
I : •I.,
+++ .
_r_
I 1 i .+
J 1 1
1-r E~
T.
t.
i :, ..
. -~J.
. -

~-i. +

+~
} I.
I
..rrl- 4.
:?.....
, ~ ~
L.
'._
1++4 1 1...

+'~. ~ 't

-! }.

-(1. F
..F :.1

1-i{' .

I I' ' :
t ,..
i*; .!Y
~i.
r~

-r, : :.l_
~

~
.'
~ _
_ 1
1,_r
- {
r
:_J
,
.
++:«

._~ ~1:
t
.J.r r .L.~
- I L i
~S
. ~
I.
J
J _

Y

y. _

_ . _

'

.~
`
, I~
'

_

-
' I __
,_+.,~
.;
1
,.Y
.F_...

=1-}
-!.i
. , _
~ +.,
1

1'r

-'-,. ~
I.T
:.,
,J1 4~
-

Y+

_r,.
_.._

+:-' . _

-
-
rr
-..
...
,~,

-I~J
r-

t,

,'

`
Tr';,
--{
- T+
+-..+-,
:1 .
, f:1
~ , 1
I

r
' i r
L.
Y.'}'r
r

.
~IY
.~.
I- I.L
r.:
t.~r- L+

}
iti
.. -
1
.7.17.
~ +r+
r

I"

.
T1
, Cr-
: ~ -,

t
.... .,
::
I
~t

.+~_-
1.

tJ't ~

11IJ
rt:
,
.~. ry

h- i ly;

.+.

i..'J. ,.

1_I

~ ~ : _.
1!
-1.
1-'
_ .

1.

I }: ,~

f
., 1.
r
71

.r..t
i
1
--
_'',_t
' !~,
.I_~
J
T
:-I-
'I 'r
.],J.

.+,
.1+

, Yi -rr

. 11-

r
1~: -,-a

"rr
.4. ._
,,

'~ I I J.i
t.

--L'-1

-4-1.L

.1., qr +:.

'r '

,-,
-[
.4~ ~>_•:
h

=F'

I'
I`

~. Ir : J
11
,J
-+~

"+f;;

+}i~. _t

-
Y,

.~i
4 1.H
I:

.Jti.~
+

'ri i-: J+
1
_I'
r+,

I.i

! h t
'+

{-L:++

1'

J.L
l

rrt

.7 t
{
rr.
~ l

L .i
rrr

-I r
..
F

4 L:

'x

YT„r
-_
jt'

!

''i+
1

r
~+'~F
r. _
-} I

•.+r

rI-r

y-

',

~-r'

I

4+i
I.

'h ' I'
+.

I

I

-

+;

:'r

-
-

rl

-

- __r

~ '1

J . t-
YJ-

.
+

-
1,-+l-

_
_

+r

~ i
,-r .-

4m t

t'

i..Ji.. .

r,-1~-
_l-{

-y+l.
Ir,

+
I
71

1
J}.+

I _i+_

-.
1.hr.,.

.a.+

.
IT:,
;.._

1 1,,.
-....:. i
~. r:1
__ ;t +
.. ' u

i:. +
~
,+ r,.~
_:-

L.
!r
+ i,T,
_..A
1
.L-.-_..} frr
,. _.

_:.. :;.
.~,._.
-:
.. L'..
- T.,.
V_.,.

-~_I_
{ I.
. .. .
r ,1

I
' I
i J
~
1.'.J_ ;-1 1
-. ~ -.
I II
~.1
r1
~ -+1'
!- .
:.-
'..
I. Fr
.f
.. `
1
JJ-{ , r
_,.1 A. L.

.....~ II .
....

_J
r~'1 .~..

-
It..'.
} It.
:. ,.
,
. r.l ._
I ~II
.. ...
~11y{
...L.>..
I Frr
.I
t
: 1r

-r '..
._.. :.
~-1,
_...L
a -{ ,.
. ..L
+
~ ~. r.
. -_.
{ r
I.
~
' I
{

~.,
_ ~_.
I

..
.-
.r
-a 1.~1

~~ .F

II.

}
1 ~.'
. ..i-:7

! .4j.

+~

L i

+ ~+,.~.

,

"r +..

'`•r r
~
. 1.
:'I
fir
If'f
.
~;~

d

'!

Y

a L'~, .~

"
{
' :!-}.
_

'I'

- .: r

"Y
L .{

+
f- ~-_:-

J

L -

I
4 , ~;1

~ _}•-

_,.1

y i,.i• ..,-

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

:'I
t

I.{.
_
'

i.

~
~T~
.*ri'

l .r
L
~
I :

f'

i

1
- 'T'
- rr
«~l._

,. ,
_: --.. . ~ :LI
' r 7
.1 L1.
-
~ .
J' r
, ' i
r ,
Err!
t+
'+-~.~~-+
~{~ I
,:..L. ~. iL
1 ~ I
-I-
'r+~, .
.l
_`i-
rl~ r
J +. ~.

9i'+', Y
'
rtl
+

~
~•
rt
r't .t
-`--. ' h
I
_T -
i;-
t

~ i

~ 1 I
,
-' i .
t
--l~r Yl"'+
~
r
- u
rr: ..
a , t,
T
-µ, :

-I T .

- t

,' {- {

t

.,_~

~.
- .•-,t{

. L+{, f i't

.r.,..t ,,
1
_ I 1~i

{.<1-r ~r.r

-y~ I
„,
~
li_..L _

..rt.1 't:
t
F t:~ {~-t

1.~_}'

~.,...,:

1.. f
t
j1

~ +.;.,.

1+. 1

:
_~._
Ir.r : :
.

{
'',.i
t
.r1
+
'
r ~__.

._ .

y . L
.~

' 4...
~{
+.L ..

_,-.
T. :

«. ~'.

~
t.+i

.I _+.

I-4.1..:.

.,
F.{- . ~ +.

...I.

1
.A
~+: :.,-.4,

._.L'

I I r
1.,
r..-h

~ '' i

1..:1

_' +.
r.
' rr

.i:wr

N.:

1
4 r

~

~
- I 'i-L"

1x.

F+
...,.
Y:
1 -rk+

J.:. ~

I
4!+.

:'
Y ~. :.

.I.

r
. a
r1'r 1,~.~

1

~1 ,
+r.
'
~ .f ..r-
7
.. _.

rT
:_

i~
~ ..'1 _

tt
1.!
_-.~

.: r~ {_

L
_~-.

: ' .:+,.. i.

1. -I.

i
,
rf
. .

r.1.1

1 _.L
1
..1.'

r
_..._

.. 'J{

;_, ._

+, i

-

,
_.,..
+,

,
J._ L

' _

+ t

+ I

.

~'

~

..{ ~
l
. 1 "

t

1

r

~
i .ti--

+'. ,

..I
'Tr ..

_L .
,r1 ,Jl

f

7'~`

-`, r
:-.it
'

+Y

4
{ +.: ''-:

it.l

}'

-`

'rt

4 ~-i-1-I.

?
_ 1...

N'.

-LI

~ :

. L

{~

r

t:.:+ _

,,1

~

,

'r.

'

r

f

Yr'i i-

rrr`

T

[
I H..

!.

,-.., ,

, {.+.-
~

1
r

..
-

,_ '

.....1

1.,.}.,.

~
~

. {

!L
I

.
r~.

_..rr
..

tY i

{.

:
t

,., ,.

+,-Ii.
_. _.
,

L _
r

.
y_ .
__
+
t
+

.; I~
:_1 a+

r
r+Y

..
,.'
11 .

,

,-Y
.,
J
.
A,

t

-~ _ +
,+1

;
.'..1.

.
rr +r

.

. ±-

,- ....
r.~

.~.+{7 _
y+t.r
F'I- r

+

H ~ .
..
~
'Yi{i

_:.:.
,.1.
,.,_.

H

.~
_~

r •
I

- r'
I

j~

T
-1
- .
..

i:,{'.

..L
'. -

++.'.,
f

. ,'T
.,

~ ._I.
-

:

.}r
.{.+f

.~ a +

~~

.

-r+

f .

11'

,Y. 1'
~...:
1~. ~{t

:r•r

rh
.
L.+ ..
a1

f

r 1-T
. I.r
_. _ _

_
r

- ,-
rl{
.

.1.
....

.F.

:
-.
1
' ~

':

I
~ i~
'4-I-!
_

+~.
k
f
-
.

`

r

1
I :+_~

', i.:..

.

+1

~
~ I'

,_
r.~

}

1

_.}C
,.

-•- .
.
rr1

~

~ +~

+

~.LI. ~~
F-r'.+
r4.

y.,
.'. }+r- `

~

:1
t = ~-- -r;t
i
, F-

r +{

_ .,

- i!_I- 4
'. r
-

.~.
1

.L

,

F
~
. r

i.

;_

-+-
-
- t

:

,t r

.{.,.
1.

_

I L -

-
'-:~

A
'
+ F
~r
a 1 i
-r

'.
ter.
+~

~
}'
+,
T--
t+4.

t
~
L
+'-
-
41_;1_

t

'~
. ~-.
-
! Y,

J

~

.

1
'
•
' L
,}+

~
{ F I
i
t

~
I

_
. J.~

1.,.._

!1 :

1 ~
,1-

.1,_ .4.,.+

'!-i
I:

-

yy:

~
rj
+...,. ,
;
-1-': r
1=rF .
.I'{.I r I
rj.«p.,.
.,.4 t
} r..
~ .
I t ' ;
I
{.'i"
^{'r
1..1
r' r
~4+-1
J'
II 1
~-+'r
1 r

~ ; . I
r T 1 r
.`
~;-V - -
.
1
+r y,. i _
'
h i
4:'
- r l
_
_ 1 _ , 1
~
_
~
~r - ,-
I.l.l _,_
.
1,E .1
~
' -I
Y7~
.
~+ I :
L t{
,
1
tr P
rl.~ -
;±+
~ --
J.,
1
.[
. ar .'1-Lr

r1~ .'. .
r 1
T-+{ ...1!.
; F
a' .1 ~

.-4
' - ;. '...

+~ ':..:

I
t
t :..I.~t.

.-L
~
T 1. ~ :

:'rl J

?

(/
' '.:.::.
-{
._1 I. 1,
h: t
_
1
t ,
r{ .. .li
. r
,-~. .

+
-
~"IJ..

L
-
"rr'
-- .
-
;-L
-

'
°,-r
r+~ '~

~
:

4
I
rt
-
I-t , I

-J
r,y-•
_ ~_'.L

}
.-.+a
.'i~~'
1.: -_!.

:
r
rt `
!'+'+1

+'
-

•
--+ {
~.
'
h _.L
1 ,
_
+r'
I,
~
11 ,
J., :.
-
'
,.{
f,
r ++"
_
,rrr ,

r
~'
-rL
Yt
.

, ,

,r'

~-:

{-

u '
'.-t

~.aT+.
Y +.

.
~~

.
.,

- "-
~.+
~
1 .T
1
~,
r. +
+.~
}.. t.
n .
..: ~I
.1.rr_: .~
47
I -.~
I. -

r `:'~:.
J I I
...,
I. '

F rr ,~
~•.
L
rl.

~,
F'. r,
.Y.
f +Y

~- . ,
.r.
1 ,
~
;,
7
+-{
~

~ : ',.
r .
.Lt

~ . _~:,
,,

j.,.
.,

. :._.
ri lr

.t.r:.
-
,1

.+., _'.,.A..
:1
.,
.1J;

.,
-
-r•-

.._.
-

.
+~
_
,. rY.,. ,
-
'
II
-
;
{ -: 1

.,.;.. ~
....

~ .Y
-

:. } .

.:, .: !.
y.
,

,,

;
I T

_ .

'C`

.1:-:-

, _
T1.-:-`

~

..:
-
.,., 1
y„, ,.
._.:.,;-

y
{

r
-....-
,.,..;. r T
- I
._ ....
,r!-
,.,.
1 rr
.
r1-
,:, 1 r
. T.r.
:_._

~
»i.,+
~,~...
t I r+•r
L_~
..,_
1111 +F
1
..,.,
!. .{.
,.t
~t.
.
+
'~:+..

~riY
t }
,"r.
' I

I+
':?
IIr
~
LT
I
y. ,

r i
-r

„~, .

~
r1+ +

, . !- l.
~r
~ Yr
.li. __
:
-IJ 1
+'
,.
...
+I ~_ _.+-

fir:
-

+ ..+.1.

+: ~-. .1 .

~I tit

r,
,-
~

_
. y. ..

.-t' -

I

~"-' .I-

~'•
' -

SIT

~
+~

,..
.=.:_.

~
..
_F.

,.
_a-~.;
. - }

~
_ .,.1

r .'-

~
- r

'1 I:.

{..; -r
I
~
~

-

- -
!

.
I L

.,+
_

_

~

.::r.

'-tf]
_ ~ ''

- ,_

+,+
}+- _1_

'
,

, _;.

!-.
J -1.:.t

. 4

tJ } .41

rl-
~
! ..L

.1...
- ~.
.
Y.

-
{{ 4!.

}'

.:I}.

} L~_-

-
~ 1._..,

i Y LL.

I"

-

r

1
S
-

- .
I.,.r. 1
L''
1 t
r
,..+
+
'_
.
_
_

..+.i.

. r+-
:

+ : .
' 1
r
.~,
,+
_: r
Y
.,,
..
+

- ,

t .
.. '~- .
!-; ,
;
~ ; i _ r
.'1 r
..i.
:U
_
clr

{- h

F
I . ,
-..:+
.'I.l i.
,-J_
- } '

-
~:
_l~.

'
1..
i

-'

1;:

,
}

1

=1 -

I' +

.1
; r~-r .
,
r
_.~!.

{
..,.r

V
~

.r+.

t 1
I r
~

+

~ '.L.
{ ~

.t... '

~!
1+

T!-r;
I {T I-
+r.

I r

...J J.
. ~1 + t
I

'
t

1,4.:.

L,

l

~-
, -r

.~:.

'

r

i

f

+

,

~
+-i-
i
~
1,

T'~ 1 L':

L:

i

~

.1 L:: L.

-+
`'1

!
-

r.'..,
,

1 .J.

_-..ri
,
_

l
;T t-

,
-

4...1 _:.
_
;t.
t

~

L

I
+-
I
- `~+
'
~ ,

,
L
"'T

. J '~?

L
:'

_

'

:

r ~
.~

}
_::+-F -
:
1

1-

~
-

~'

I

~'

. r-I

-L

j
-
i.

F -
.
-
-N
•~
-:a
- _

7
,

t I

T
-( T
-

H i r, .-r
».,_u
.4:.'
. ~ ~t

1 ~

J~_

- +
..
-
f'
.
}
t~ .
~-: .

r'r!

~' .
.
ti
!_1:
~
}
~
~

Jr7 ~
~.
: L.:<:
r
ir

.. t
T-I
-

' .

t~
,-
~.
1

l +.
i
+~,t
,
.r
+ ...+
.
r.

;'N~ ,.....
r
~:
_. ..
' .~.

r .y
.
f 1
{ ~...1.
..-,-!_. 1

_ t.' . 4
,1

. F
ti
1

~x:% r_.
r

4 _h +.T
~

+w. .-+

~

-
h _

',.
-•.7.

?+. }

:_-,
r

y
- .+

:-.,.
}-

'.t.
- .r
1
J+.~.

J+?-. .
1
_ _.....

-:.i,.-i.

-++ ..
I
J.!

"^- { ;
Y
1.1..

+r ++

.«.,1

i _
r.

~.L.r.. _.
t

.,•ri F
'. I .+
-r't1

I

.11+- 1
+

F=7 T~

1-r
r' -._
1~

yr

r ..
.

_ {

'`i V.

r +.
.

_
J~

_

1+~-

.Y I

..r .
.

-~y- 1
L:- ..
.
.
-, `i I
~ ',,, -i.i. }
'~-.,._ ..

I1
i_
r• +._.

'
~ n rrr

T*
,r
_ 1;.

11,, }

1....i_
-

~ ,~-i.

r+

',T. +

`-4_

.+ 1

...;
+.
++~1

:-.

-,

: ..
.
i

_ .
'; r?

-.JA

.i-: t.t::,_

:1
..-t rte. ~

~
..
4 ~.:_

r-i .

L+,

~-• _

5
~

. .

.t+:'

i. - J +

J ;.{ .

+,-'r.

~
~I
y
-r +
Y
1
11 . +~
i
_~~
1.44
.~ ~-
'r'
J-!-,1 1-1-.4

--1 Jy -
r I
rt.}.. }

4,.

T-1T

i1
, ,-.l

___

~ ~~-L.
i
i ,
L-+

_ _

J'-;~ {.:

_

1 --Fi
I
`+_I _
_
-, _ l ,. J
LJ •
r~ -. _
L~ L

4
'T
- { rl~
t" _ _
-r
"t i_t~,
,
rrli-4' +

' I+t
it
r :

'i 1~1' , j.

,
I .:L:.

rP .li~

' 'f +J.

1 -
m '_I
i
1'
tl-r -'..1-
T '-'
~ ~~i
r~ ~
~.
_
+{ t
T...{'I

rriT
`_rit
-{
«-F
-r
t
t

+r
1T
- {
t'I

~
1+ }.
~ l~~!-
r.+ _(
1.
_I'
rt~

ni:
,

r ,
`

+-;s
}_'_, r

~
-,-; r_

.rrt.

.~
-.rr :
' A.

T+t
i- 1
+I :

'1 T+"

.~.
fig-
-+.
1
tt1~

-J~_
I'iL
T.

,1 ~

r1-'
. r ~

.-r J,.-
I-I

j2r
,+
..
{ rF

,-I

,__~.

Jl 1

i
.'_ .
I

~ _

h +

-~,{ .L+1

iL.~

F{i-+
_,..:. +v-'.

1
.-L;
~
r.i ; i_s

44 i'F
~1.._.
., ..
_. ~.J

. 1.
..
, '.+
r

_~..
_:..

tt
,...
,'

r

+

+:~

,.t_. t.

v.a

:'
,,

1

t,
..,
it ~
1

.i

I r-L.

'.~
i.-« -
.:i ~.+.;

-.Li.
r
".-1"'
...:.
r r

'"F
,} 411

-J

'+'+
, :
4 _
t

-
~.
T,
'r
Ti k_ _
+,
L:,,.t.

f r.{_
i,
h,

N ?1 .+1 -
rl

:.',.,
_
~ }.
~ .
tr
-r

.{rrr
_
J' ~

r~ .,_,.
.

r

r ~ '

i.~~ `

1_:a

r

~
t..
'Y'~~
.YI-

err

r _

+-

~'r
~
-+, -

-
i t~
i'_
, : r
.r al

~ I.,
,- J

{ t
Ili

J

,h

, +~

~,,,h

4i.

1.t1-
r
rr

_ 1-~_

1'.I.I
a:.
.,

• ~

.~L.

~ $

~

'f-~'
._L
't'.L.
r.r ~.!
`t
.r J-1

`; -
r

a~..
_J j1
~
h';
T.
~ H
T
.r,

,+
-t
.-F~

~+'
..z'. ~i. _ _.J i.i
- ri'. -i _yy JFr.
.+l .L. l.. + -
., ~ I ' I : _ I I ;.; I...Yy' j ~T r ~,H, y ~-.r
'I_I1 J 1'. ..j: J1.
. + i + .~ ,~
='~ ~;: 1}' }.~..t$i_ '1I_:Ti;:~
r`•
'

-

; ,. IJ7'
t
Cr~ r. ,..-
l
;'
r
L
~ +{1 r. "
r
17
~
_i
~ 1~'
~
~
i
'
+
k -
l r
s
~ I'.
i
~
ri
rl
-
't-
-~, r
: te'
:
; ',-;
~
u II j.
t
+

I

is-;.: r

, ~
~
+-+
r
~ _

l
-
F
,-

}t-
,
4

~ .,

t'
,~ `
r;.;
+
-'
F-

r.
~
~

-
.
t
.
' ~
,
.,.~.J _ :.4

,.,-, '. .;
I .
~...T1 _
, li r
.,...
r
-1
. T
l
~, ~
_
'-yr
i ~
+,..L
r
: +. r.
..rl

~f~

11

l
r+; I

,u. t
-I
..,-r. .

'~J.-I
.: r
~ ,
r~
_..µ
_i
l
- ~

;4+

:17~ r
~ .
+:.:
.
,
1

'' .1
-1{
;...
.
!}I
'

r
,+, .

T
~,
~i:~l._
-
.
,..I

EE SHEET 2-C FOR
HORIZONTAL ALIGNMENT
~1 ;,
r+. -r1'• : T
1F
rr t.r{ ~r. - ~:_ 'ri.T t~
- r 7, .
:-, Imo.
', ~:
++ .,_-,. Ja.l +'J_
;~. .
T+i' 1
+rr~ t ~'{ L
'I- -I--+-~ '+` "J ir+ 'H ~,
ri- ~
l.+i-' J yt
rh . 1'.r 1~. T.+.. `- _,1° r
^11 I
fr J.. _
10 11 12 13 14 15 16 17 18 19 20 21