20140663 Ver 1_Application_20140630

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
June 27, 2014
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. Eric Alsmeyer
NCDOT Division 5 Project Coordinator
ANTHONY J. TATA
SECRETARY
Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certification for widening of NC55 from NC 147 to US 70 Business/ NC 98 (Holloway
Street), Durham County, North Carolina, Federal Aid Project No. STP-55(20), TIP No.
U-3308.
Debit $240.00 from WBS Element No. 34915.1.1
Please find enclosed the Pre -Construction Notification (PCN) form, Preliminary Jurisdictional
Determination (JD), stormwater management plan, permit drawings, and roadway design plans for the
above referenced project. A Finding of No Significant Impact (FONSI) was completed for this project on
June 20, 2007.
The proposed let date for the project is April 21, 2015 with a review date of March 3, 2013. However,
the let date may advance as additional funds become available.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
https:Hconnect.ncdot.gov/resources/Environmental/Pages/default.aspx under Quick Links > Permit
Applications. A copy of the FONSI is also available at the above website address under Quick Links >
Environmental Documents. Thank you for your time and assistance with this project. Please contact
Deanna Riffey at either driffeyna,ncdot.gov or [phone] if you have any questions or need
additional information.
Ar-Richard W. Hancock, P.E. Manager
Project Development and Environmental Analysis Unit
Cc: NCDOT Permit Application Standard Distribution List
MAILING ADDRESS:
PHYSICAL ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone]
Century Center - Building B
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1020 Birch Ridge Dr
NATURAL ENVIRONMENT SECTION FAX: [phone]
Raleigh, NC 27610-4328
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 1VEBSITE: WN'W.NCDOT.ORG

F WA.T,
I I
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Widening of NC 55 from NC 147 to US 70 Business/ NC 98
2b.
County:
Durham
2c.
Nearest municipality / town:
Durham
2d.
Subdivision name:
not applicable
2e.
NCDOT only, T.I.P. or state
project no:
U-3308
3.
Owner Information
3a.
Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b.
Deed Book and Page No.
not applicable
3c.
Responsible Party (for LLC if
applicable):
not applicable
3d.
Street address:
1598 Mail Service Center
3e.
City, state, zip:
Raleigh, NC 27699-1598
3f.
Telephone no.:
[phone]
3g.
Fax no.:
[phone]
3h.
Email address:
[e-mail]

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
not applicable
1 b. Site coordinates (in decimal degrees):
Latitude: 35.9831 Longitude: - 78.4760
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT Ellerbe Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WSV; NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Land use within the vicinity is predominately residential but includes some areas of general commercial use.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
143 linear feet
3d. Explain the purpose of the proposed project:
To reduce congestion and improve safety along NC 55 between NC 147 and US 70 Business/ NC 98.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves widening existing NC 55 to a mostly four -lane median divided facility with curb and gutter and
sidewalks along the entire length of the project. The proposed project is approximately 1 mile long. Standard road building
equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments: SAW-2012-00649
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ❑Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: NCDOT
Name (if known): Deanna Riffey
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
April 3, 2013
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
number —
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of impact
Permanent (P) or
(if known)
(acres)
Temporary T
Site 1 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
Site 2 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
Site 3 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
Site 4 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
Site 5 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
Site 6 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
X Permanent
X Temporary
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of
Average
Impact length
number -
(PER) or
jurisdiction
stream
(linear feet)
Permanent (P) or
intermitte
(Corps -
width
Temporary (T)
nt (INT)?
404, 10
(feet)
DWQ —
non-404,
other)
Site 1 ❑ P ❑ T
Fill
UT Ellerbe
❑ PER
® INT
® Corps
❑ DWQ
7
17
Site 1 ❑ P ❑ T
Bank
UT Ellerbe
❑ PER
® Corps
7
20
Stabilization
® INT
❑ DWQ
Site 2 ❑ P ❑ T
Fill
UT Goose Creek
® PER
❑ INT
® Corps
❑ DWQ
26
10
Site ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
37 ft Perm
10 ft Temp

3i. Comments: UT Ellerbe deemed intermittent per USACE with little/no aquatic function during April 2012 site visit and no
mitigation is required.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
impact number —
waterbody
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
(if applicable)
type
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑ P❑T
V. Total open water impacts
X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flo
Flooded
Filled
Excavated
ode
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6. Buffer impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts for this project are less than 40 linear feet for the road crossings and are exempt.

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project involves widening an existing road in an urban area. Other than no build the minimal effects to the two
tributaries on this project are unavoidable.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the
Protection of Surface Waters will be employed. Due to the project being in a buffer basin, Design Standards in Sensitive
Watersheds will also be employed.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
If no, explain:
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: not applicable
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If not, explain why.
® Yes ❑ No
Comments: See Stormwater Management Plan.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
not applicable
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
4a.
Which of the following state -implemented stormwater management programs apply
❑ HQW
(check all that apply):
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No n/a
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
® Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
additional development, which could impact nearby downstream water quality?
® No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from the widening, this project will neither influence nearby land uses
nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program data, UWFWS website, NCDOT field surveys.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
W. Hancock, P.E.
1
�-17-1(�
Date
fRichard
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
11

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2012-00649 County: Durham U.S.G.S. Quad: NC -SOUTHWEST DURHAM
NOTIFICATION OF JURISDICTIONAL DETERMINAT __�,� ___,_____
Applicant: North Carolina Dept. of Transportation
Gregory Thorpe, Ph.D.
Address: PDEA, Natural Environment Unit
1598 Mail Service Center
Raleigh, NC, 27699-1598
Telephone: [phone] (Deanna Riffey)
APR .ti 2013
DNISION OF H!OHWAYS
Project description: 12DEA•OFFIOt OPAI"
Nearest Town Durham Nearest Waterway UT Ellerbe Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.991452 Longitude:-78.886256
Location description: Study area for NC 55 (N. Alston Avenue) widening, between NC 147 and US 7013/NC 98, in
Durham, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. on the above described project area. We strongly
suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be
considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you
wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction.
Also, you may provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water- Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present worldoad, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this
notification.
Page 1 of 2

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Eric Alsmeyer at 919-554-4884 x23
/Eric.C.Alsmeyer(&usace.army.mil.
C. Basis For Determination: The impact area contains a stream channel of an unnamed tributary
of Ellerbe Creek„ with indicators of ordinary high water marks. The study area contained no
wetlands. Ellerbe Creek is a tributary of Falls Lake, a Traditional Navigable Water.
D. Remarks: This JD was confirmed by desktop evaluation on 4/1/2013. The drawing on the
attached figure, "U-3308, Widening of NC 55 between NC 147 and US 70 Bus/NC 98, Durham
County", submitted by e-mail on 4/23/2012, generally depicts the jurisdictional waters of the US
within the subject study area.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Digitally signed by ALSMEYER.ERIC.C.1087624486
p DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=ALSMEYER.ERIC.C1087624486
Date: 2013.04.01 08:42:54 -04W
Date: 4/3/2013 Expiration Date: 4/3/2018
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http:;7pert.nwp.usace.armv.iniI/survey.html to
complete the survey online.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: North Carolina Department of
File Number: SAW-2012-00649
Date: 4/3/2013
Transportation
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
F-11
APPROVED JURISDICTIONAL DETERMINATION
D
NJ
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the forms to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Eric Alsmeyer
CESAD-PDO
US Army Corps of Engineers, Wilmington District
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh Regulatory Field Office
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, NC 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Eric Alsmeyer, 69 Darlington Avenue, Wilmington,
North Carolina 28403

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Deanna Riffey, NCDOT, 1598 Mail Service Center, Raleigh, NC 27699-1598 //
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:CES R--�'`J�(�'y`''�+
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
TIP: U-3308 Description: Widening of NC 55 between NC 147 and US 70
Bus/NC 98, Durham County, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT
DIFFERENT SITES)
State:NC County/parish/borough: Durham City: Durham
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.991452' N, Long.-78.886256' W
Universal Transverse Mercator:
Name of nearest waterbody: UT to Ellerbe Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters: 50 (total) linear feet: 6-8 width (ft) and/or
acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: --acres.
Cowardin Class: —
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY): �114�_013
Office (Desk) Determination. Date:
Field Determination. Date(s):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
2

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
® Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
KOffice concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s ._Cite scale & quad name:1:24,000; C-40re-
se11tAOlesf-Au ;1► ,
USDA Natural Resources Conservation Service Soil Survey. Citation:
(2 National wetlands inventory map(s). Cite name: as
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
® Photographs: ® Aerial (Name & Date): Rowan 05 & 03, 2010.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
VID013
Signature and da
Regulatory Project Manager
(REQUIRED)
A?ffin2&k
�I zllq
Signature and dat
person requesting pre iminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

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Widening of NC 55 between N
NC 147 and US 70 Bus/NC 98
Durham County

l Iwit
Ic wt 1 ilb;a1C't
(Version 1.2; Released September 2011)
North Carolina Department of Transportation
Highway Stormwater Program ;
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 34915.1.1 U-3308 County(ies):
Durham Page 1 of 1
General Project Information
Project No.:
34915.1.1 U-3308
Project Type: Roadway Wii ening Date: 4/25/2014
NCDOT Contact:
Galen Cail, PE
Contractor / Desi ner:
Bill Elam, PE
Address:
Hydraulics Unit
1590 Mail Service Center
Raleigh, NC 27699
Address:
Hydraulics Unit
1590 Mail Service Center
Raleigh, NC 27699
Phone:
919-707-6709
Phone:
919-707-6717
Email:
[e-mail]
Email:
I [e-mail]
City/Town:
Durham
Count ies :
Durham
River Basins :
Neuse
CAMA County?
1 No
Primary Receiving Water:
Goose Creek
NCDWQ Stream Index No.:
27-5-1
NCDWQ Surface Water Classification for Primary Receiving Water
Primary:
Water Supply IV WS-IV
Supplemental:
Nutrient Sensitive Waters NSW
Other Stream Classification:
303 d Impairments:
None
Buffer Rules in Effect
Neuse
Project Description
Project Length (Iin. Miles or feet):
0.962 miles
Surrounding Land Use: Urban: business and residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
16.2 acres
ac.
13.1 acres ac.
Typical Cross Section Description:
5 lane curb and gutter with bike lanes and sidewalk. Width will vary from 66' to 77'.
3 lane curb and gutter with sidewalk. Width will vary from 36' to 53'.
Average Daily Traffic (veh/hr/day):
Design/Future:
28400
Existing: 21100
General Project Narrative:
This project involves widening Alston Avenue (NC 55) from a 3 lane curb and gutter section to a 5 lane curb and gutter section. The project is highly urbanized with existing
outfalls being maintained.
References

00
0
M
. •
»
See Sheet i-A For Index of Sheets
See Sheet 1-8 For CONVENTIONAL SYMBOLS
BEGIN TIP PROJECT U-3308
-LALT- Sto.13+50.00
AI
T
E 6
ALSTON AVE. NC 55
-LALT
�j
BEGIN
NC 147
IN
THIS PROJECT IS WITHIN THE CITY LIMITS OF DURHAM. I I 11 of
CLEARING SHALL BE PERFORMED ON THIS PROJECT TO THE LIMITS
ESTABLISHED BY METHOD 111
GRAPHIC SCALES
20 10 0 20 40
Lffp-rl-
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2014 =
21100 VPD
ADT 2035 =
28400 VPE
DHV =
9 %
D =
55 %
T =
7 %
V =
35 MPH
* TTST 1%
DUAL 6%
Minor Arterial
Regional Tier
0
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DURHAM COUNTY
BTATB
STATE PRaIHR RRPSRRNC6 N0.
1.
11
OTAL
SHEETS
U-3308
ETATB PROA.NQ
F. A. PROA.NQ
OSSCRIPTION
34915.1.1
STP-0055 20
PE
34915.2.1
STP-0055 20
RAW
34915.2.U1
STP-0055 20
UTILITIES
147 (I. L. "BUCK" DEAN
LOCATION: NC 55 (ALSTON AVE.) FROM NC
PERMIT DRAWING
FREEWAY) TO NORTH OF US 70
BUSINC 98 (HOLLOWAY ST.)
SHEET _1_ OF _7_
END TIP PROJECT
U-3308
TYPE OF WORK: Grading, Drainage, Curb & Gutter, Paving, Sidewalks, Retaining
-LALT- Sto. 66+10.00
Walls, Structures, Railroad Track
Work and Signals
END CONSTRUCTION
-LALT- STA.67+60.00
WETLAND AND SURFACE WATER IMPACTS
PERMIT
0
S I T E 1
-YI6-
HOPKINS STRIC
o
NIISTR -f
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TAYLOR STREET
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HISTORIC
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ki
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-LALT-
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5
NA
PROJECT LENGTH Prepared to the Office of: HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
LENGTH ROADWAY TIP PROJECT U-3308 = 0.962 mi 2012 STANDARD SPECIFICATIONS
LENGTH STRUCTURE TIP PROJECT U-3308 = 0.034 mi P.E.
TOTAL LENGTH TIP PROJECT U-3308 = 0.99E mi
RIGHT OF WAY DATE: JAMES A. SPEER, PE SIGNATURE:
APRIL 30, 2013 PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
LETTING DATE: JOHN C. LANSFORD, PE
APRIL 21 2015 PROJECT DESIGN ENGINEER
P.E.
SIGNATURE:
'-- GOOSE CREEK
-Y22- NC 98/US 70 BUS
OLLOWAY STREET
NQ
0
�N SITE 2
0
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION

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or Island FOR CURB RAM DETAILS SEE SHEETS 2-V THRU 2-Y
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ee avementMarking Plans for
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PROJECT REFERENCE NO.
SHEET NO.
U3308
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
FE PLANS
0 W ACQUISITION

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACT
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
52+46 -Lalt- Lt
72" RCP
< 0.01
17
Bank Stabilization
< 0.01
20
2
18+60 -Y22- Lt
< 0.01
10
TOTALS*:
< 0.01
< 0.01
37
10
0
*Rounded totals are sum of actual impacts
NOTES:

00
0
M
•
»
See Sheet i-A For Index of Sheets
See Sheet 1-8 For CONVENTIONAL SYMBOLS
BEGIN TIP PROJECT U-3308
-LALT- Sto.13+50.00
AI
6
TO 1-40 .J ALSTON AVE. NC 55
-LALT
�j
BEGIN
NC 147
IN
THIS PROJECT IS WITHIN THE CITY LIMITS OF DURHAM. I I 11 of
CLEARING SHALL BE PERFORMED ON THIS PROJECT TO THE LIMITS
ESTABLISHED BY METHOD 111
GRAPHIC SCALES
20 10 0 20 40
Lffp-rl-
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2014 =
21100 VPD
ADT 2035 =
28400 VPE
DHV =
9 %
D =
55 %
T =
7 %
V =
35 MPH
* TTST 1%
DUAL 6%
Minor Arterial
Regional Tier
0
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DURHAM COUNTY
BTATB
STATE PRaIHR RRPSRRNC6 N0.
1.
11
OTAL
SHEETS
U-3308
ETATB PROA.NQ
F. A. PROA.NQ
OSSCRIPTION
34915.1.1
STP-0055 20
PE
34915.2.1
STP-0055 20
RAW
34915.2.U1
STP-0055 20
UTILITIES
LOCATION: NC 55 (ALSTON AVE.) FROM NC 147 (I. L. "BUCK" DEAN BUFFER DRAWING
FREEWAY) TO NORTH OF US 70 BUSINC 98 (HOLLOWAY ST.) SHEET _1_ OF _4_
END TIP PROJECT U-3308
TYPE OF WORK: Grading, Drainage, Curb & Gutter, Paving, Sidewalks, Retaining -LALT- Sto. 66+10.00
Walls, Structures, Railroad Track Work and Signals
END CONSTRUCTION
BUFFER IMPACTS PERMIT -LALT- STA.67+60.00
0
SITE 1 -YI6-
HOPKINS STR o
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PROJECT LENGTH Prepared to the Office of: HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
LENGTH ROADWAY TIP PROJECT U-3308 = 0.962 mi 2012 STANDARD SPECIFICATIONS
LENGTH STRUCTURE TIP PROJECT U-3308 = 0.034 mi P.E.
TOTAL LENGTH TIP PROJECT U-3308 = 0.99E mi
RIGHT OF WAY DATE: JAMES A. SPEER, PE SIGNATURE:
APRIL 30, 2013 PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
LETTING DATE: JOHN C. LANSFORD, PE
APRIL 21 2015 PROJECT DESIGN ENGINEER
P.E.
SIGNATURE:
'-- GOOSE CREEK
-Y22- NC 98/US 70 BUS
OLLOWAY STREET
NQ
0
�N SITE 2
0
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION

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36
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or Island
FOR CURB RAMP DETAILS SEE SHEETS 2-V THRU 2-Y
Pro posed Brick Pavers o FOR INTERSECTION DETAIL SEE SHEET 2-S
GRAPHIC SCALE P NOTE: See Pavement Marking Plans for
Curb Ramp Stations

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PROJECT REFERENCE NO. SHEET NO,
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\� > / %� ALLOWABLE IMPACTS ZONE 1 I ROADWAY DESIGN SHEET NO.
'Y >> HYDRAULICS
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OTHER END —Y22— POT Sto. 18+40J� ^
UNKNOWN ^
Conc. Sidewalk
FOR -Y22- PROFILE SEE SHEET 35
FOR -Y22- TYPICALS SEE SHEETS 2-1 & 2-J

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft2)
TOTAL
(ft)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1
72" RCP
52+46 -LALT- Lt
X
2065.5
986.9
3052.4
2
18+60 -Y22- Lt
X
350.1
243.0
593.1
TOTAL:
1
2415.E
1 1229.9
1 3645.5
Rev. May 2006

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BEGIN TIP PROJECT U-3308
-LALT- Sto. 13+50.00 -Y3A-
CHATHAM STREET -NSN-
-Y3- //{ l-Y- - -
GANN STREET PETTEND K;R
STREET
-LALT- Sta.D +3570
BEGIN ALS� �5+5�64 // / I I I
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THIS PROJECT IS WITHIN THE CITY LIMITS OF DURHAM I fit
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STATE OF NORTH CAROb,dNA
ID][2'gS][rU17 OF HIGHWAYS
DURHAM COUNTY
BTATB
STATE FRd REFERENCE N0.
SHEET
TOETEATLS
N,
U-3308
1
STATE PAOI.N0.
P. A. PROI.N0.
DESCRIPTION
34915.1.1
STP-0055 20
PE
34915.2.1
STP-0055 20
RNJ
34915.2.U1
STP-0055 20
UTILITIES
LOCATION: NC 55 (ALSTON AVE.) FROM NC 147 (I. L. "BUCK" DEAN
FREEWAY) TO NORTH OF US 70 BUS/NC 98 (HOLLOWAY ST.)
END TIP PROJECT U-3308
TYPE OF WORK: Grading, Drainage, Curb & Gutter, Paving, Sidewalks, Retaining -LALT - Sto. 66+10.00
Walls, Structures, Railroad Track Work and Signals -Y20-
EVA STREET
_Y18- END CONSTRUCTION
LIBERTY STREET -LALT- STA.67+60.00
-0.-
-Y/O-
-Y12-
-yl-
-Y6-
FRANKLIN STREET
WALL STREET -Y16-
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ANGIZAVEV
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PROPOSED SIGNAL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Office of:
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
20 10 0 20 40
ADT 2014 = 21100 VPD
ADT 2035 = 28400 VPD
DHV = 9 %
LENGTH ROADWAY TIP PROJECT U-3308 = 0.962 mi
LENGTH STRUCTURE TIP PROJECT U-3308 = 0.034 mi
1000 Birch Ridge Dr., Raleigh NC, 27610
P.E.
®f w0#11
2012 STANDARD SPECIFICATIONS
PLANS
20 10 0 20 40
D = 55 %
T = 7 % *
TOTAL LENGTH TIP PROJECT U-3308 = 0.99E mi
RIGHT OF WAY DATE:
APRIL 30, 2013
JAMES A. SPEER, PE
SIGNATURE:
>,
�A a
PROJECT ENGINEER
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
V = 35 MPH
®R
10 5 0 10 20
* TTST 1% DUAL b%
Minor Arterial
Regional Tier
LETTING DATE:
APRIL 21 2015
JOHN C. LANSFORD, PE
P.E.
SIGNATURE:
�W���
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BOUNDARIES AND PROPERTY.-
State Line
County Line
— • • -
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
O
Property Corner
Property Monument
Parcel/Sequence Number
rza
Existing Fence Line
-x x x-
Proposed Woven Wire Fence
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Proposed Chain Link Fence
Proposed Barbed Wire Fence
$
Existing Wetland Boundary
- - - -• e- - - -
Proposed Wetland Boundary
• a
Existing Endangered Animal Boundary
E°a
Existing Endangered Plant Boundary
E^A
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
Well
°
Small Mine
5Z
Foundation
0
Area Outline
0
Cemetery
0
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
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Buffer Zone 2
Flow Arrow
Disappearing Stream
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Proposed Lateral, Tail, Head Ditch
False Sump
r-
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BZ 1
BZ 2
CONVENTIONAL PLAN SHEET SYMBOLS
Standard Gauge
,11 , -'
CSX TRANSPoRTATION
RR Signal Milepost
MILEPOST 35
Switch
0
swrrcn
RR Abandoned —
— — —
RR Dismantled --------
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
A
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite RM/ Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line -E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage / Utility Easement
—DUE —
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut -
- - C - - -
Proposed Slope Stakes Fill -
- - F - - -
Proposed Curb Ramp
CR
Existing Metal Guardrail
Proposed Guardrail
T T T T
Existing Cable Guiderail
n n n
Proposed Cable Guiderail
n n n n
Equality Symbol
0
Pavement Removal
VEGETATION. -
Single Tree
Single Shrub
Hedge
Woods Line
Orchard 0 Q €? 0
Vineyard Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert coNc
Bridge Wing Wall, Head Wall and End Wall — ) CO- WW
MINOR:
Head and End Wall C_0N r+w
Pipe Culvert
Footbridge >----------<
Drainage Box: Catch Basin, DI or JB ❑CB
Paved Ditch Gutter -----
Storm Sewer Manhole OO
Storm Sewer $
UTILITIES. -
POWER:
Existing Power Pole
l
Proposed Power Pole
b
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
f
Proposed Telephone Pole
-0-
Telephone Manhole
OT
Telephone Booth
❑O
Telephone Pedestal
❑T
Telephone Cell Tower
U/G Telephone Cable Hand Hole
"9
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*) - ----T
- - - -
Recorded U/G Telephone Conduit
TC
Designated U/G Telephone Conduit (S.U.E.*)- -
- - -TC- - - -
Recorded U/G Fiber Optics Cable
T °a
Designated U/G Fiber Optics Cable (S.U.E.*)- -
- - -T Fa- - -
WATER:
Water Manhole
Water Meter
o
Water Valve
Water Hydrant
.0
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.*)
- - - -•- - - -
Above Ground Water Line
Arc Water
TV:
TV Satellite Dish CC
TV Pedestal ILI
TV Tower
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable T1
Designated Ll/G TV Cable (S.U.E.*) - - - -T•- - - -
Recorded U/G Fiber Optic Cable TV TO
-
Designated U/G Fiber Optic Cable (S.U.E.*r - - - TO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*) - - - - -
Above Ground Gas Line A.c Gas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout 0+
U/G Sanitary Sewer Line s:
Above Ground Sanitary Sewer A.G Sanitory Sewer
Recorded SS Forced Main Line —
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
0
Utility Located Object
p
Utility Traffic Signal Box
❑s
Utility Unknown U/G Line
xun—
U/G Tank; Water, Gas, Oil
O
Underground Storage Tank, Approx. Loc.
usr
A/G Tank; Water, Gas, Oil
O
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.

N
0 ►
NEALS i
1
1 LJ
1
1 1
I
ORANGE CO 1
1
L
CHATHAM
Co. i
"J DURHAM Q
CrEND
'T
r WAKE CO.
►
1
\ C
L:WAKE
Co. EARL SMITH
� N
GPS CONTROL NETWORK
NOT TO SCALE
NCDOT GPS STATION U3308-2
LOCALIZED PROJECT COORDINATES
N = 812643.307
E = 2031954D13 BY
It BY-122
JBIM501
E TO 1-*0 ++ ALSTON AVE. NC 55 F- _BL
BL-IOOI BL-101
BY-12311
BEGIN TIP PROJECT U-3308
Sta. 13+50.00 -LALT -
NCDOT GPS STATION U3308-I
LOCALIZED PROJECT COORDINATES
N = 812119J57
E = 2032940.698
A.
SURVEY CONTROL SHEET U-3308
R D URHAM COUNTY
C
_S A�l
PErTGREIN
STREET
�Jj I -YJA-
m l I I I I BY330 nRfEAJIW
; BY24-167
BL-105
I I'lm III I IBL-104
-103 II\
\ I BL-10�m6
502
I II Q
IIIII
III II I Ili / // BY5-133 Im
U3308 III I l �� I la
,�IIIi
BY2-12
y l l Ill //BY8-138 I I I h It BY5-134•'
BY �37 I I m
v I
BY9-136 I o
III11 • BY5-1354I
�WIIII
��IIII
�O
BYIO-140It m //BY12-A[44
BYIO-139 or\ BYIor143
—BM 503 _ 2
NCDOT GPS STATION U3308-3
LOCALIZED PROJECT COORDINATES
N = 817149540
E = 2033713.454
3-146
J
\,
-Iz,�BYI8 156 \ 1 \ 1 ^_'
11
`' ' U'
� — � �i
BL-107 BL-108 �pl
BL-ICI Z l BL-III
L-109 /�
BL-II,IIB
I
T
�IBYI2-145
.n I m =
I
IBYII-142 BM 504
PROJECT REFERENCE NO. SHEET NO.
11_114nu 1 1 r
NCDOT GPS STATION U3308-4
LOCALIZED PROJECT COORDINATES
N = 817906554
E = 2033766.807
C
c
N
A
6� BM 5000 1w-to.85
� �3308 i r' 11C
"Xr, BL-121
(20-160
/��� BL-120 si
BL I19 %
ins �BL-118 \ BY20 161
V \\� BM 5
BL II6 BM 505'T BY19-159
BYIB-157
R
BY17-155
END TIP PROJECT U-330
Sta. 66+10.00 -LALT -
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
1S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "U3308-1"
WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF
NORTHING: 812119.1565(ft) EASTING: 2032940.6980(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99994270
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"U3308-1" TO -LALT- STATION 13+50.00 IS
N 840 58' 17.0" W 634.7202 (ft)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
NOTES
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN
(HIGH ACCURACY REFERENCE NETWORK) NAD 8, 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.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT..
HTTPIIWWW.DOH.DOT.STATE.NC. USPRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
U3308 LS_GPSCALIB_050829. HTML
U3308 LS WGS84 050829.TXT
U3308 LS LOCAL_050829.TXT
U3308_LS_CONTROL.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.
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.
NETWORK ESTABLISHED FROM EXISTING BARN MONUMENTATION
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.
NOTE: DRAWING NOT TO SCALE

SURVEY CONTROL SHEET U-3308
GPS Calibration Report
Project : 34915.1.1 TIP Number: U3308
User name A. P. Spielvogel Date & Time 10:54:50 AM 6/20/05
Coordinate System US State Plane 1983(at ground)Zone North Carolina 3200
Horizontal Datum NAD 1983 (Conus)
Vertical Datum Geoid Model Geoid99 NC Sub Grid
Coordinate Units US Survey Feet
Distance Units US Survey Feet
Height Units US Survey Feet
------------------------------------------------- ---
LOCAL SITE INFORMATION
Localized around U3308-1
Latitude 35'58'52.77432'N
Longitude 78'53'19.19111'W
Site Scale Factor 1.000057303
Height 7
The North Carolina Department of Transportation uses a Localized Coordinate 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 is to aid in the use of Real Time Kinematic (RTK)GPS during construction layout.
Datum Transformation Parameters
Datum Transformation computation not requested
------------------ ----------------------------------
Updated Default Projection (Transverse Mercator) Definition
Updated default projection not requested
---------------------------------- -- -------
Horizontal Adjustment Parameters
Northing coordinate of rotation center 806047.0164SFT
Easting coordinate of rotation center 2028149.2155SFT
Rotation about the center point 0700'00'
Translation north 0.3463SFT
Translation east-0.2689SFT
Scale factor 1.00005747
---------------------------------
Vertical Adjustment Parameters
Northing coordinate of origin point 840519.8109SFT
Easting coordinate of origin point 1975512.3961SFT
Vertical separation at origin-0.1436SFT
Slope north 0.629PPM
Slope east 0.302PPM
---------------------------------------------------------
Geoid Model Definition
GeoidO3 (CONUS)NC Sub Grid
--------------------------------------------------------------------------------
Residual Differences Between GPS (WGS84)And Local Coordinates
Summary
Maximum Error Root Mean Square Error Point
Horizontal 0.010sft 0.002 TURNKEY-WGS84
Vertical 0.078sft 0.011 TURNKEY-WGS84
Three-dimensional 0.079sft 0.011 TURNKEY-WGS84
Point NEALS_ WGS84
Latitude 36'03'33.70562"N
Longitude 79'04'58.20354"W
Height 516.9051sft
Point EARL SMITH_ WGS84
Latitude 35'44'57.32992'N
Longitude 78'51'09.25788'W
Height 382.9815sft
Point TURNKEY_ WGS84
Latitude 35'59'14.51009"N
Longitude 78'50'47.43883'W
Height 267.6865sft
Point U3308-1_ WGS84
Latitude 35'58'52.77432'N
Longitude 78'53'19.19115'W
Height 283.7035sft
Point U3308-2_ WGS84
Latitude 35'58'57.96845'N
Longitude 78'53'31.18917'W
Height 293.4541sft
Point U3308-3_ WGS84
Latitude 35'59'42.51098'N
Longitude 78'53'09.71889'W
Height 231.9418sft
Point U3308-4_ WGS84
Latitude 35'59'49.99641'N
Longitude 78'53'09.05905'W
Height 246.3414sft
DATUM DESCRIPTION
Northing 840519.8109sft
Easting 1975512.3961
Elevation 617.0749sft
Horz .,,or 0.008sft
Vert error 0.017sft
3D error 0.019sft
Northing 727654.554sft
Easting 2043745.3942sft
Elevation 488.3649sft
Horz error 0.007sft
Vert error 0.004sft
30 error 0.008sft
Northing 814333.7648
Easting 2045409.8586sft
Elevation 371.0434sft
Horz error 0.010sft
Vert error 0.078sft
3D error 0.079sft
Northing 812119.1554sft
Easting 2032940.7021sft
Elevation 386.5564sft
Horz error 0.004sft
Vert error 0.015sft
3D error 0.016sft
Northing 812643.9091sft
Easting 2031954.0107sft
Elevation 396.2549sft
Horz .,,or 0.003sft
Vert error 0.019sft
3D error 0.019sft
Northing 817149.54255ft
Easting 2033713.4559sft
Elevation 334.7078sft
Horz error 0.002sft
Vert error 0.033sft
30 error 0.033sft
Northing 817906.5538sft
Easting 2033766.8087sft
Elevation 349.0921sft
Horz error 0.003sft
Vert error 0031sft
3D error 0.Elsft
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "U3308-1"
WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF
NORTHING: 812119.1565(ft) EASTING: 2032940.6980(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99994270
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"U3308-1" TO -LALT- 13+50.00 STATION IS
N 840 58' 17.0" W 634.7202(ft)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
Point NEALSiocal
Northing 84 519.8117
Easting 1975512.4040sft
Elevation 617.0919sft
Utilized Horz and Vert
Quality Survey quality
Point EARL SMITH -Local
Northing 727654.54865ft
Easting 2043745.3974sft
Elevation 488.3684sft
Utilized Horz and Vert
Quality Survey quality
Point TURNKEY1ocal
Northing 814333.7683sft
Easting 2045409.8495sft
Elevation 371.1213sft
Utilized Horz and Vert
Quality Survey quality
Point U3308-1-Local
Northing 812119.1566sft
Easting 2032940.6979sft
Elevation 386.5412sft
Utilized Horz and Vert
Quality Survey quality
Point U3308-2_.ocal
Northing 8126 3.3091sft
Easting 2031954.0135sft
Elevation 396.2361sft
Utilized Horz and Vert
Quality Survey quality
Point u3308-311 local
Northing 81749 5402sft
Easting 2033713.4555sft
Elevation 334.6745sft
Utilized Horz and Vert
Quality Survey quality
Point U3308-4_Local
Northing 8179 6.5564sft
Easting 2033766.8084sft
Elevation 349.0610sft
Utilized Horz and Vert
Quality Survey quality
NOTES:
L THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE DARN
(HIGH ACCURACY REFERENCE NETWORK) NAD 8395 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.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP.iWWW.DOH.DOT.STATE.NC. USPRECONSTR UCT/HIGHWAYILOCATION/PROJECTI
THE FILES TO BE FOUND ARE AS FOLLOWS:
U3308 LS_GPSCALIB_050829.HTML
U3308_LS_WGS84_050829.TXT
U3308_LS_LOCAL 050829.TX7
U3308 LS_CONTROL _050829.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.
NOTE: DRAWING NOT TO SCALE

PROJECT REFERENCE NO.
J
SHEET NO.
CONTROL DATA-
BL
POINT
DESC.
NORTH
EAST
ELEVATION
100
BL-100
811382.3270
2032035. 7910
390. 03
101
BL-101
811853. 9600
2032217:8670
388.48
102
BL-102
812083.5940
2032308. 7900
397. 07
103
BL_I03
812297.1280
2032399.1270
407. 94
180
POINT NOT SET
812375.6081
2032411.5213
UNKNOWN
104
RL_I04
812555. 7530
2032502.5910
408.84
105
BL-105
812838.3410
2032617.0490
401.55
181
POINT NOT SET
813135.6549
20326B3.6804
UNKNOWN
106
BL-106
813.102. 7770
2032706.3470
397.04
107
BL_I07
813306. 5760
2032795.8480
396.71
108
BL_I08
813504. 7440
2032898.4300
39514
1109
09
BL-PK
813112.6950
2011114.7730
380.63
110
BL-110
814014. 3640
2033073.6490
377..33
111
GL-111 PK.
814326. 4050
2033192.1510
373..69
112
8L-112 PK
814704. 8910
2033369.2030
36035
113
BL-113
814891.0430
2033457.9560
352. 92
114
BL-114
815049.2290
2033531.5390
350.72
115
61 5
815187.8620
2033593.5770
349.35
116
BL-116
815445.2000
2033695.4640
353.80
117
BL-117
815922.8060
2033730.8230
349.16
118
BL-118
816300.0780
2033748.3780
357.23
119
BL-119 PK
816581.22SO
2033749.0890
353.94
120
BL-120
816948.9180
2033759.9420
337.36
121
81 121 PK
817357.1680
2033770.1280
335.55
4
-U3308-4
817906.5540
2033766.8070
349.06
LALT STATION OFFSET
OUTSIDE PROJECT LIMTS
OUTSIDE PROJHOT
LIMTS
I
CUTS OF PROJECT
LIMITS
14.97. 19
39.12 RT
15.61.71
39.31 AT
17.75. 65
39. 78 RT
20.79.07
48.09 RT
22.67.30
44.17 RT
23.58.13
42.84 RT
25.81.36
57.45 AT
27.92. 78
53.11 RT
31.75.80
49.16 RT
33.42. 13
58. 97 RT
36.80.86
46.01 RT
40.97.26
1.29 LT
43.05.85
0.14 LT
44.80.14
7.26 RT
46.31.96
11.78 RT
49.05.67
20. 85 RT
53.81.31
27.75 RT
57.58.97
31. 77 RT
60.39.96
22. 39 RT
64.07.54
21.29 RT
68•15.31
27.52 RT
OUTSIDE PROJECT
LIMITS
BY
POINT DESC. NORTH EAST ELEVATION LALT STATION OFFSET
122
BY-122
611504. 8860
2031826. 13]0
392.56
OUTSIDE PROJECT LIMITS
A100
BL-100
811382.3270
2032035. 7910
390.03
OUTSIDE PROJECT LIMITS
123
BY-123 PK
811326.9960
2032230.6222
387.58
OUTSIDE PROJECT LIMITS
BY1
POINT
DESC.
NORTH
EAST
ELEVATION
LALT STATION OFFSET
------------
124
--------------------------------
BYl-124 PK
----------------
812236.1100
----------------
2031922.6790
----------------
364.66
----------------
OUTSIDE PROJECT LIMITS
A102
BL-102
81.2083.5940
2032308.7900
397.07
OUTSIDE PROJECT LIMITS
BY2
POINT
DESC.
NORTH
EAST
ELEVATION
LALT STATION OFFSET
------------
125
________________ ________________
BY2-125
----------------
812762.7220
________________
2031807.4390
____
399.01
.....
17:11.38 682.69 LT
126
BY2-126
812556.5390
2032095.7500
393. 63
16.26.22 338.62 LT
127
2Y2_I27
812415.9160
2032348.7370
390. 84
15.88.97 51.58 LT
A 180
POINT NOT SET
812375.6081
2032430.5233
0.00
15. 81.71 39.31 RT
128
BY2_I28
812300.4860
20325629490
388.06
15.6819 208. 70 RT
129
BY2-129
812083.1460
2033025:2810
385.45
15.29.. 57 700. 03 RT
By'
POINT
____________
DESC.
________________ ________________
NORTH
____________
EAST
____________
ELEVATION
-----------
Y3 STATION OFFSET
_____ __________
130
BY3-130 PK.
812023.5880
2032327.8310
407.40
9.96.11 14.25 LT
A105
BL-105
812838.3410
2032617.0490
401.55
OUTSIDE PROJECT LIMITS
BY4
POINT
DESC.
NORTH
EAST
ELEVATION
Y3A STATION OFFSET
____________
A130
________________ ________________
BY3-130 PK
____________
812923.5830
_____
2032327.8310
_____
407. 12
__________
10.13.87 4.81 LT
131
BY5-131
813187.7890
2032421.2800
415.56
12.73.95 31.79 LT
BYE
POINT
DESC.
NORTH
EAST
...._.....
_-. -----.....
A131
BY5-131
813167.7890
2032421.2800
415.54
14.57.45 15.56 RT
A381
POINT NOT SET
813035.6549
2032683.6804
UNKNOWN
17.50.72 7.01 RT
132
EYE-132 PK
812975.0940
2032803.1460
332.45
16.85.29 4.10 RT
133
BY5-133 PK
812838.9660
2033069.5950
413. 40
21.83.80 10.54 RT
BY5-134 PK
812623.9530
2033434.6930
402.69
26.07.89 18.96 AT
134
l35
BY5-135 PK
812511.3100
2033642.2980
399.47
OUTSIDE PROJECT LIMITS
BYH
POINT
DESC.
NORTH
EAST
ELEVATION
LALT STATION OFFSET
____________
138
________________________________
BYB-138
____________
812316.8750
_______
2033270.2000
____
407.63
__________
18.29.65 841.68 RT
l37
BY8-137 PK
812266.2120
2033380.4430
405.0@
18.22.99 962.78 RT
A136
BY9-136 PK
812201.9490
2033502.7260
403.92
18.09.20 1100.04 RT
BY9
POINT
OPEC.
NORTH
EAST
ELEVATION
LALT STATION OFFSET
------------
136
---------------- ----------------
BV9_136 PK
----------------
B1220 t. 9490
----------------
2033602. 7260
----------------
A03. 92
----------------
18.09. 20 3100. 04 RT
A135
BY5-135 PK
812511. 3100
2033642. 2980
399.47
21.17.46 1123.55 RT
BY10
POINT
DESC.
NORTH
EAST
ELEVATION
LgLT STATION OFFSET
------------
144
--------------------------------
BY12-144
----------------
814552.9810
----------------
20329341860
----------------
3821
----------------
37.54:52 28838 LT
143
1P
BY0-143
814202:8460
2032771.5030
393..07
3407.84 2931.03 LT
141
BY 11-41
8 3993 6210
2032676:2110
388.6
31.78.29 305.72 LT
140
Syl0-140PK
8137I8.7090
20325346660
3951
28.70.73 33. 61 LT
139
BY 10_139
813420.9720
2032392.9400
405.65
LT
25.47.53 359. 9
BY11
POINT
DESC.
NORTH
EAST
ELEVATION
----------------
YI STATION OFFSET
------------
8141
--------------------------------
BY11-141
----------------
813993:6210
----------------
2032676,2110
388. 65
..... ------.....
OUTSIDE PROJECT LIMITS
B 109
BL-109
813862. 6950
2033004.7730
380.63
OUTSIDE PROJECT LIMITS
142
BY1 J-142 PK
813726. 9280
2033322.7380
416. 06
OUTSIDE PROJECT LIMITS
BYII
POINT
------------
DESC.
--------------------------------
NORTH
----------------
EAST
----------------
ELEVATION
----------------
Y2 STATION OFFSET
----------------
B141
BY11-141
813993.6210
232676.2110
388.65
OUTSIDE PROJECT LIMITS
B 109
BL-09
813862.6950
2033004.7730
380.63
10.65.79 27.05 LT
142
BY11-142 PK
813726.9280
2033322.7330
416.06
OUTSIDE PROJECT LIMITS
8Y12
POINT
DESC.
NORTH
EAST
ELEVATION
Y4 STATION OFFSET
E------------
---------------- -----
. ------
------ ..
---
---- ----- -----
A114
BY12-144 PK
814552.9810
2032934.1860
382.26
12.85.62 19.31 RT
N.
Al51
145
BL-lll
BY 12-145
8,4326.4050
814213.8840
2033192.1510
2033325.3120
373.69
380.77
OUTSIDE PROJECT LIMITS
OUTSIDE PROJECT LIMITS
BY 12
POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET
21149 BY12-144 PK 814552.%10 2032934.1860 382.26 OUTSIDE PROJECT LIMITS
A 111 BL-111 81432.4050 2033192.1510 373.69 10:57.60 28.42 LT
145 BY12-145 814213.8840 2033325.3120 330. 77 12 38.43 17.26 LT
SURVEY CONTROL SHEET U-3308
BY13
POINT
DESC..
NORTH
EAST
ELEVATION
YG STATION OFFSET
146
GY13-146 PK
814893.4330
2032943.5140
377.56
OUTSIDE PROJECT LIMITS
All 2
BL-112
814704.8910
2033364.2030
360.35
OUTSIDE PROJECT LMTS
147
BY13-147 PK
814593.0690
2033595.2730
370.71
OUTSIDE PROJECT LIMITS
BY13
POINT
-------- -- --
DESC.
------ ---------------
NORTH
---------------------------
EAST
---
ELEVATION
----------------.--_________
Y7 STATION OFFSET
146
BY13-146 PK
814893.4330
2032943.5140
377.56
OUTSIDE PROJECT LIMITS
A112
BL-112
814704.8910
2033364.2030
360.35
10.43'94 19. 06 LT
147
BY13-147 PK
814593.0690
2033595.2730
370.71
OUTSIDE PROJECT LIMITS
8Y14
POINT
DESC.
NORTH
EAST
ELEVATION
Y8 STATION OFFSET
148
BY14-148 PK
815023.4320
2033136.3600
373. 95
13.08.59 7.62 RT
A113
BL-113
814891. 0430
2033457.9560
352.92
9.61.06 20.80 RT
149
BY14-149 PK
814794.5320
2033647.7170
363. 66
OUTSIDE PROJECT LIMITS
BYl4
POINT
------------
DESC.
---------------- -----
NORTH
------- ----------
EAST
-------------
ELEVATION
------------- -----
Y9 STATION OFFSET
----------- ..... --------
148
BY14-143 PK
815023.4320
2033136.3600
373.95
OUTSIDE PROJECT LIMITS
A 118
BL-113
814891.0430
2033457.9560
352.12
OUTSIDE PROJECT LIMITS
149
BY14-149 PK
814794.5320
2033647.7170
363.68
12.51.65 11.84 LT
BY15
POINT
DESC.
----------
NORTH
..... ......
EAST
.........
ELEVATION
........
YIO STATION ---------------
150
BY15-150 PK
815126.7330
2033352.0100
365.38
11.66.62 11.52 RT
A114
BL-114
815049.2290
2033531.5390
350. 72
OUTSIDE PROJECT LIMITS
151
BY15-151 PK
814978.3900
2033669.6010
353.90
OUTSIDE PROJECT LIMITS
BY 15
POINT
____________
DESC.
________________ _____......
NORTH
____________
EAST
______________
ELEVATION
........
Y1l STATION OFFSET
__ ----- ___________
150
BY15-150 PK
815126.7330
2033352.0100
365.38
OUTSIDE PROJECT LIMITS
A114
BL-114
815049.2290
2033531.5390
350.72
10.28.85 17.06 LT
151
BY15-151 PK
814978.3900
2033669.6010
353.90
11.33.91 11.13 LT
BY 16
POINT
DESC.
NORTH
EAST
ELEVATION
Y12 STATION OFFSET
____________
152
___________ .....
BY16-152.
......____________
815287.6620
_______
20333972820
_____
364.99
__________
12.O .07 14.03 LT
A115
BL-115
815187.B620
2011111:1711
349.35
OUTSIDE PROJECT LIMITS
153
BY16-153 PK
815122.7170
2033755.3840
345.88
OUTSIDE PROJECT LIMITS
BY16
POINT
DESC.
NORTH
EAST
ELEVATION
Y13 STATION OFFSET
152
BY16-152
815287.6820
2033397.2820
364.99
OUTSIDE PROJECT LIMITS
AI15
BL-l15
815187.8620
2033593.5770
349.35
10-16.02 21.55 AT
153
BYIG-153 PK
815122.7170
2033756.3840
345.BG
11-91.11 11.80 AT
8Y17
POINT
DESC.
154
-U3308BY17-154
......
815493.9420
......
2033467.9960
....
350.77
.........
12.18.01 21.65 LT
A116
BL-116
815445.2000
2033695.4640
353.80
OUTSIDE PROJECT LIMITS
155
BY17-155
815259.4070
2034069.9140
341.92
OUTSIDE PROJECT LMTS
BY17
POINT
-------- ----
DESC.
------ ---------------
NORTH
---------------------------
EAST
---
ELEVATION
-----------------------------
Y15 STATION OFFSET
----------------
154
-U3308BY17-154
81.5493.9420
2033 IG7.99GO
350.77
OUTSIDE PROJECT LIMITS
A116
BL-116
815445.2000
2033695.4640
353.80
10.08. 83 29.92 LT
155
BY17-155
815259.4070
2034069.9140
341.92
14.27.41 18.38 LT
BY18
POINT
DESC.
NORTH
EAST
ELEVATION
Y16 STATION OFFSET
156
BY18-156
815946. 4610
2033475.9130
356. 85
12.30. 91 21.11 LT
A117
BL-117
815922 8060
2033730.8230
349.16
OUTSIDE PROJECT LIMITS
157
BY 18-157
815920. 8440
2034043.2220
339. 78
OUTSIDE PROJECT LIMITS
BY 18
POINT
DESC.
NORTH
EAST
ELEVATION
Y17 STATION OFFSET
____________
156
___________ ___________
BY18-156
____________
815946.4610
_______
2033175,9130
_____
356.85
__________
OUTSIDE PROJECT LIMITS
A117
BL-117
815922.8060
2033730.9230
349.16
10.25.72 36. 34 RT
157
BY18-157
815920. 8440
2034043.2220
339.76
OUTSIDE PROJECT LIMITS
BY19
POINT
DESC.
NORTH
EAST
ELEVATION
_____
Y18 STATION OFFSET
____________
158
___________ ___________
BY19-158 PK
____________
816268.2350
______
2033354.0250
37041
__________
10.20.8318.71 RT
A118
86300OT0
2033749.3780
357..23
4413.74 39.90 L1
BYBL-
19-59
6277.1310
2034079.0340
34595
12159
7569 060T LT
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "U3308-1"
WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF
NORTHING: 812119.1565(ft) EASTING: 2032940.6980(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99994270
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"U3308-1" TO -LALT- 13+50.00 STATION IS
N 840 58' 17.0" W 634.7202(ft)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
OY20
POINT
---- _____...___________
DESC.
___________
NORTH
____________
EAST
________
ELEVATION
_____
Y20 STATION
__________
OFFSET
IGO
BY20-160
816579.9330
2033620.3810
359.95
10.46.35
15.33 LT
A119
BL-119
816581.2290
2033749.0890
353. 94
OUTSIDE PROJECT
LIMITS
161
BY20-161
816580.1730
2033641.0890
345.42
OUTSIDE PROJECT
LIMITS
BY20
POINT
DESC.
NORTH
EAST
ELEVATION
Y21 STATION
OFFSET
160
BY20-160
81G578.9330
2033620.3810
359.95
OUTSIDE PROJECT
LIMITS
AI19
BL-119
816581.2290
2033]49.0890
353.94
10.23.61
21.70 LT
161
BY20-161
816580.1730
2033841.0890
345.42
11. 15.57
18.96 LT
BY22
POINT
DESC.
NORTH
EAST
ELEVATION
Y22 STATION
OFFSET
____________ ___________
162
___________
BY22-162
......
816939.4680
......_______
20333839520
_____
343.47
__________
10.59.24
17.36 LT
A120
SL-120
816948.9180
2033759:9420
337.36
14.35.09
31.46 LT
163
BY22-163
816894.7290
2034231. 2750
336.39
19.07.05
16.90 RT
BY23
POINT
DESC.
NORTH
EAST
ELEVATION
LALT STATION
OFFSET
164
BY23-164 PK
617362.1810
2033335.8380
360.33
68.20.59
406.77 IT
A121
SL-121
817357.1680
2033770.1280
335.55
68.15.31
27.52 AT
BY24
POINT
____________ ________________
DESC.
________________
NORTH
________________
EAST
________________
ELEVATION
_____
NSS STATION
__________
OFFSET
166
BY24-166
H13247.4830
2032452.3090
413.22
18.76.01
18.90 AT
16]
BY24-167
813154.4340
2032636.5170
411.96
20.82:38
17.01 RT
R 106
BL-106
813102.7770
2032706.3470
397.04
21.6813
30.85 RT
168
BY24-168
813095.1200
2032749.1920
412.23
22.09. 71
17.99 AT
169
BY24-169
812929. 7100
2033062.6810
412.40
25.64. 15
21.05 RT
170
BY24-170
812733.3950
2033447.6290
405.47
29.96. 26
18.77 AT
. .................. ...........
BM501 ELEVATION - 390,24
N 811527 E 2031971
LALT STATION 13.50.00
S 27.32'15.6' W 730.75'
R/R SPIKE IN ASPHALT
BM502 ELEVATION • 408.92
N 812346 E 2032417
LALT STATION 15,48.92 37.66 RIGHT
CUT SOIJARE ON SE BENT
DIO 3 ELEVATION - 414.78
N 613231 E 2032457
Y STATION 14,56. 75 57.15' LEFT
R/R SPIKE SET IN 15' PIN OAK
BM504 ELEVATION • 384.59
N 814163 E 2033350
Y5 STATION 12.83.43 17.94' RIGHT
R/R SPIKE SET IN 42- PIN OAK
BM505 ELEVATION - 341.46
N 815930 E 2033884
Y17 STATION 11.56.50
S 43-40'47. 02' E DIST 28.88'
CUT SQUARE IN CONCRETE
BM506 ELEVATION - 335.58
N 816681 E 2034114
Y22 STATION 17.90.06 31.72' RIGHT
R/R SPIKE SET IN 44- PIN OAK
BM507 ELEVATION - 349.66
N 817347 E 2033589
LALT STATION 68.04.89 153.91' LEFT
R/R SPIKE SET IN 48" PIN OAK
: ........................................
NOTES:
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE BARN
(HIGH ACCURACY REFERENCE NETWORK) NAD 8"5 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.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP✓/WWW.DOH.DOT.STATE.NC. USPRECONSTR UCTIHIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
U3308_LS_GPSCALIB_050829.HTML
U3308_LS_WGS84_050829.TXT
U3308_LS_LOCAL 050829.TX7
U3308 LS CONTROL.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.
NOTE: DRAWING NOT TO SCALE

PROJECT REFERENCE NO. SHEET NO.
v
PAVEMENT
SCHEDULE
zzZZ pp
Z
SHEET NO
ROADWAYDWAY DDESIESIGN HYDRAULICS
ENGINEER ENGINEER
C1
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
O CLASS IV SUBGRADE STABILIZATION
C2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
O GEOTEXTILE FOR SOIL STABILIZATION
PRELIMINARY PLANS
IN EACH OF TWO LAYERS
DO NOT USE OR CONSTRUCTION
C3
PROP, VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE,
TYPE ATTANBAVERAGEDRITEL112 LBS.PERSQ YD
PER TO
R1 PROPOSED 1'6" CONCRETE CURB AND GUTTER
EXCEED 2" IN DEPTH
TYPE I19PROX AT AASAVERAGEPHALT CONCRETE INTERMEDIATE RCODURSE,
R2 EXISTING 2'6" CONCRETE CURB AND GUTTER
D2
PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE
ATOAN AVERAGE
PLACED RATLABERS14 LBSESSER SO 2Y6"
R3 PROPOSED 2'6" CONCRETE CURB AND GUTTER
IN DEPTH OR GREATER THAN 4" IN DEPTH
SURVEY
El
T6COURSE, AT ANAVERAGERATEOF342 LBSASE PER SO. YD.
TYPE B25.OB, X ASPHALT CONCRETE
R4 PROPOSED CONCRETE ISLAND
E 2
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SD. YD.
O PROPOSED CONCRETE SIDEWALK
E 6 D1 D2
oR
C3 C1 C2
E6
E 3
T6ASE COURSE, AT ANAVERAGERATEOF570 LBSP
TYPE B25.OB, ASPHALT CONCRETE
R SQ. YD.
EARTH MATERIAL
O
E4
PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE,
TYPE B25.OB, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
U EXISTING PAVEMENT
E 5
PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE,
TYPE B25.OB, AT AN AVERAGE RATE OF 399 LBS. PER SO. YD.
IN EACH OF TWO LAYERS
__—"�
2.5
EXISTING ASPHALT PAVEMENT, 1.5" DEPTH MIN.
V1 �
O 3��
2.5"
MIN • \�
3/1
UMILLING
MIN.
E6
PROP, VAR, DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" IN DEPTH
TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATE
V2 MILLING EXISTING ASPHALT PAVEMENT, 3" DEPTH
MIN.
Detail Showing Method of Wedging
THAN 5.5" IN DEPTH
�I
8" AGGREGATE BASE COURSE
V3 MILLING EXISTING ASPHALT PAVEMENT, VARIABLE DEPTH 0" - 1.5"
NOTE: ALL SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
O ASPHALT WEDGING (SEE DETAIL)
-LALT-
10'
33'
33' 10'
2' 14' 11' 1 '
11 14' 2'
1' L5-L 1 1
S 8`
1' I 5'
6"
& S
1'
R3
C2 C2 V2
C2 V2 C2
Surve R3
6„
02 - --
�
Point
Exist
Exist. 02
�X`St
Fx s t.
Q
�
a
—'
----- ----
14"
4
D1 U
—_
U T
USE TYPICAL SECTION NO. 1
E5
14'� D1 E5
-LALT- Sta. 13+50.00 TO 14+00.00
�o
GRADE TO THIS LINE
GRADE TO THIS LINE
MILL AND RESURFACE EXIST. -LALT- w/ C2 & V2
�@
TYPICAL SECTION
NO. 1
-LALT- STA. 12+00.00 TO 13+50.00
-LALT- STA. 66+10.00 TO 67+60.00

@
1.5" TYPE S9.513
C4
3" TYPE S9.56
C3
VARIABLE DEPTH S9.5B
D1
4" TYPE I19.OB
D2
VARIABLE DEPTH TYPE I19.OB
El
3" TYPE B25.OB
E2
4" TYPE B25.OB
E3
5" TYPE B25.OB
E4
5.5" TYPE B25.OB
E$
7" TYPE B25.OB
Eb
VAR. DEPTH TYPE B25.OB
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
RI
PROP. 1'6" CONC. CURB AND GUTTER
R2
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Vj
PROP. 1.5" ASPHALT MILLING
PROP. 3" ASPHALT MILLING
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
C OTHERWISE NOTED.
Q
T
a
ro
z�
i
mo
�d
-LALT-
PROJECT REFERENCE NO.
SHEET NO.
U-3308
I 2-A
RNJ SHEET NO.
OADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
E PLANS
® W ACQUISITION
INCOMPLE
DO NOT USE FOR I
1 33' 44' 10'
2' 14' 11' 1 11' 14' 1 V 2'
5 13' +/- 5
Vqr, 2; S R3 C2 D1 $„ C2 Grade C24 C2 Dl R3 „ S 2;1 to q .�
t° b ofnt 18 -6" v ar
See X-Sections ;�4' 02 p 02 �� p2 V See X-Sections
v°r•2'� to - -- - ------ -- - ar 2.7 to
4:I
T li I�6„ W b„
-11 El AU U W El T
J1
USE TYPICAL SECTION NO. 2
GRADE TO THIS LINE -LALT- Sta. 14+00.00 TO Sta. 15+00.00
TYPICAL SECTION NO. 2
-LALT-
10'
VAR. 33' TO 35' VAR. 33' TO 35'
10'
1'
6' 2'
14' 11' 1 ' 11' 14'
2' 3' 6' 1'
VAR. 1 - 16'
@1 '
V°r 2:7 t°
S R3
C2 Dl Grade C2 Dl
R3 S 2;1 to 4.1
See X-Sections�.�4'
to
02 -I
02 18„ oint 02
b v
�i l� C2aV See X-Sections
4r 2.
21
7 t°
aC
� b"
4: 7
T
E1 GRADE TO THIS LINE
T
E1
AAUSE
TYPICAL SECTION N0. 3
TYPICAL SECTION NO. 3
-LALT- Sta. 15+00.00 TO Sta. 15+56.45 (Begin Bridge)
-LALT- Sta. 17+35.70 (End Bridge) TO Sta. 20+90.00
* MEDIAN TAPER STA. 19+28.00 TO 20+70.00 -LALT-
@ -LALT- STA. 22+58.00 TO 25+00.01

@
1.5" TYPE S9.513
C?
3" TYPE S9.56
C 3
VARIABLE DEPTH S9.5B
D1
4" TYPE I19.OB
DZ
VARIABLE DEPTH TYPE I19.OB
@
3" TYPE B25.OB
E2
4" TYPE B25.013
E3
5" TYPE 625.013
E4
5.5" TYPE B25.OB
E5
7" TYPE B25.OB
Eb
VAR. DEPTH TYPE B25.OB
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
Rj
PROP. 1'6" CONC. CURB AND GUTTER
RZ
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
V1
PROP. 1.5" ASPHALT MILLING
@
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
See X-Sections
I I#
a
1' 6' 3' 2'
1'# o
Prop.
S R3 w
-
Handrail 2cm
-I
C
= T 6„
Q•a -
LO N Brick
IZ W 3 Pavers
Use With Typical Section # 4
# Sta. 37+32.00 to 40+30.00 Lt. -LALT-
# Sta. 46+73.00 to 48+71.00 Rt. -LALT-
Sta. 50+00.00 to 52+50.00 Rt. -LALT-
Sta. 58+25.00 to 59+00.00 Rt. -LALT-
-LALT-
Uh/AUt IU INIO L11Vt
TYPICAL SECTION NO. 4
Use With Typical Section # 4
Sta. 36+40.00 to 38+15.00 -LALT-
1/1
PROJECT REFERENCE NO.
SHEET NO.
U-3308
2-B
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINA4RY PLANS
DO NOT USE F014 CONSTRUCTION
4 :1
See X-Sections
2•� fo
4:7
rs�* USE TYPICAL SECTION NO. 4
-LALT- Sta. 20+90.00 TO 22+58.00
-LALT- Sta. 25+00.01 TO 41+24.64
LALT- Sta. 41+24.64 TO 48+36.77 Lt
-LALT- Sta. 41+24.64 TO 46+73.00 Rt
-LALT- Sta. 48+36.77 TO 64+35.00 Lt
-LALT- Sta. 46+73.00 TO 64+35.00 Rt
**NOTE: BEGIN BRICK PAVERS NORTH OF THE -LALT- (ALSTON AVE)
AND-Y4-/-Y5- (MAIN ST) INTERSECTION. END BRICK PAVERS
SOUTH OF THE -LALT- (ALSTON AVE) AND-Y14-/-Y15- (TAYLOR ST).
18'
* 16'
1'
6' 11'
2'
o
* 9'
Sta.
31+82.98
to
31+98.22
Rt.
-LALT-
Sta.
36+84.27
to
37+02.08
Rt.
-LALT-
S
Lu
# Sta.
41+03.96
to
41+19.84
Lt.
-LALT-
>.
4:7
�C Sta.
Sta.
41+10.30
48+36.77
to
to
41+24.64
48+53.77
Rt.
Lt.
-LALT-
-LALT-
k:1
02
6"
Sta.
Sta.
49+03.52
53+73.72
to
to
49+19.96
53+93.72
Rt.
Lt.
-LALT-
-LALT-
1 �o
Sta.
53+74.33
to
53+94.15
Rt.
-LALT-
Brick T
Sta.
56+72.59
to
56+87.72
Lt.
-LALT-
#
Sta.
57+51.51
to
57+64.43
Rt.
-LALT-
Pavers
6"
Sta.
63+30.32
to
63+45.23
Lt.
-LALT-
Use With Typical Section # 4

C
p
CI
1.5" TYPE S9.5B
C2
3" TYPE S9.513
C3
VARIABLE DEPTH S9.5B
DI
4" TYPE I19.OB
D2
VARIABLE DEPTH TYPE I19.013
El
3" TYPE B25.OB
E2
4" TYPE B25.06
E3
5" TYPE B25.OB
E4
5.5" TYPE B25.013
E5
7" TYPE B25.06
E6
VAR. DEPTH TYPE B25.OB
JI
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
RI
PROP. 1'6" GONG. CURB AND GUTTER
R2
EXIST. 2'6" GONG. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Vl
PROP. 1.5" ASPHALT MILLING
Y2
PROP. 3" ASPHALT MILLING
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
PROJECT REFERENCE NO.
SHEET NO.
U-3308
I 2-C
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINAP,Y FLANS
DO NOT USE FOR CONSTRUCTION
-LALT-
10' 2' Var. 33' to 23' 18' +/- 2' 10,
2' 5 A
V Cal 2' I to R3 C2 D118„ Grade C2 D1 R3 aC No A
02 6 r 02 o i n� _§ �
to �- 02 v Vqr.
2• I 2t � S T S ° 4:I
N Pavers
GRADE TO THIS LINE �- Brick s
T
6 Jl El El A
USE TYPICAL SECTION NO. 5
TYPICAL SECTION NO. 5
GL -Y- Pettigrew St.
8' Var 43' to 37' F-F 81
* 6'
2' Var. 19' 6" to 16' 6" Var. 19' 6" to 16' 6" 2'
Grade * * Var. 16'-1' 5
oint
4r' 2:7 t R3 W Cl Vl Vl Cl W C2 Dl R3
See X-Sections 4. 02 C2 D1 02
,{o ---- 02-- --- 02
E2 U U E2
GRADE TO THIS LINE
TYPICAL SECTION NO. 6
-LALT- Sta. 64+35.00 TO 66+10.00
**NOTE: BEGIN BRICK PAVERS NORTH OF THE -LALT- (ALSTON AVE)
AND -Y22- (HOLLOWAY ST) INTERSECTION. END BRICK PAVERS
-LALT- 66+10.00 (END OF PROJECT).
See X-Sections
I f_
USE TYPICAL SECTION NO. 6
-Y- Pettigrew St. Sta. 12+00.00 to 15+00.00
-Y- Pettigrew St. Sta. 20+50.00 to 24+50.00
* Use 6' Berm Rt. Sta. 21+25.00 to 22+75.00
**NOTE: TRANSITION BETWEEN EXISTING PAVEMENT
AND TYP. SECTION NO. 6 USING V1 AND C1 AT
-Y- STA. 11+50 TO STA 12+00
-Y- STA. 24+50 TO STA. 25+00

Cl
1.5" TYPE S9.5B
CZ
3" TYPE S9.5B
C 3
VARIABLE DEPTH S9.5B
4" TYPE I19.OB
02
VARIABLE DEPTH TYPE I19.013
E1
3" TYPE B25.OB
E2
4" TYPE B25.OB
E3
5" TYPE B25.013
E4
5.5" TYPE B25.OB
E5
7" TYPE 325.013
E6
VAR. DEPTH TYPE B25.013
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
RI
PROP. 1'6" CONC. CURB AND GUTTER
RZ
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
V1
PROP. 1.5" ASPHALT MILLING
OPROP.
3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
See X
Se
X-
NOTE: ALL SLOPES ARE 1:1 UNLESS See X—SI
OTHERWISE NOTED.
J
I$ -Y- Pettigrew St.
o, Al' C C 4
TYPICAL SECTION NO. 7
-Yl- Angier Avenue
-Y2- Angier Avenue
* 37' F-F
TYPICAL SECTION NO. 8
Ct-Y3- Gann St.
�n, An' C C in,
TYPICAL SECTION NO. 9
PROJECT REFERENCE NO. SHEET NO.
U-3308 2-D
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT USE FO t CONSTRUCTION
Sections
USE TYPICAL SECTION NO. 7
-Y- Pettigrew St. Sta. 15+00.00 to Sta. 16+27.05(Begin Bridge)
-Y- Pettigrew St. Sta. 17+84.55(End Bridge) to Sta. 20+50.00
USE TYPICAL SECTION NO. 8
*-Y1- Angier Avenue Sta. 11+00.00 to 12+10.32
Sections
-Y2- Angier Avenue Sta. 10+76.99 to 11+00.00
X—Sections USE TYPICAL SECTION NO. 9
-Y3- Gann St. Sta. 10+65.00 to 11+79.87

C1
1.5" TYPE S9.513
C2
3" TYPE S9.51B
C 3
VARIABLE DEPTH S9.51B
D1
4" TYPE I19.06
D2
VARIABLE DEPTH TYPE I19.OB
E1
3" TYPE B25.OB
E2
4" TYPE B25.013
E3
5" TYPE 625.013
E4
5.5" TYPE B25.OB
E5
7" TYPE B25.06
Eb
VAR. DEPTH TYPE B25.06
Jj
6" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
R1
PROP. 1'6" CONC. CURB AND GUTTER
R2
EXIST. 2'6" GONG. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
VI
PROP. 1.5" ASPHALT MILLING
OPROP.
3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
C
p
Use in Conjunction With -Y3- Resurfacing
Sta. 9+99.63 to 10+65.00 Rt
Se
X-
See X—Sec
-Y3-
Gann St.
-Y3A-
Chatham
St.
*40' F-F
Exist.
42' F-F +/-
8'
*18'
*18'
2'
19'
+/-
19' +/-
2'
b
S-U
V1 C1 Point
C7
V1
' S'
8I R3
Exist.
Exist
Exist
0.
T21—T
U
1J"
D1
I
I T
E2
GRADE TO THIS LINE
TYPICAL SECTION NO. 10
—Y3A— Chatham St.
TYPICAL SECTION NO. 10A
-Y4- Main St.
TYPICAL SECTION NO. 11
PROJECT REFERENCE NO.
SHEET NO.
U-3308
I 2-E
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINo fY PLANS
DO NOT UMFO of
See X-Sections
USE TYPICAL SECTION NO. 10
* -Y3- Gann St. Sta. 9+99.63 to 10+65.00 (see insert)
-Y3A- Chatham St. Sta. 10+00.00 to 11+50.00
NOTE: USE 8
AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT
Sections
USE TYPICAL SECTION NO. 10A
-Y3A- Chatham St. Sta. 11+50.00 to 12+31.63
X—Sections
USE TYPICAL SECTION NO. 11
-Y4- Main St. Sta. 10+60.49 to 11+00.00

CI
1.5" TYPE S9.56
C4
3" TYPE S9.5B
C3
VARIABLE DEPTH S9.5B
DI
4" TYPE I19.OB
D2
VARIABLE DEPTH TYPE I19.013
EI
3" TYPE B25.OB
E2
4" TYPE B25.06
E3
5" TYPE 325.06
E4
5.5" TYPE B25.OB
E5
7" TYPE 325.06
E6
VAR. DEPTH TYPE 325.013
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
R1
PROP. 1'6" CONC. CURB AND GUTTER
R2
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
yj
PROP. 1.5" ASPHALT MILLING
V2
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
ASPHALT WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
See X-Sections
See X-S(
(; * -Y4- Main St.
�C -Y16- Hopkins St.
*40' F-F
3n' F-F
Dl
GRADE TO THIS LINE
-Y5- Main St.
-Y15A-*
-3 A / C C
TYPICAL SECTION NO. 13
PROJECT REFERENCE NO.
SHEET NO.
U-3308
2-F
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
Y PLANS
VONSTRUCTION
PRELIMINA
DO NOT USE FOR
i
i
�Ek�st
USE TYPICAL SECTION NO. 12
* -Y4- Main St. Sta. 11+00.00 to 12+45.00
-Y16- Hopkins St. Sta. 11+40.00 to 11+85.00
(No Sidewalk or 8on -Y16-)
NOTE: USE V1 AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT
-Y6- Morning Glory Ave.*
(' -Y7- Morning Glory Ave.
'C -Y11- Franklin St#
6' 32' F-F 6'
4'* 2, 28' F-F 2, 4
14' 14' 5'
# 12' # 12' 6„
Yor• 2: T R3 C2 Point C2 R3 T
See X-Sections to 4: 7 _ v
�o A 02 02 02 02
7
E2 GRADE TO THIS LINE E2 S *
TYPICAL SECTION NO. 14
Sections
USE TYPICAL SECTION NO. 13
-Y5- Main St. Sta. 10+96.85 to 11+55.00
* -Y15A- Sta. 10+60.00 to 10+80.00
-Y15A- NO SIDEWALK
See X-Sections
t
USE TYPICAL SECTION NO 14
*Y6- Morning Glory Ave. Sta. 10+18.98 to 11+55.00
-Y7- Morning Glory Ave. Sta. 10+97.67 to 12+50.00
# Y11- Franklin St. Sta. 10+76.87 to 10+90.00
Resurface -Y6- from 11+55.00 to 11+65.00 w/ C2

CI
1.5" TYPE S9.5B
C4
3" TYPE S9.5B
C3
VARIABLE DEPTH S9.513
DI
4" TYPE I19.013
D2
VARIABLE DEPTH TYPE I19.06
E1
3" TYPE B25.OB
E2
4" TYPE 325.06
E3
5" TYPE B25.OB
E4
5.5" TYPE 625.06
E5
7" TYPE B25.OB
E6
VAR. DEPTH TYPE 625.013
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
PROP. 1'6" GONG. CURB AND GUTTER
R4
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Y�
PROP. 1.5" ASPHALT MILLING
V2
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
2:7
A-.
Min. 4' 6"
See X Sects
-Y8- Worth St. &
-Y9- Worth St. *
-Y10- Franklin St.
-Y12- Wall St.
* 28' F-F
Min. 4' 6"
See X-Se ts.
-
zu, r-r
& 5'
2'
8'
8'
2'
4'
4'
�C12'
C2
02 7„ A
*12'
Point C2
02
T
02
T
02
S
GRADE TO THIS LINE
� � S
2:1
4:7
R3 E2 E2 R3
Min. 4' 6"
See X-Sects.
2'
*5
41 Var
:2::7A
S
Dl
GRADE TO THIS LINE
4'
C
a
a
CL
�3
0
T
R3
02
w
66 I
-Y8- Worth St. *
-Y10- Franklin St.
Y12- Wall St.
Min. 4' 6"
20' F-F See X-Sects
4, 11,
PROJECT REFERENCE NO.
SHEET NO.
U-3308
I 2-G
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY PLANS
W NOT USE FOR ONSTRUCTION
USE TYPICAL SECTION NO. 15
& -Y8- Worth St. Sta. 10+14.08 to 12+55.00
* -Y9- Worth St. Sta. 10+92.59 to 11+25.00
-Y10- Franklin St. Sta. 10+29.46 to 10+90.00
-Y12- Wall St. Sta. 10+51.06 to 10+80.00
NO PROPOSED SIDEWALK ON -Y9-
Resurface -Y9- from Sta. 11+25 to 11+35 with 8
02 USE TYPICAL SECTION NO. 16
Exist _ — — — — — _Exist_ _ 4:7 *-Y8- Worth St. Sta. 12+55.00 to 13+89.00
-Y10- Franklin St. Sta. 10+90.00 to 14+05.00
S -Y12- Wall St. Sta. 10+80.00 to 14+20.00
D1�
GRADE TO THIS LINE NOTE: USE V1 AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT
TYPICAL SECTION NO. 16
-Y14- Taylor St.
ten, r r
2' 17' 17' 2'
T
R3
C2
02
r
in, C2
02
R3
T
i
��-
GRADE TO THIS LINE
6� L
E2 U E2 U
TYPICAL SECTION NO. 17
ti
USE TYPICAL SECTION NO. 17
USE WITH TYPICAL SECTION NO. 17
-Y14- Taylor St. Sta. 10+50.00 to 11+08.00 Lt.
-Y14- Taylor St. Sta. 10+82.21 to 11+40.00

CI
1.5" TYPE S9.5B
C4
3" TYPE S9.5B
C3
VARIABLE DEPTH S9.5B
4" TYPE I19.0B
D2
VARIABLE DEPTH TYPE I19.0B
EI
3" TYPE B25.0B
E2
4" TYPE B25.0B
E3
5" TYPE B25.0B
E4
5.5" TYPE B25.0B
E5
7" TYPE B25.0B
E6
VAR. DEPTH TYPE B25.0B
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
Rj
PROP. 1'6" GONG. CURB AND GUTTER
RZ
EXIST. 2'6" GONG. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Y1
PROP. 1.5" ASPHALT MILLING
@
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
ASPHALT WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
-Y15- Taylor St.
TYPICAL SECTION NO. 18
-Y18- Liberty St.
TYPICAL SECTION NO. 19
-Y18- Liberty St.
TYPICAL SECTION NO. 20
USE TYPICAL SECTION NO. 18
-Y15- Taylor St. Sta. 10+65.03 to 16+20.00
PROJECT REFERENCE NO.
SHEET NO.
U-3308
I 2-H
RNJ SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
4.5'
`~ 2 ' * Va r.
m
Lu Prop.
R3 S Handrail
02
6� C
T a a
Cie
Use With Typical Section # 18
�cSta. 48+71.00 Rt. -LALT-
to Sta. 10+79.00 -Y15-
Sta. 10+79.00 to 11+25.00 Rt. -Y15-
USE TYPICAL SECTION NO. 19
-Y18- Liberty St. Sta. 10+20.00 to 13+22.97
-Y18- Liberty St. Sta. 14+45.35 to 15+15.00
USE TYPICAL SECTION NO. 20
-Y18- Liberty St. Sta. 15+15.00 to 16+30.00
TRANSITION TO TYPICAL NO. 21:
-Y18- Liberty St. Sta. 16+30.00 to 17+05.00

@
1.5" TYPE S9.513
C2
3" TYPE S9.56
C 3
VARIABLE DEPTH S9.56
pj
4" TYPE I19.013
DZ
VARIABLE DEPTH TYPE I19.OB
E1
3" TYPE B25.013
E2
4" TYPE B25.013
E3
5" TYPE B25.OB
E4
5.5" TYPE B25.OB
E5
7" TYPE B25.OB
Eb
VAR. DEPTH TYPE B25.013
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
RI
PROP. 1'6" CONC. CURB AND GUTTER
RZ
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Vl
PROP, 1.5" ASPHALT MILLING
@
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
C NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
p
See X-Sei
611
Vor 2. 7 to
4;
See X-Sec�
ctions
�oc•2
-Y18- Liberty St.
TYPICAL SECTION NO. 21
PROJECT REFERENCE NO.
SHEET NO.
U-3308
2-1
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMIN4kRY
DO NOT USE P
PLANS
R CONSTRUCTION
USE TYPICAL SECTION NO. 21
NOTE: USE 8AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENTI
-YC- Access Rd.
-Y16- Hopkins St.
Y17- Hopkins St.
-Y21- Eva St. �c
--' —' —Ac
TYPICAL SECTION NO. 22
Y22- Holloway St.
'1d' An' *F—F
- I- I W I I u v --
TYPICAL SECTION NO. 23
-Y22- Holloway St.
34' F-F
Exist. 15' 15'
2'
6' 14' ni_
R2 V3 Cl Vl Exist.Est.
U
USE TYPICAL SECTION NO. 24 /
USE TYPICAL SECTION NO. 22
X-Sections -Y16- Hopkins St. Sta. 10+51.06 to 11+40.00
-Y17- Hopkins St. Sta. 10+45.70 to 11+45.00
�C -Y21- Eva St. Sta. 10+54.93 to 11+25.00
# -YC- Access Rd. Sta. 10+00.00 to 10+66.37
USE TYPICAL SECTION NO. 23
See X-Sections -Y22- Holloway St. Sta. 13+00.00 to 13+50.36
4.7 * -Y22- Holloway St. Sta. 15+10.34 to 16+00.00
5' +/-
2'
2
02
voC 2:110 �"1
V See X-Sections
USE TYPICAL SECTION NO.
24
-Y22- Holloway St. Sta. 12+76.50 to
13+00.00
ar ?;�
to 4:7
Resurface with C1 from 12+55.00 to
12+76.50
:2
T
NOTE: USE V1 AS
DIRECTED BY ENGINEER TO TIE TO EXIST.
PAVEMENT
TO
THIS
LINE

@
1.5" TYPE S9.513
C2
3" TYPE S9.5B
C 3
VARIABLE DEPTH S9.5B
4" TYPE I19.OB
D2
VARIABLE DEPTH TYPE I19.0B
E1
3" TYPE B25.0B
E2
4" TYPE B25.013
E3
5" TYPE B25.013
E4
5.5" TYPE 325.06
E5
7" TYPE B25.013
Eb
VAR. DEPTH TYPE 325.06
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
Rj
PROP. 1'6" CONC. CURB AND GUTTER
R2
EXIST. 2'6" GONG. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
Vj
PROP. 1.5" ASPHALT MILLING
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
Vor 2•
See X-Sections
-Y22= Holloway St.
%A"r%UL I v 1111v L11VL
USE TYPICAL SECTION NO. 25
PROJECT REFERENCE NO.
SHEET NO.
U-3308
1 2-1
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
RO NOT USE FO CONSTRUCTION
o
2 •� �
See X-Sections
or 2,USE TYPICAL SECTION NO. 25
-Y22- Holloway St. Sta. 16+00.00 to 16+90.00
-Y22- Holloway St.
32' F-F
14' 14' 6'
2' 2'
6' 1'
R2 V3 C1 V1 Soine I I 2 R3 �- vat 2.A to A"A
eil5t. Exist. Exist. Exist. — 02 Vpr see x-sections
U U ���-• DI T S USE TYPICAL SECTION NO. 25A
E2
GRADE TO THIS LINE -Y22- Holloway St. Sta. 16+90.00 to 17+90.00 Rt.
USE TYPICAL SECTION NO. 25A -Y22- Holloway St. Sta. 17+90.00 to 18+40.00 Lt. (Opposite Hand)
NOTE: USE V1 AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT
2'
R2
Exist.
EX�St'
i
i
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
p
-Y13- Wall St. Cul-de-sac
VAR. 58' to 28' F-F 4'
12' VAR 42' to 12' 2'
6' 12' VAR.30'
to 0'
V3 V1 C1 Point C1 V1 C2 R3 T
Exist. Exist. 02
E2
GRADE TO THIS LINE
USE TYPICAL SECTION NO. 26
USE TYPICAL SECTION NO. 26
-Y13- Wall St. Cul-de-sac Sta. 10+60.00 to 11+22.00
NOTE: USE V1 AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT

C1
1.5" TYPE S9.513
C2
3" TYPE S9.5B
C 3
VARIABLE DEPTH S9.56
Dl
4" TYPE I19.06
D2
VARIABLE DEPTH TYPE I19.OB
E1
3" TYPE B25.OB
E2
4" TYPE B25.OB
E3
5" TYPE B25.013
E4
5.5" TYPE B25.08
E5
7" TYPE B25.OB
Eb
VAR. DEPTH TYPE B25.OB
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
Rl
PROP. 1'6" CONC. CURB AND GUTTER
R4
EXIST. 2'6" GONG. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
V1
PROP. 1.5" ASPHALT MILLING
OPROP.
3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
c NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
a
-o
r,
—Y20— Eva St. Cul—de—sac
2'
VAR 41' to 1 V 11'
2'
VAR.30'
11'
to 1'
6'
T
R3
C2
V1 Cl
nntCl V3R2Exist.Exist.
E2
GRADE TO THIS LINE
L' �J U
TYPICAL SECTION NO. 27
PROJECT REFERENCE NO.
SHEET NO.
U-3308
2-K
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY PLANS
DO NOT USE FORA CONSTRUCTION
_Exist_
f,
\ \ USE TYPICAL SECTION NO. 27
-Y20- Eva St. Cul-de-sac to Sta. 10+25.00 to 10+85.00
NOTE: USE 8
AS DIRECTED BY ENGINEER TO TIE TO EXIST. PAVEMENT
—R1—
6' VAR. 20' +/— to 37' F—F 6'
2' 16.5' 16.5' 2'
VAR. 1' to 16.5' 1'
r
T R3 C2 Cl W Point Cl W C2 #R3
s 02 02 02 02
veeXSe�t,or t
--- ----
5 ?. USE TYPICAL SECTION N0. 28
D1 D1 -R1- Sta. 11+00.00 to 14+23.67
E4 12.5" U 12.5" E4 T
GRADE TO THIS LINE - GRADE TO THIS LINE
TYPICAL SECTION NO. 28
Guardrail Placed @ Face of Curb and Gutter Along -R1- Rt.
6'
2'
1'
T R3 C:
02
E3 C
GRADE TO THIS LINE
—R2-
20' F—F
0
8' 2'
1� 6„
C1 Point " C1 C2 R3
Exist _ _ _ _ _ _ _ Exist.
D1 T
�12" U U 12" E3
GRADE TO THIS LINE
USE TYPICAL SECTION NO. 29
-R2- Sta. 10+69.54 to 11+00.00

@
1.5" TYPE S9.513
CZ
3" TYPE S9.5B
C3
VARIABLE DEPTH S9.5B
4" TYPE I19.013
�2
VARIABLE DEPTH TYPE I19.06
E1
3" TYPE B25.OB
E2
4" TYPE B25.OB
E3
5" TYPE B25.OB
E4
5.5" TYPE B25.013
E5
7" TYPE B25.OB
Eb
VAR. DEPTH TYPE B25.OB
J1
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
RI
PROP. 1'6" GONG. CURB AND GUTTER
RZ
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" GONG. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
V1
PROP. 1.5" ASPHALT MILLING
V2
PROP. 3" ASPHALT MILLING
V3
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
PROJECT REFERENCE NO. SHEET NO.
U-3308 2-L
-R3- P W SHEET NO.
�J ROADWAY DESIGN HYDRAULICS
—R5— ENGINEER ENGINEER
*VAR 24' — 20' F—F
6' 20' F—F +/— 6
2' 8' * VAR 12' - 8' 2' PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
8'
Grade
T C2 Point C2 R3
.1 to;� 02 02 02 02 Vo
v or X $eGt`Ors
See R3 E3 D1 �, " E3 Dl T
� hS
GRADE TO THIS LINE
TYPICAL SECTION NO. 30
USE TYPICAL SECTION NO. 30
�C-R3- Sta. 10+85.34 to 11+50.00
—R3— (SEE PLANS FOR TAPER)
-R5- Sta. 10+91.69 to 11+50.00
Guardrail Placed @ Face of
6' 20' F—F 6' Curb and Gutter Along -R3- Lt. & Rt.
2' 8' 8' 2'
Var. 1' to 16' 1,
Grade
T R3 C2 Cl Point Cl y� C2 R3
;1 t° 1 02 02 02 02 V4
°r.2 Seax0vN5 —-------- ~
e>a :o
— — Se ?'
SeeX -- ------
D1 S
E3 Dl e
12„ U 2' E3 T c�,o
1
GRADE TO THIS LINE hs
GRADE TO THIS LINE
TYPICAL SECTION NO. 31
USE TYPICAL SECTION NO. 31
-R3- Sta. 11+50.00 to 13+60.00
kL—R4-
6' 2' Var. 16' to 21' 2' 6'
1' Grade 1 6„
R3 oint Cl W C2 R3
6" H
to Ir
v or' SeatxO�s — — — — — — — `S'eo �•�
See X T D1,
12" E3 DI U 12' E3 T c/91)s
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 32
USE TYPICAL SECTION NO. 32
-R4- Sta. 11+38.00 to 12+30.00

C1
1.5" TYPE S9.5B
C2
3" TYPE S9.513
C3
VARIABLE DEPTH S9.513
DI
4" TYPE I19.013
D2
VARIABLE DEPTH TYPE I19.013
EI
3" TYPE B25.OB
E2
4" TYPE B25.OB
E3
5" TYPE B25.OB
E4
5.5" TYPE B25.OB
E5
7" TYPE 325.06
Eb
VAR. DEPTH TYPE B25.06
Jj
8" AGGREGATE BASE COURSE
OCLASS
IV SUBGRADE STABILIZATION
OGEOTEXTILE
FOR SOIL STABILIZATION
Rj
PROP. 1'6" CONC. CURB AND GUTTER
RZ
EXIST. 2'6" CONC. CURB AND GUTTER
R3
PROP. 2'6" CONC. CURB AND GUTTER
R4
PROP. CONCRETE ISLAND
OPROPOSED
CONCRETE SIDEWALK
OEARTH
MATERIAL
OEXISTING
PAVEMENT
PROP. 1.5" ASPHALT MILLING
V2
PROP. 3" ASPHALT MILLING
PROP. ASPHALT MILLING VARIABLE
OASPHALT
WEDGING (SEE DETAIL)
NOTE: ALL SLOPES ARE 1:1 UNLESS
OTHERWISE NOTED.
-CSXN-
-EXCSX-
15' 15'
Grade (
7„ Point at top of rail)
8„
R T
_
O2 BALLAST jBALLAST8"
02
SUB -BALLAST SUB -BALLAST
GRADE TO THIS LINE
4' I 2'
COMMON
-NSN- -NSS-
14' Variable 14'
Grade r (at top of rail)
12" (at F11top of rail) Point
12"
8„ 8„ 7„
TIE T RAI
02 BALLAST BALLAST BALLAST BALLAST 02
SUB -BALLAST SUB -BALLAST
GRADE TO THIS LINE
12"
TYPICAL SECTION NO. 34
NSD2-
-SW2-
14' 14' 4' 2'
7" Po (at top of rail;
12"
8 "
_ TIE _
O`Z BALLAST BALLAST 02
SUB -BALLAST SUB -BALLAST
GRADE TO THIS LINE
PROJECT REFERENCE NO.
SHEET NO.
U-3308
2-M
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMIN
DO NOT USE FO
RY PLANS
CONSTRUCTION
USE TYPICAL SECTION NO. 33
-CSXN- Sta. 13+00.00 to BRIDGE
-CSXN- Sta. BRIDGE to 24+00.00
-EXCSX- Sta. 10+00.00 to 12+52.28
NOTE: ALL WORK ABOVE SUB -BALLAST TO BE PLACED BY OTHERS.
4' 2'
USE TYPICAL SECTION NO. 34
-NSN- Sta. 12+00.00 to BRIDGE
-NSN- Sta. BRIDGE to 30+40.00
-NSS- Sta. 11+90.00 to BRIDGE
-NSS- Sta. BRIDGE to 30+40.00
NOTE: ALL WORK ABOVE SUB -BALLAST TO BE PLACED BY OTHERS.
USE TYPICAL SECTION NO. 35
1 -NSD2- Sta. 10+00.00 to BEGIN BRIDGE
-NSD2- Sta. END BRIDGE to 28+41.37
-SW2- Sta. 10+00.00 to 14+33.78
NOTE: ALL WORK ABOVE SUB -BALLAST TO BE PLACED BY OTHERS.

'
PROJECT REFERENCE NO. SHEET NO.
U-3308 2-N
ij
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
END BRIDGE
BEGIN BRIDGE
END APPROACH SLAB
-LACY- Sta. 17 + 35.70
-Y- Sta. 16 + 27.05
END BRIDGE
-Y- Sta. 18+08.71
BEGIN APPROACH SLAB �c
-Y- Sta. 17 + 84.55
-LALT- Sta. 15 + 32.29 a
Guarodrail
ShopCurved
330' R
Guardrail Type -III
�,
Pro .
ype-III Guardrail
to
Pro . 5' Conc. Sidewalk
Type -III Prop. 5' Conc. SidewalkTIT
Pro 2'6"
Prop. 2'b" �i
°
N -Y- ° �O S 61 55' 07.0" E
LL Prop. 2'6"
Prop. 2'b C&G
C&G ch
LL CV) M
u. —LACY—
b' R 12'
Prop. Conc.
C&G �
^ o pp
N
C+7 C&G
j� N 21°40' 00
20.0" E 00
Island
04
Lq
Prop. 5' Conc
Sidewalk Prop. Type -III
Guardrail
�
Type -III Pro rop. 5' Conc.
o a
Guardrail Sidewalk
Prop. 2'6"
�
N 21 0' E -R4-
3
C&G
Prop. 2'6"
Pro . 5'
C&G
�'
Conc. idewal
�C
Type -III a
END APPROACH
SLAB
BEGIN
APPROACH SLAB
`0 a3i
-LALT-
Sta. 17 + 59.86
-Y-
Sta. 16 + 02.89
BEGIN BRIDGE /-R4-
POT STA.10+00.00
-LALT- Sta. 15 + 56.45 -LALT-
POT STA. 17+40.00
31' RT.
DETAIL SHOWING PAVEMENT -BRIDGE RELATIONSHIP FOR STRUCTURE
DETAIL SHOWING
PAVEMENT -BRIDGE RELATIONSHIP FOR STRUCTURE
ON -Y-
ON -LALT- NC 55 (ALSTON AVE) OVER -YA-
I
(NC 147/ I.L. Buck
Dean Freeway)
NOT TO SCALE
(PETTIGREW ST.) OVER -LALT- (ALSTON AVE.)
NOT TO SCALE
NOTE: PROPOSED -Y- (PETTIGREW STREET)
BRIDGE WILL BE CONSTRUCTED USING
AN OFFSITE DETOUR TO MAINTAIN
a
Q
TRAFFIC DURING CONSTRUCTION
m
Qro
a3
�o
a�

0
PROJECT REFERENCE NO. SHEET NO.
U-3308 2-0
`/.�
-LALT-
�IGN SHEET NO.
Design
Data —LACY—
W
LL
ROADWAY HYDRAULICS
ENGINEER ENGINEER
glg,
2014 ADT
21,100 vpd
2035 ADT
28,400 vpd
38' 6"
49' 6"
D =
55%
5'-6" 16'
11'
1 ' 11'
14' 13' 5'-6"
FPRELIMIN RY PLANS
DHV =
9%
Sidewalk
Sidewalk
DO NOT USE FO CONSTRUCTION
TTST =
1%
2
Conc. Parapet w/
2'�{
Point
DUAL =
6%
Metal Rail
'
V =
35 MPH and
Chain Link Fence 02
0
02 2
Conc. Parapet w/
Metal Rail
FUNC. CLASS.
ARTERIAL
and Chain Link Fence
TYPICAL OF STRUCTURE ON -LALT- NC 55 OVER -YA- NC 147
-LALT-
i -LALT-
38' 6"
8�
29'
5' 6" 31' 7" +/-
2, 34'
2' 8 3✓4°
29' 9' b"
11' 11L� 2,1
49' 6"
Conc. Parapet w/
2 1' --
r
Conc. Parapet w/
Sidewalk
Two Bar
Grade
Conc. Parapet w/
1'
Point
2 gar
Two Bar
Metal
Rail
02 02
��
Metal
Rail
oint
02 Metal
Rail
Exist. Structure
�_
_____02__
Stage 1 Construction_
Stage 1 Construction
Anchored
— — — — — —
—
— — -
Anchored
Stage 2 Construction
Barrier
Barrier
STAGE 1 CONSTRUCTION OF NC 55 STRUCTURE
STAGE 2 CONSTRUCTION OF NC 55
STRUCTURE
STAGE 3 COMPLETE SIDEWALK ON
EAST SIDE OF NC 55 STRUCTURE
—YA—
(NC 147)
516
36'
40
32'
7'
* Min.
Min.
20'
20'
24'
8'
10'
4'
10'
4'
Exist.
Guardrail G -
6
Exist. Guardrzllz
* NEED FOR COLUMN TO BE DETERMINED BY STRUCTURE DESIGN
it
Exist.
Exist.
@ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT
Exist _— _—
Exist. _ — _ r— Exist.
EX�st• —
_ _ =Exist_
Exist.
a
—
Remove and Reset
— —
MINIMUM CLEARANCE 16'-6"
Exist. 2'6" C&G
Existing Median Guardrail
Exist. 2'6" C&G
�o
61' 6"
59'
a@
Na
TYPICAL SECTION OF -YA-
NC
147 UNDER STRUCTURE ON -LALT-
NC 5
�o
a�

CONIC PARAPET
W/2 BAR
METAL RAIL
L —Y—
48' 6"
eft Turn Lane
14' "
Grac
oln
2
1 ' 5'-6"
14' 2' Sidewalk
CONC PARAPET
W/2 BAR
02 02 METAL RAIL
TYPICAL OF STRUCTURE ON -Y- (PETTIGREW ST.) OVER -LALT- (NC 55)
N—S RR
PEDESTRIAN
SAFETY
RAILING
CL -NSN-
-NSS-
50'1 7"
25' 25'1 7"
11'
14'
Variable
Variable
10' 0"
mad
(Point
t i p�
of rails)
Ballast
Grade
(oln p
at to
7 of rails)
Future
rac
RAIL TIE
TYPICAL OF NORFOLK SOUTHERN RAILROAD STRUCTURE
OVER -LALT- (NC 55)
N—S RR
PEDESTRIAN
SAFETY
RAILING
BRIDGE WILL COMPLY WITH CURRENT NS STRUCTURE POLICIES.
rX12
CSX RR
PEDESTRIAN
SAFETY
RAILING
-CSXN-
/o
14'
14'
13' 0"
13' 0"
Grade
Po— mf—,
(at top
of rails)
Ballast
RAIL TIE
Design
Data —Y-
2015 ADT
6045 vpd
2035 ADT
7200 vpd
D =
55%
DHV =
10%
TTST =
1%
DUAL =
4%
V =
40 MPH
FUNC. CLASS. LOCAL
PROJECT REFERENCE NO.
SHEET NO.
U-3308
1 2-P
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY PLANS
DO NOT USE FO CONSTRUCTION
TYPICAL SECTION OF -LALT- (NC 55) UNDER STRUCTURES ON -Y- (PETTIGREW ST.) & RAILROADS
C SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT
MINIMUM VERTICAL CLEARANCE 15'-6" - SEE STRUC. PLANS FOR LOCATION
CSX RR STRUCTURE DESIGN TO COORDINATE WITH RAILROAD
PEDESTRIAN COMPANIES FOR TYPE OF PEDESTRIAN SAFETY RAILING
SAFETY
RAILING
TYPICAL OF CSX RAILROAD STRUCTURE
OVER -LALT- (NC 55)
BRIDGE WILL COMPLY WITH CURRENT CSX STRUCTURE POLICIES.

Proposed
Approach
Slab
P1 Sto 18+92.86
A = P56'115'(LT)
D = 0' 40 58-r
L = 27039'
T = 1352P
R = 8.00OAO'
SF = Afr
DETAIL OF -LALT- AND -R3-/- R4- INTERSECTION
& -LALT- AND -Y3- / R5- INTERSECTION
See Sheets 2-V Thru 2-Y for Curb Ramp Details
See Plan Sheet 4
PROJECT REFERENCE NO.
SHEET NO.
U-3308
1 2-0
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT CSE FOR CONSTRUCTION

�s
See Sheets
H"`�
U
2�X1 ,� q^/O NAD 83/95
r
ee Ptah vSh � y for C \ /
t 6 b R°mp 111,11, o�RSFC
-tails lop
OF
Se Sheets
q
See \X Thry 2- y Y4
�\ pRopoSFO p/pn for C �/� ys\
Sheet
,,or
vrb Romp �T �et�RSFC
DetailsT �p�l

o _ v
FT
♦ cl
� °he
P
OF em,s ti 6 s e
T, �0�2 �
•N HISI0 °P. Brig% Po Z
See Sheet See p/ y6SC�F Ri` o STRi�T
s 2,X an She � yj, i•,
T hra 2, y et 8 /NTFR$F 2a
for curb CTjON
Ramp °etai/
s
See
Sheets 2
see lhPr� 2, y fo
OF /an She curb Ram
r
e
T, ,4Nn t 70 p °etails
y74", y7s,
F'r�ST i/ NTFRSFc
S/O
3
l / \ PROP�F�

-LALT- POT Sta. 54+1671=
-Y16- POT Sto.10+03A7
8' Parking Lane \
4' Buffer
4' Bike Lane
Raised Grass Median
NProp. 1'6" Ci
ALSTON AVENUE
4' Bike Lane
4' Buffer
Prop. 8' Parking Lane
p
NC IoI
Do Not
'j
Distur
Vault
Tie to
Exist.
Si ewa
-LALT- POT Sto, 54+18.42=
o' P-F
F. ?Y
-Y17- POT
In
In
InU)R Pralk
1 o CR
I
Type
0
W
N
j8'
8' Parking Lane
TypoCR o
a
J—
4' Buffer
4' Bike Lane
2'R +
"r
_ N
^
+ ro
. 1'6" C&G +
6' Raised Grass Medi n ______
rap.
p
+I 2,R ^
N(V
N+
Paint
Type 1 r
+I
Striping
R CR
4' Bike Lane
B
t r
4'
Buffer
8' Parking Lane
1' R
u PROPOSED SIGNAL
0
CN Prop. Conc. Island
aor Conc. Sidewalk
d
-Y18-
P1 Sto 14+0952
A = 7'1(705.P(LT)
D = r 25' 56,6'
L = 500.44'
T = 25055'
R = 4,000.00'
SE = NC
- POT Sto.57
Q TOL✓v -O to
h �
n QZ
m
O �
d
1' R
6' Sidewalk
8' Parking Lane 8'}
4 ;king
� CR
Bike Lane I+1 L
Type 1
Island
N 2' 03' 17.4' E mop ^ 2' 6"R
Right Turn Lane
—
ip. ' Sidewal Prop. 6' Sidewalk
50' Ta er 1-2
72
Qc
NAD 83/95 m
SCALE l" = 20"
See Sheets 2-X Thru 2-Y for Curb Ramp Details
See Plan Sheet 11
DETAIL OF —LALT— AND —Yl 6—/—Y17— INTERSECTION
DETAIL OF —LALT— AND —Y18— INTERSECTION
PROJECT REFERENCE NO.
SHEET NO.
(L_.3.1ad---
2=L
RW SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY
PLANS
DO NOT USE FOR CONSTRUCTION
v
Right Turn Lane
2' 6"R .No
OMEN
NC 55- ALSTON,AVENUE
10
R Type 1 R + 4' Bike Lane
4' Buffer
8' Parking Lane
2
"A

HISTORIC
DISTRICT
'
Tie Prop. Sidewalk
I
I
To Exist. Sidewalk
EX
ST
I
End C&G
I
W
BEGIN CONSTRUCTION
HISTORIC
BEGIN RESURFACING
BOUNDARY
Br p. Line
—
-Y22- POT Sta.12+55.00
END RESURFACING
-Y22- POT STA 13+OOAO
to
Retain Existing too
I
Driveway
NAD 83 95
-LALT-
ST
P/ St0 64+892/
O
Tie Prop. Sidewalk
Q = Z05' 26.9' (LT)
ca �
To Exist. Sidewalk
-LALT- PC Sta.62+15.49
D = 0' 22' 55f
Y
v
Y
_
End C&G
L = 547.37'
3
¢
�
�
a
3
T = 2737Z
io
R = 15.000.00'
72
o =
SE = NC
o
n
-LALT - P( t 6 +75+ 5=
34'
F-F
d
-Y 2- POT Sto. l4+13.43
L
crop. z'o' c.&u 8' Parking Lane }8
4' Buffer 15,
4' Bike Lane CR Type 1
+ Prop. 5' Conc. Island 2' 6"R
N Z 03' 17.4' E NC 55 ALSTON AVENUE
50' Ta er "' N ` 2' R
Paint 2C
Striping + Right Turn Lane 2' R I--
CR �` 2
�� +50.7
Tvoe 2 ,),I)
Prop. Conc. Island
or Conc. Sidewalk
Prop. Brick Pavers
PROPOSED SIGNAL
SCALE l" = 20"
I i1
GR (V
t 8'
tn
t'
W
Pro
Conc.
tees
o
Do Not
x
Disturb
o0
House co
C
Type
ype 2
CR
Prop.2'6" C&G
P in O
M O
NC 55 ALSTON AVENUE
i
IC
ISFD
DETAIL OF -LALT- AND -Y22- INTERSECTION
See Sheets 2-X Thru 2-Y for Curb Ramp Details
See Plan Sheet 12
PROJECT REFERENCE NO.
SHEET NO.
(L_.3.1ad---
2=U
RW SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY
PLANS
DO NOT USE FOR CONSTRUCTION

NON -WALK SURFACE y
y
y
y
y
\ y
DETECTABLE WARNING
SURFACE SEE R.S.D.N.848.05
LANDING WIDTH
5' MIN.
2'--6" CURB & GUTTER
_Ll(PF1A
(D 8.33% (12J) MAX RAMP SLOPE
OCROSS SLOPE. 2.00%
3O CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
y y y
6" x 12" CONCRETE CURB
y y y y
y y y y y
y y y y y y y y y y
y y y y y y y y y y
(2/���
SIDEWALK WIDTH
5'MIN.
6" x 12" CONCRETE CURB
DETECTABLE WARNING
SURFACE SEE R.S.D.N.848.05
SLO : ZERO 2.00%
SIDEWALK
5' MIN. \
DEPRESSED 2'--6"
CURB & GUTTER
8.33% (12:1) MAX SLOPE
00
5'-0» MAX
1
O
0 0 0 0
0 0 0 0
�
� I
_
0 0 0 0
3O
0 0 0 0
0 0 0 0
n n n n
L ___✓_
GRADE
BREAK
4'-0..
MIN
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES
PAY LIMITS FOR 1 CURB RAMP
CONCRETE DEPRESSED CURB

w . NON -WALK SURFACE
SIDEWALK AREA
w w w 6" x 12" CONCRETE CURB
O \
DETECTABLE WARNING
SURFACE SEE DETAIL 848D05
i
LANDING WIDTH
5'MIN
DEPRESSED
CONCRETE CURB
— O
WIDTH OF LANDING
AT DEPRESSED CURB TO
MATCH WIDTH OF DETECTABLE
WARNING SURFACE \�
4'MIN
2 CURB AND GUTTER
6" x 12" CONCRETE CURB
LANDING WIDTH
5'MIN
DETECTABLE WARNING
SURFACE SEE DETAIL 848DO5
2' 6" CURB AND GUTTER
SIDEWALK WIDTH
5'MIN
SIDEWALK WIDTH
5'MIN
SIDEWALK WIDTH
5'MIN
PAY LIMITS FOR 1 CURB RAMP
Ol 8.33% (12:1) MAX RAMP SLOPE
OCROSS SLOPE: 2.00%
OCURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
RAMP\LANDING WIDTH SIDEWALK AREA
5'MIN
6" x 12" CONCRETE CURB
gORfACE
w� A
SURFACE w 21-6" CURB & GUTTER
w NCR -WA
DETECTABLE WARNING
SURFACE SEE DETAIL 848DO5
6" CONCRETE CURB
TY_P___E 3
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES

4'MIN LANDING
SIDEWALK AREA
DETECTABLE WARNING
SURFACE (TYP)
RAMP WIDTH
4'MIN
SIDEWALK WIDTH
5'MIN
0I 1
DEPRESSED 21-6"
CURB G' GUTTER
DEPRESSED V--6"
CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
CiiCKIh�(N:7:Y/�flI/:7:i
SIDEWALK WIDTH
5' MIN
DEPRESSED 2-6"
CURB & GUTTER
DETECTABLE WARNING
\ SURFACE (TYP)
DEPRESSED
21-6" CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
SIDEWALK WIDTH
5' MIN.
6" CONCRETE CURB ---
DEPRESSED 2'--6"
CURB & GUTTER
DETECTABLE WARNING -
SURFACE (TYP)
1[ = PAY LIMITS FOR 1 CURB RAMP
6" CONCRETE CURB
(D(TYP)
(TYP
3
k
22 (TYP) -
y y
yy yLK"y
SU �pK�A�E
y y y y
y y
y
o
10%
4" TYP.
I2" MIN.
RAMP WIDTH
4'MIN.
DEPRESSED 2-6"
CURB fir GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
Ol 8.33% (12:1) MAX RAMP SLOPE
OCROSS SLOPE. 2.00%
OCURB RAMPS REQUIRE A (4'--0') MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES
SIDEWALK
5' MIN.

DETECTABLE V
(SEE RDWY.
MONOLITHIC i
1 0 0 O O r
0 0 0 0 0
90 0 00 000
l
n o �
00
_— 0
00
�Oo
0 0 O
5'--0" MIN
DIAMETER LANDING
x 5'-0"
MIN (TYP)
90
DETECTABLE WARNING
SURFACE (TYP)
MONOLITHIC
CONCRETE ISLAND
)LITHIC CONCRETE ISLAND
(SEE STANDARD 852.01)
MEDIAN ISLAND
WITH CUT THROUGH
TRIANGULAR ISLAND
WITH CUT THROUGH
PAY LIMITS FOR 1 CURB RAMP
TRIANGULAR ISLANDS MAY BE CONSTRUCTED WITH ONLY
2 POINTS OF ENTRY AND EXIT AS SHOWN IN THE
ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER.
MEDIAN ISLAND
CURB RAMPS
Ramp Limits
of Payment

PROJECT REFERENCE NO. SHEET NO.
U-3308 3
STATE OF NORTH CA O LINA
DIVISION OF HIGHWAYS
SUMMARY OF QUANTITIES
E
m
50.
00
ao

COMPUTED BY: AEV
per- CHECKED BY:
J
PROJECT REFERENCE NO. 1 SHEET NO,
II-ZZnD I Z-A
PRELIMINARY EARTHWORK S UMMAR Y
LOCATION
UNCLASSIFIED
EXCAVATION
UNDERCUT
EMBT+20%
BORROW
WASTE
SUMMARY #1
Sta. 13+50.00 to 15+56.45 (Bridge) -LALT-
150
1068
918
Sta. 11+00.00 to 14+55.67 -Rl-
126
1087
961
Sta.10+67.37 to 11+00.00 -R2-
7
4
3
SUBTOTAL
283
2,159
1,878
3
SUMMARY #2
17+35.70 (Bridge) to 47+25.00 -LALT-
34,164
4,747
29,417
Sta. 10+50.00 to 13+60.00 -R3-
74
988
914
Sta. 11+38.00 to 12+30.00 -R4-
13
34
21
Sta. 9+99.63 to 12+00.00 -Y3-
246
172
74
Sta. 10+00.00 to 12+50.00 -Y3A-
38
175
137
Sta. 11+50.00 to 16+27.05 (Bridge)-Y-
152
463
311
Sta. 17+84.55 (Bridge) to 25+00.00 -Y-
320
4,546
4,226
Sta. 10+00.00 to 10+85.00 -YC-
42
186
144
Sta. 10+50.00 to 11+50.00 -R5-
107
0
107
Sta.11+90.00 to 20+36.26 (Bridge) -NSS NSN-
5,384
0
5,384
Sta. 22+03.26 (Bridge) to 30+40.00 -NSS NSN-
4,537
280
4,257
Sta. 10+00.00 to 18+41.98 (Bridge) -NSD2-
1,233
125
1,108
Sta. 20+09.02 (Bridge) to 28+41.37 -NSD2-
218
352
134
Sta. 11+00.00 to 12+10.32 -Yl-
43
14
29
Sta.10+59.19 to 11+00.00 -Y2-
11
6
5
Sta. 10+37.22 to 12+45.00 -Y4-
89
40
49
Sta. 10+68.71 to 11+55.00 -Y5-
310
1
309
Sta.10+00.00 to 11+54.24 -Y6-
285
4
281
Sta.11+00.00 to 12+50.00 -Y7-
309
1
308
Sta. 10+10.68 to 13+89.00 -Y8-
259
28
231
Sta. 10+91.63 to 11+35.00 -Y9-
31
1
30
Sta. 10+29.46 to 14+00.00 -Y10-
75
48
27
Sta. 10+73.89 to 10+90.00 -Yll-
5
1
4
Sta. 10+38.78 to 14+20.00 -Y12-
58
55
3
Sta. 10+62.24 to 11+22.00 -Y13-
157
0
157
SUBTOTAL
48,160
12,265
5,886
41,781
CONTINGENCY UNDERCUT = 1,950 CY
SHALLOW UNDERCUT = 1,450 CY
GEOTEXTILE FOR SOIL STABILIZATION = 5,100 SY
SELECT GRANULAR MATERIAL = 750 CY
CLASS IV SUBGRADE STABILIZATION = 2,800 TONS
IN CUBIC YARDS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
LOCATION
UNCLASSIFIED
EXCAVATION
UNDERCUT
EMBT+20%
BORROW
WASTE
SUMMARY #3
Sta. 47+25.00 to 66+10.00 -LALT-
11,229
2,010
9,219
Sta. 10+50.00 to 11+40.00 -Y14-
205
0
205
Sta.10+40.00 to 16+20.00 -Y15-
298
522
224
Sta. 10+25.78 to 10+80.00 -Y15A-
63
2
61
Sta.10+50.00 to 11+85.00 -Y16-
187
5
182
Sta. 10+50.70 to 11+45.00 -Y17-
33
118
85
Sta.10+20.00 to 13+25.00 (INTERSECT.)-Y18-
2,015
29
1,986
Sta. 14+25.00 (INTERSECT.) to 17+83.00 -Y18-
149
175
26
Sta.10+25.00 to 10+84.98 -Y20-
80
1
79
Sta.10+50.00 to 11+25.00 -Y21-
41
25
16
Sta. 12+55.00 to 13+65.00 (INTERSECT.) -Y22-
81
20
61
Sta. 14+60.00 (INTERSECT.) to 18+40.00 -Y22-
238
50
188
SUBTOTAL
14,619
2,956
335
11,998
PROJECT TOTAL
63,062
17,380
8,100
53,782
WASTE IN LIEU OF BORROW
-8,100
-8,100
GRAND TOTAL
63,062
17,380
0
45,682
SAY
64,000
0
NOTE: Earthwork quantities are calculated by the Roadway Design Unit.
These earthwork quantities are based in part on subsurface data
provided by the Geotechnical Engineering Unit.
Note: "Quantities are approximate only. The Resident Engineer will re -cross-section the
work accurately when the project is staked out. These cross-section notes will be used in
computing the final quantities for which the contractor will be paid."

COMPUTED BY:JCL DATE:Iune 13. 2012 PROJECT REFERENCE NO. SHEET NO.
°IfaH T+ A 1CD OLIN ,A U-3308 3-B
°R°E ®lC`q NORTH
CHECKED BY: AEV DATE: March 1.2013 STATE Cil
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
TO L DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. sy ll 1DIVISION
I ISI OF ®1LF JL llHllIG`L�di1W HIGHWAYS
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. PRELIMINARY FLANS
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. DO NOT USE FOR CONSTRUCTION
G = GATING IMPACT ATTENUATOR TYPE 350
NG NON -GATING IMPACT ATTENUATOR TYPE 350
GUARDRAIL S UMMAR Y
SURVEY
LINE
BEG. STA.
END STA.
LOCATION
WARRANT POINT
"N"
DIST.
FROM
E.O.L.
TOTAL
SHOULDER-
WIDTH
FLARE LENGTH
W
ANCHORS
IMPACT
ATTENUATOR
TYPE 350,
REMARKS
STRAIGHT
SHOP
CURVED
DOUBLE
FACED
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
TYPE
350
TYPE
III
CAT-7
AT-1
NO.
PERMITTED
G
NG
-Rl-
11+00.00
14+31.25
Rt
331.25'
2'
1
Tie to Existing Guardrail
-LALT-
14+70.65
15+51.90
Rt
81.25'
15+51.90
7.5'
50'
1'
1
1
-LALT-
17+41.44
13+60.00 -113-
Lt
337.5'
1 50'
1 17+41.44
13+60.00 -113-
7.5'
1
1
1
-R3-
11+60.00
13+60.00
Rt
200'
12+50.00
13+60.00
2'
1
1
1
-LALT-
21+67.50
24+73.75
Rt
306.25'
22+68.67
24+61.82
2'
50'
1'
1
1
-LALT-
23+51.25
26+95.00
Lt
343.75'
24+70.71
22+78.39
2'
50'
1'
1
1
-LALT-
C4
1
X
-LALT-
24+87.00
CAL
1
X
-Y-
15+28.48
16+15.98
Lt
87.5'
16+15.98
2'
50'
1`
1
1
-Y3A-/-Y-
12+22.90 -Y3A
16+23.10
Rt
81.25'
50'
16+23.10
7.5'
1
1
-Y-
17+95.01
10+81.50 -YC-
Rt
93.75'
20
1
17+95.01
7.5'
1
1
1
-Y-
17+87.90
19+62.90
Lt
175'
17+87.90
2'
50'
1'
1
1
SUBTOTAL
2037.5
120'
6
6
5
2
2
DEDUCTION FOR ANCHORS
6 - TYPE 350 @ 50' EACH
-300'
6 - TYPE III @ 18.75' EACH
-112.5'
5 - CAT-1 @ 6.25' EACH
-31.25'
2 - AT-1 @ 6.25' EACH
-12.50'
TOTAL
1593.75'
107.5'
6
6
5
2
2
SAY
1600'
115'
AD
ITIONAL C
UARDRAIL F
DSTS - 10
EACH
EXISTING GUARDRAIL REMOVAL
SURVEY
LINE
BEG. STA.
END STA.
LOCATION
LENGTH
(LF)
-Rl-
11+00.00
14+65.00
Rt
365'
-LALT-
14+50.00
15+49.00
Rt
110'
-LALT-
17+42.00
18+56.00
Lt
138'
-113-
13+28.00
19+99.00 -LACY
Lt
392'
TOTAL
1005'
SAY
1020'

COMPUTED BYACL DATEA.— 13, 2012
CHECKED BY: AEV DATE: March 1. 2013
PROJECT REFERENCE NO. I SHEET NO,
PAVEMENT REMOVAL S UMMAR Y
IN SQUARE YARDS
STATION - STATION
LOCATION
ASPHALT
REMOVAL
ASPHALT
BREAKUP
CONCRETE
REMOVAL
CONCRETE
BREAKUP
-LALT- 13 + 50 TO 15 + 00
Lt
72
-LALT- 15+00 TO 66+10
C/L
24,826
-R3- 13 + 32 TO 13 + 60
Lt
2
-R3- 10 + 38 TO 13 + 60
Rt
395
-Rl- 11 + 00 TO 14 + 20
Rt
74
-R4- 11 + 2 2 TO 11 + 91
Lt
8
-R4- 12 + 04 TO 12 + 30
Lt
2
-R4- 11+19 TO 12+30
Rt
20
-R5- 11+11 TO 11+50
CAL
68
-LALT- 13 + 50 TO 15 + 00
Rt
98
-Y3- 10 + 65 TO 12 + 08
CAL
476
-Y3A- 10+28 TO 12+79
Rt
124
-Y- 12 + 00 TO 15 + 00
Rt/Lt
162
-Y- 15 + 00 TO 16 + 72
C/L
704
-Y- 18+21 TO 20+50
C/L
982
-Y- 20+50 TO 24+50
CAL
235
-Yl- 11+00 TO 12+74
CAL
269
-Y2- 10 + 79 TO 11 + 00
Rt/Lt
14
-Y4- 10 + 15 TO 12 + 45
CAL
431
-Y5- 10 + 90 TO 11 + 55
CAL
212
-Y6- 10+20 TO 11+55
C/L
357
-Y7- 10 + 55 TO 12 + 50
CAL
607
-Y8- 10 + 34 TO 13 + 89
C/L
490
-Y9- 10 + 51 TO 11 + 25
CAL
196
-Y10- 10 + 45 TO 14 + 05
C/L
490
-Yll- 10+33 TO 10+90
CAL
158
-Y12- 10+56 TO 14+20
C/L
336
-Y14- 10+62 TO 11 +40
C/L
291
-Y15- 10+06 TO 16+05
CAL
2,136
-Y15A- 10 + 17 TO 10 + 80
C/L
199
-Y16- 10+94 TO 11+85
C/L
264
-Y17- 10+94 TO 11+45
CAL
287
-Y18- 10+20 TO 13+30
CAL
1,265
-Y18- 14+44 TO 15+15
CAL
256
-Y18- 15 + 15 TO 17 + 83
Rt/Lt
139
-Y21- 10+53 TO 11+25
CAL
226
-Y22- 13+00 TO 13+25
CAL
178
-Y22- 15 + 30 TO 16 + 00
C/L
552
-YC- 10 + 00 TO 10 + 85
C/L
263
TOTAL
37,296
569
SAY
37,350
575
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
S UMMAR Y OF SUBS URFACE DRAINAGE
LINE
STATION
STATION
LOCATION
LT/RT/CL
DRAIN TYPE*
UMD/SD
LF
CONTINGENCY
UD
1,000
TOTAL LF
1,000
*UD = UNDERDRAIN
*BD = BLIND DRAIN
*SD = SUBSURFACE DRAIN

m
PROJECT REFERENCE NO. SHEET NO.
N
U-3308 3-D
STATE OF
NORTH CAROILINA
DIVISION
OF HIGHWAYS
PARCEL
INDEX SHEET
m
m
m
0
a
m
00
0
i
o�
ao
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
22
5 & SA
ANTOINE &VICTORIA HOWELL
31
7
FRANK C. FEEDER & JOHN C. BLACKWOOD
40
7 & 8
KHAWAJA LLC
51
9
THOMAS H. FOWLER
93
16, 16A, 17, & 17A
CITY OF DURHAM

m
PROJECT REFERENCE NO. SHEET NO.
N
U-3308 3-E
STATE OF
NORTH CAROILINA
DIVISION
OF HIGHWAYS
PARCEL
INDEX SHEET
m
m
m
0
a
m
0
i
00
ao
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
PARCEL No.
SHEET No.
PROPERTY OWNER NAME

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D = 3' 43' 48 - - to. Il+ �, III IIr I I of l 6 9I• PRBLIMIN RY PLANS
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----- -_i- - - - -- - --- - Be in Slab eM "02 in E)197�z
ss
6S n ,-r ee_ y+j2.,2�-- - STA IS«}5Ss ss I - -_ - ---�PEEP----vJ LEV408.92 c-Exist. _________-_--._-_'-
Striping I M
�I
_ ____-____----_______� _ -
�, rllaal 'CURB __ __ _____ _____ __.. ___ _.,R�-1 \
i' i fi p•r � ewa _ I
Y
a �- .." _ s .... w Pro _ Ti to x -� e 1 Ae -` L
,�,2�H�-x L/1 Ty
•- GR 1 I IIo�� srl I" _ _ \ 1 •-' II� rr Sid alk �Q T- PT S}0.20+28.04 xI I
1st. R C Prop ,IIr
.mEa. r= 15=cONC �1 ' R e 0 Anchor �� F elks
E a° F / I I I N 7 I I I I� a� F'``�-/ x 1, r- POT St 0.20+50.00
n O CLAIM' -- CNESTIAI4 AlIII ..•BL• - ExrsrTr 45 R t .!� POT Sto. 10+00.00
iiii _ \
Wry T E. yam ➢ n- -T - PO 5/
F ��I
No cAIM /pp� I II R2- POT. `to.10+OOAO` F BL-q! By-I*� Also Q xy I6'cGNc
S L-PLAYIGRGUNO '0 z 25FD III\ I I$T I I 111 I I I II�' F 1
Y P.I wll�� c ENTE j�LLLNo cLAI I �I I Il W II I -R4- Pc St°. /0+5268
,pr R S o
GB .065 PG 4 i _ I Be m Brid IsI
NOTE: See Pavement Marking Plans for STA. 15+56.45 I I I II 1 I I N I Ip III -LALT - POr� S}°•%%+40.00=
Curb Ramp Stations I II II I I w I I ,I II -R4- POT S10.10+00A0
PROPOSED SIGNAL I 31•�Rt' -R4- POC Sto.12+30A0
FOR -LALT- PROFILE SEE SHEET 25 FOR PAVE TYPICAL SEE SHEET IO -R2- POT , 11+00.00 II I I I I 11�
FOR -Y3- PROFILE SEE SHEET 31 FOR PAVEMENT -BRIDGE RELATIONSHIP `^ END CONSTRUCTIONg-
FOR Y3A- PROFILE SEE SHEET 37 OF -LALT OVER YA TYPICAL SEE SHEET 2-N Pavement a: END CONSTR61 r/oN -R4 I FOR Rl- PROFILE SEE SHEET 36 FOR CURB RAMP DETAILS SEE DETAIL SHEETS 7f Removal I I '^ x II \ II I
FOR -R2- PROFILE SEE SHEET 36 2-V THRU 2-Y-%aR.Lx-x-x x_„ aa•rw II II W II LO I O p
FOR -R3- PROFILE SEE SHEET 36 SEE SHEET 2-Q FOR INTERSECTION DETAILS ® Apprloach � I I I I Ilk P1 S, 33' 3G8' f
FOR -R4 PROFILE SEE SHEET 37 FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S- W 16II
FOR -R5 PROFILE SEE SHEET 37 .w/LT Slab t6 I II II I I I Il I I = 3r49' 51e END NSTRUChON
C FOR LALT TYPICALS SEE SHEETS 2 & 2-A rc
L = 177.68' -RSPOr, Sto'
FOR Y3- TYPICALS SEE SHEET 2-E NC STATE HGHWAr
Ipl_ II - 11 0'OO II II i c
FOR -Y3A- TYPICAL SEE SHEET 2-E liiDBtl Concrete I CMMSS M I II II •ST2. ea I I I IC , POr $j II/Jr T = 96.8 4'
-K II ee„«n_
FOR -Rl- TYPICAL SEE SHEET 2Island or pg 7Nr PG 294 t / -VA R = 180.00• .t
FOR -R2- TYPICAL SEE SHEET 2-K Sidewalk I NO CLAIM I II II I I SE = ExIst. III 2F GRAPHIC
vPHI® °"`"`•"
FOR
-R3- TYPCALS SEE SHEET 2-L �.Eo eh
FOR -114- TYPICAL SEE SHEET 2-L
PLANS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I

a
a
0
0
a
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S C
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0_
0-
MATCHLINE SHEET /5 PROJECT REFERENCE NO SHEET NO
I D I' A I DETAIL A 523°00.09q - U-33RW SHEET NO. 5
F E T JJ C SPECIAL ITIITER��ASE DITCH ROADWAY
NGINEERDESIGN ENGINEERS
- +45.00 -Y- NOT to I +00.00 -Y3A- Nc 30.00' Rt. o,w wt
62.00' Rt. ,� _ III ^ ' �: Dw slcoe
f _ - +6&-.06 Y
ISFMTLB115 1 30.00' Rt. I ? I / I Geotextits g
+ 70.00 t I I I I Mle. D= 1.5 Ft.
Pro lV a Box. OX 1.5 Ft.
53.00' Rtl '1� I 2'6" C G A i.2 ��/ I I Box.
2Ft.-10Ft. PRELIMIN RY PLANS
O ` I I Type of Liner= Cl. g RID -ROD DO NOT USE R CONSTRUCTION
oNc Be in A Sla IW I I o n IT Y- PT $l7.1 68 W II I
L--- -- - 1 FROM STA.12+00 to 20+00 -NSN- MED
W �Eta a+] FROM STA.22+50 to 27+00 -NSN- MED
FOWLER INC. M M ,Sta. 16+02.89 A 0 '�, A�j I g in Brid FROM STA 17+00 to 20+00 -NSS- RT /
DB 311PG 44 �p (� d �S I f 01 I I Be I BFI FROM STA 23+00 io 30+00 -NSS- RT y�
s-ISL s � I St ; 20+27.
5 GAS Pl1MP5
19 esr I \ cn -NSN- ta. + 9� 22 NCDOT z°p n ssFAPr
US
cANOPv Be in Brid a 1� I 1 I Z- SXN- 11, Gp DB 5288 PG 295 P-7
III
1111 -1 AlSta.16+27.0s rri ►I NW�r I 1 v, \ ��„ oa I - -
6s.o ' Lt. - - �{ I' i VC s4{\' Lt. so.00' Lt. _
80.00' Lt.T + 50.00' Lt.00�Lt+34.00 -Y- Type I ^ 66.00' Lt. -E
56.00' Rt. Ancho Ty 190.24L,5�5��2=
--CAIcho• -�C EF
W W
I xist. RIW
E E / C � 50.0/'# .- LT- 23
C �- - _ C I 21.5' II 5 .5, LV -LALT-PO24
I� N
i +50.6 -Y- 28' 1 _ _ LOB 16 8 PG D O W W 19
/ - + E � I LALT - T $ta. +g4,�7- I CS N POT Sto. l3 22 8 > -
E i - - 30.Q ' Rt. 4 5' -NSS $ /+ BO I� Remo°ea) R $
i 50.00� . N j R
W T e-350
es I II m 503.
R
bV ro ,
cam0 '-Sidewalk z T r 18" RCP -IV CB CPAV 5 8 B J Re RCP -IV
dr CP-IV C 15' C -I Pro tten ator o s D o °o LLJ
0513 u Remove andLLJ
B y� Itq (N Ga ing 0507 o o " Reset Fence
01 c. arrier \o Prop. RMI
~ I 30"BS7 a� c� 05o Lt, 16 ngl Faced r, - 1
LLJ
r -- I to I w Prom 1'6" C&
Z -_-1 �� N19'44'' v 32
1'b" C&G ride T R Raised Grass i GR 2l' 4l
EXIST q/w I I II a than E%iST q/� 135 GR J
TH •e -Raised Grass ' 8 .. _ _
- - - _ _ I FILL EM _ _
e Ian NC 55 ALSTON AVE \ EL ,,,,o �� - --
o - - - - - - -
\ _ _ _ _ - t �� - {�� W tE ffCL B - R MOVE o
J -_-- n,� Atte uator T ,�- � ��a �
fV ----__ On- ,a In
„ -
\ T 9 POT 23+OOB6- g 50 � - ' C I 050 - -� 1 I" R P-IVI I OS09 I1CB 24" RCP -IV 0510 Pro 24" RCP -IV 0512
--------- - IV11_w I' _ --w------ jdewalk 3
_ + CB I
2-6- C&G Y- POC Sto.17+05A5 �`- Prop. 6 S - - - - _x-
7 77
I-- rotr -- _ IfT rR _ I J I I T_- •. _ _ - _ - � r - - - - �_- ,p -
- _ acoN
- N - -- - - -- - -I --- �� _-__ _- - - w�_ -II511 - � O.ONC
_. 1 eW - `. -___ - R - TC iil 5"- - DI 0501 JI 5 WAL� - - - J-l. - _
d
EXIST q/N I I I I I I I' I B I I 11 EXIST R/W �i 48' W
R u I 11 DE - ° DROP I L 1
C Bs7 - - o _ DRI/
_ � �I - �' � � � I I � � � I I Exist. RNV,
� 5Q.00 Rt. - 99 60.00' Rt. 60.00' Rt. xist. Rw
- - - - +70.00�I - C to.AT OI I--- --
- E\ -��-
�-3g 00 Rt. ^ ry J - L I Exi t.
E / I 6 Rt +00 Y=tAL Exist. WW,
I -BL- 181 cR I I m m Exist. Q I m 65.00' Rt. 65 00 Rt__
_ _4 20.00 -LALT- x 48' NC
-BY5 A181 II OT LALT- PT Sto.26+1-
62.00' Rt 70.00' Rt \ T I A nc oI I I 050 \ / I Exi LTRM/ ssFAPr 1 21
m I ypd IIII II ' / I C 72 00' Rt. L SOUTHERN REPAIR SERVICE INC.
o f m Anchbr L - PO Sro.24+09.63= oB n56 PG a0 I srsus
20 St nd Brid 55 T� -N N- $ta21+11.43 3 1
o (n ICI
ROBERT L. MORRISON +1 q BlE wiDTq o 37.0 C$XN-
1
DB 1898 PG 627 - _ -d- I ✓ N I .d I Exi t. WW _j
i.._ ^'as[ nI . m I IQ/ Ito ta. 1 rid
e I 1 o srrn i?sarr o StO.�r23OrrLrr
02 v -�XN- 1 D= r 30' 28A' D= r 36' 09E I
n . Sla / = t t 1 +07.001 - 1 L = 15/B4' L = 212DIS'
+40.63 -Y- . I I - -CSX T = 7593' T = /06D&
63 -
9 �t 30.00'Itt. a I " - Pd St + I •00' Lt. j R = 380000 R = 3.575A0
_ I \ o
55.00' Lt. I orb3zII I 6 I I : I I // I 1 SE - 0A2 SE = 0A2
m l C - I 02 i I I I / I I FOR -LALT- PROFILE SEE SHEETS 25-26
ti
_ I -LALT- FOR -Y- PROFILE SEE SHEETS 30-31
'y �0 R I I I - ' P/Sto 25+55.43 1 1 FOR -NSN- PROFILE SEE SHEET 40-41 ��/8'TIMBERS
+80.00 -Y n ° F- Pro C I p = / 35' /56' fR I I FOR -NSS- PROFILE SEE SHEET 38-39 ---
2'6" FOR -CSXN- PROFILE SEE SHEET 42
30.00' Rt. I 02 C&G II I D = l•25' 56e FOR -YC- PROFILE SEE SHEET 37
+89.00 -Y�- I mA L = 1/OB4' I FOR -LALT- TYPICAL SEE SHEET 2-A & 2-B
c 1Tro P �y T = 55.40 FOR -Y- TYPICALS SEE SHEETS 2-C & 2-D
' i 'n R = 4.000.00' I FOR -YC- TYPICAL SEE SHEET 2-1
-BYS- II
�� I I I C SE = NC I /5 FOR -NSN- RAIL FOR -CSXN- LTYPICALLSEE ESHEET T22M
a 2 r 1 +00.00 -CSXN-
�O z -�-- � r o FOR -NSS- RAIL TYPICAL SEE SHEET 2-M
m +80. - C- -y - I t + I I ist. WW I FOR PAVEMENT -BRIDGE RELATIONSHIP FOR
Exist. m -y- -Y- OVER -LALT- TYPICAL SEE SHEET 2-N
k IT
FOR STRUCTURE PLANS SEE SHEETS S- THRU S-
o ORESEARCH TRIANGLE REGIONAL PUBLIC = -I - &I �I� 1 I Brjdge
TRANSPORTATION AUTHORITY rn - I N REBAR 20' a x�„/.. X �V I 1 - - - - - - - - Approach Slab
Ix
DO 5917 PG 618 II r I WALL Pavement Removal
f IC II I I I Conc. SideValk
m
REBAR
or Conc. Island
��� MATCH LIN sH MATCH LINE SHEET 16

I
f
ISFMTLBUS
I
LcaN,�— -- --
FOWLER INC. M M
08 311 PG 44
s-ISL'S 19
5 GAS PUMPS
U/MTL CANOPY
EST
I i �30' BST
60"CON� — 60'CONC
I
ONC
IS
I IGONG
L_
I
I
II p
�p
8sr
I
/ I
e
\ EYST R/w I II
TH •81 _ \\ W I II
NC 55 ALSTON AVE
2' STEEL
WTL
Z
U
Q
ti
55 55 MHa R ---
6'CI TH .B \------------------- -- —µ--
\— — — — —rc— — —
\ `^'
��--
\\ I:..
II
\ \ -BL- 181 ce
\ BY5 A181 /
I
�� 20
ROBERT L. MORRISON
OB 1898 PG 627
92 RESEARCH TRIANGLE REGIONAL PUBLIC
TRANSPORTATION AUTHORITY
DS 591T. PG 618
-41
I
BST
c
I II
I or
84" CHL & 1 3SBW
j� REBAR
DREBAR \ \� m Ir i I
AA/ITnI , ,.. �II l\ 1,
L —
1 I
L 'I�_ —r_ j_--
I 11� III
I
I II II I
I
I
I
I
I
_ I
I
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I
I / '
I
I
I
I I
I I
I '
SET/5A
PROJECT REFERENCE NO. SHEET NO
sz3°oo•o4•w —x— (L_33Q8_-- 56=
I
/
14. ' RW SHEET NO.
—NSD2
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
3 PI Sto 19+21.07
Pls Sto 21+5736
/
I p = 8' 4T 23.4' (RT)
es = P 23' 4LT
/3
D = 2' l5' 00'
Ls = 124.00'
L = 390.68' r
LT = 82.67'
T = 195.73'
ST = 4/34' PRELIMIN RY PLANS
I R = 2.546.64' (CHORD)
DO NOT USE FORCONSTRUCTION
I SE = 2'
!
V = 55mph PASSENGER
V = 50mph FREIGHT
I'I 4
22 N6 S
u'GR OB OT PG 295
° B ssFAPr
XI
eo III
ml
HILLIARD P
L I
LENORA
OB 1698 PG 814
i
SFD
l�
f
I
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I
Io
ISFD
N
TT
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—
I I
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GR
J
s----.
II /
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---—
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u S E FOR R/R DETOURS 0/V LY
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Ityy i y
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8 T —N
—1 — — — — — — -Z-60`CONC—
—
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9q
_ -----Tr..
WALL
_ — J---- WALL —
X
EMIT R/W I 48• W
X
I
m I48'CONC
3SFAPT I 2D
21
1
I
SOUTHERN REPAIR SERVILE INC.
DB n56 PG 410
I 15FBU5
Ij
II
/ TIMBERS
_I I SEE SHEET 5 FOR CSXN DESIGN
I l
F�
I I
I�
I � I
� � I
lI ExCSx
Sto, IL
/ WALL
/ F 1
ExC _
` PoTSlo /0{�
I , I

2
PROJECT REFERENCE NO. SHEET NO.
U-3308 6
L-- �.OLiJKROWND I I .. II III1 RNJ SHEET NO.
60" CONIC
��� 1 0 y\ III X III G ROADENGINEER SIGN ENGIN ERS
2015 ADT -
YI- _ _ _ s I 1
2035 ADT 18 I� T NC 1 LI 4 II
(in 100's) 36 I ��Iv1 ������ 1 1° v' I I x�l�lll II
g 1 �l IzvI = �� �_; I I I C- , II II
19 1 / I�—xv� I— —��� x PRELIMINA Y PLANS
2 FA. J� �� C �� \ \ 60, CONC II II U DO NOT USE FOR NSTRUCTION
214 y 178�y�D GNG ---- — � III
-LALT-284 214 r� ----+--�� ��
I 1
i 1� I Bar I I I I x �I IIII Tip. IIII
� � � � I � hII E�1s ai � t �
59 6 I �\ �� % -Yl- POT Sto.//+0000 / x Slr�e Existl1k cGWc IIO 1 / ---------
���% �61N CONSTRUCT/ON j L " Sidew wILL�IAin�. warsoN�
5 2 - - - %/ -' 0 - 3a caG T a 1 —� Pc 967
N-p,9 _ j---------R---------- � --Bsr-------w--I ®I-
8 0 I i - - S F + 00 Exis .
i J III \� \ �� I P I 45.00' t` ------
-Y2- / \_ Exist R/W,
/ ? _ �� \� 29.00' Rt. 3� 0 10 CB
III I N2a•3T'0�' I I ,M \ I c 34.26'
I / 50.00' �� \ b W �� I wyy// IP YIN
in m+09. 4 SZ43 3�� _
_\\ I I �C 524S30.95 I O
— — — — _ -LACY- \ w'coNe _ _ 6n coNc_ __ Do NotDisbI� �1 05
so• coNc —I J— JJ- 60" coNc / 7 P/ Sto 35+18B8 V` \ x>-W� 0 0 � x1st. 4#n � _ �0 1 > � III
— --- ----� ��_���// 0 = 13'00549(RT1 <p1 � x I � � � � I � I I _ � N I � LIE 8 YWOOI G.PGALSTON
6*
3 vv I l I ! L= 45b45532 ��vAV 4 I I Exist RM/v l� o I w C I DB w43 Pc w6 IIII
T = 228.73' /� I -LALT - POT S . 31+5;A O p 30.OQ' Rt OTHER NO I % I 1 � OF tO 04N m �
SE _= 2AOOA0 l l l / -Y1- POT Sto. 392 UNKN N F I
0.02
F
24 III 26 II 24 CL
-Y2- POT Sto.10+1656= Exist. 1
LOVETT SOUARE LIMITED PARTNERSHIP r 114r LOVETT SOUARE LIMITED PARTNERSHIP ct,a: a°RLK WALL Exist. RNV, J
�/ o go .o
MAX[NE W.OWENS -LALT- POT St0.31+5OJ2 I —
DB 1879 PG 334 3].00L Q
_ _ OB 1879 PG 334 I III "' "F"r - - I �/ 24.84' C GR 45.00' Lt. 6
I/ DB 643 PG 674 v — 7 I O
67.00' Lt. - - d p Prop. PU 1 72 0 o
66.00' Lt. 61.00' Lt. 6 00' L/t. B 0i'W 10 .ar
/I/ - - - 81.00' Lt. LAI 0 14 062 - - I o 0
/ 64.00' Lt. 5 37 >_ a° 6LK w4L J Exl - - N + to I J
x / / 6 < 55.0 \ 32.00' Lt. ISFD
613 E,; m
62.0 ' Lt. \ / 30, Q 112 0
QO-LALTt- 6 x p V ` --O' TlraP�GD756 +o
?'"`-_---_--_-_--- Re te�3ra� R re------ n
-r O
E E---E----Tc------- i-- -rcA-- ®---- P - - -LALT-
- - E---TUE--�— PUE- - - - - -T- - - PUE V 0 0.00' Lt. _LA _ 0615 E
P _
C�� C E— PUS Ptl xP_ • o� MOVE— D F z=oN M AY CA .6 3 554.00' Et.
P
--P--
F _ —
R-- .. -. � � � C .. -. - - - .— � � - B ® CB -4 30"CON I--�— FL
Ell
' & FILL
.49'
- Prop. 6' Sidewalk y L ABLE F L
— o ew
THER No 4" R
T e 350 24" RCP -IV x P 36" RCP -IVOCB
LLJ f` YP - 24" RCP -IV e 0 � 28 60 z" I m UNKN N arW I a 0609 Obl b
Lid 163 _ I
C4 10 150' Left Turn Lane ^ ASB Rr TEMPLE UNI D U �I
Remove and Reset Fence 1.82• n " PoL $1 FI W/ I I�
4.71' DB A66 PG 5
to Prop. RM/ COR50O9CL +00.85 + cR 0617 �A BLE ILL + 190' a ur Lane
IT —Pro . 1'6" C&G cOR TO CL / P o p
Prop. 5' Conc. Island x DI Ia ITr 337pPG35
J Grass N 2f 19' 24J• E 4 7'
X X e Ian x72' MT' X X X x X x T2—' MT1X x x xx xx 7—=C �F TH ><I r RiK
Z - -- G ---- --- - j0C0NC ------ --- x - _
M L
30' C&G I•ap _ _ IS" CONIC �` 30' C&G _ - - - - ®- - , 2' 6"R "� TH •II —
Q — —1sc _ 1= — Q — —= _ _ — — — — o d6-8-FILL-W./
REMOVE- 100' TAPER = i , rL 1 TL :s -T` y
iuTL C, Ti o _ REir'�"' r— �.
rL IITL UNKNOWN SS HN PLOWABLE t�
'4 + O I W OTHER END
Nlm 15" RCP -IV 060 15 RCP -IV 0604 2 ' R UNKNOWN 06Z C 0621 CB
ALSTON AVE 3aesr Prop. 2'6" C&G 15" RCP -IV CH - _GB 15' RCf-W-
YPg-
b' Sidewalk I CR CR J Prop. b' $Ide�ua _
eacol`� _ \ �� — — 36 — _ Remove E ' t. Sidewalli — - c
Exist. Sidewalk T= _ _ -> _ ®_ _ — C- — — ���- - - - � _ - - — —`_ 1 H I �I<emoye Exist. Sidewa 50 Gowc
x x 46 x x,I
E ST R/RRetaln
\ GR
x
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II coNC
21
I o
I
REPAIR SERVICE INC.
+
TIE TO
DB 056 PG 410
m
I
EXIST. -
—SOUTHERN
—
N
I
STEPS
L
aa^ CONc
"
SFD
NO CLAIM
I,
ISFD JOS d NORA SAND VAL
0
OB 2283 PG 57
x
2
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Po
/
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DII OR am s faistu
o01 i +Nat Db
+g
�
Ist. a +00 00 -[A
xJ Exist. RW / 0
i PROPERTY r AD. Nol Disturb
1 LIMITS Ip Exist. s o
1 Conc. Sidewalk I
-
32.00' Rt.
or Conc. Island
to
27
Do Not D turb
1 I
* PROPOSED SIGNAL
I TRUSTEE
OF ASBURY TEMPLE
Exist. W
tiJ
UNITED
II
HODIST CHURCH
xist. RNV Tie to
esr OB
I
9 PG 548
*xist.-
FOR -LALT- PROFILE SEE SWEET 26
FOR -Yl- PROFILE SEE SHEET 31
ISFCHURCH
ldew
NFOR -Y2- PROFILE SEE SHEET 31
END CONST CT/0
m FOR -LALT- TYPICAL SEE SHEET 2-B
T FOR -Yl- TYPICAL SEE SHEET 2-D
-Y2- POT St
. 11+00.00
FOR -Y2- TYPICAL SEE SHEET 2-D
FOR CURB RAMP DETAILS $EE SHEETS 2-V THRU 2-Y
FOR INTERSECTION DETAIL SEE SHEET 2-R
NOTE: See Pavement Marking Plans for
Curb Ramp Stations
ICBI W
II/I I
� e
Exist. RM/
+82.00 -LALT-
Prop. M
-BL- IOC
BYu- 8109
+Rn 00 _Y2-
-Exist. RAN
+nn n0 _Y2_
Exist. R/W
29
RESCUE MISSIONS
oMINISTRIES INC
3%�o OR 6775 PG 531
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END CONSTRUCTION III I \��, I\-�% //� �� �` — MATCH IlV SHEE / IJ - - PROJECT REFERENCE NO. SHEEP NO.
{.QYl ORc L rEas ((=,�,�Q�___
-Y6- POT STAI/+65A0 III — / y / wI I _ PORc J� ---
/ RAMP RNJ SHEET NO.
FOR -LALT- PROFILE SEE SHEET 27-28 / �� o 20.Lj 32' Rt.
ICI n Q ISFD I =I ROADWAY DESIGN HYDRAULICS
FOR -Y7- PROFILE SEE SHEET 32 114 III /
FOR -Y7- PROFILE SEE SHEET 32 NO CLAIMO w h 0.5' WOOD - - z° W I ENGINEER ENGINEER
FOR -Y8- PROFILE SEE SHEET 33 EVANGELISTIC PRAYER BAND. INC. / coNc // as REraININc wayL nen ANES B L _
FOR -Y9- PROFILE SEE SHEET 33 OB 2313 PG 770
FOR LALT- TYPICALS SEE SHEET 2-B m IN a/c umTs „cON w ccNc
FOR Y6- TYPICAL SEE SHEET 2-F I I z `" Ti o - TYP I 74.76'
FOR -Y7- TYPICAL SEE SHEET 2-F Exist. Wall CR
/ 3 I E ist. r PTASTr j
FOR -Y8- TYPICALS SEE SHEET 2-G - - - _ I U o ~ coNc z" 10, 5 R --� PRELIMINARYDO T USE FOR ST PLANS
ON
FOR -Y9- TYPICALS SEE SHEET 2-G - - - - R w p$0 _ $id walk - - - -
FOR CURB RAMP DETAILS SEE SHEET 2-V THRU 2-Y Exist. R/W, 63E g08 B - 23.00' Rt o�
FOR INTERSECTION DETAILS SEE SHEET 2-S Exist. R/1N, N / 22.00' Lt. IT 1 ft I to W I M
_ 30.00' Lt. — " R P-V �� , cove
NOTE: See Pavement Marking Plans for Do Not a I y I \ I — I
Curb Ramp Stations 60" BST FLUME 12" CONIC WALL w/48° CHL E _ Distur �� /� W._• J
_ w�2'°3'4e'� 22.94' EIP Wall �� C v` I 9
Conc. Sidealk F m
or Island E Ize'T 5T.T5 X C z J I I a
I
-LALT -x F
® Pavement Removal �I 01 62 I 11 1 d Q � C
PI Sto 4/+61.71 c w F- I o
Proposed Brick Pavers - l0 22 4/.T tLTt 131 m - 30
D = 2'51'532• RESCUE SION M"STRES F HISTORIC DISTRICT I n N
L = 36227 Disturb I
x u+l a s 2SFDl1PLEX
�, C
OB 29R PG 9i1 % PL rlc 134
T = l8/b3' coNc - 001 H 03+20 - � 1 1= � `" � za
R= 2 00000 D / A „ o _ K.
HI570 IC $ I ------ 2 I� —�7HA J.a A 1502wPGL 3775 a ran
SE = OA2 DISTRI T Xn o /p / - eoNc 149 a �m
CONC m '•' I N D' a oo /W-EIP 0.11' U 00
M I a �1Sd O Pro CO I I E1 2 38•E -N�3 38'E I'� `z° S23-5629'w
F R Ol MI� / 's 121 Ceps d HISTORIC
- - -
�N vr4e• s aK eus o I I C // TCB-DVI MLG GLORY LLC n 0 F- -
84Ao' - l(T U pg 4292 PG uz _ - .00' Rt. �' HISTORIC
E OTHER PB 185 PG 94 n d I - - - X DISTRICT
uNKNo y I m
RETAIN 22.00' '
jl� 40 OTHER VINO - 30^coNc — -LALT - POT Sta. 42+85A5 = 5 0 02 W -LACY PT S/o. 4 23
O cNc Loaowc - o
ISBKBUS KHAIIAJA LLC DOCK � 0^ NI j\I -YB- POT Sto.9+60.63 .I IMH
P OB 2630 Pc 454 \I�
— G -Y9- POT Sto. �o}� L C
E 00 - I C vQ I B i - TAIN PX
pt 42.0 -LACY- E ist. RN'/ +44.00 -YB- I
�a - ELEVATOR 'St, R/W III 1 I I
End Retainingg Wall #1 35 0 -I ACT- ' III Pr <W c I oB c
43.00' Lt. +O PORCH COLUMN Exist RlV/ BT2ooeBa p30
L1k z 4T
_ _ g Railin 5, Lt. mCl I �Q y I -LALT- PC$}d 40+78IOPORCH Q� - - I N
45.00 Lt40+30.00 -LA +2�� -LALT- I a' '1 - = / m f Pr
- 0 II
�0' 53.00', StO. 0+7 .00 x
0 x m ��� ALA c
PU!- 4 822
coNc t .00, Lt. Sto.-10+43.44 - - _ -
n MH —
_ RETAIN NRICWALL I I � w a E IS g R7W x Xr
__ _____________
50.00, Lt. a1 -BST e 91%1 -
oNc _ +16.00 -LET-RI T 4a• co c 48,00-tAt� I z III L -gY 113 ll3 I m Retain
45.0 , 53. 0, W
III SgNr
E4 4Rr
Pro . Retaim— - p804 \ RN'/ � -
� � I is ISt � � � I I ExISi R/W
G y 46' CHL
wall ---_-4§-0D_Lt__ Lt. s I �LAr ►ea wt-aa"� 4 A x x4B. x x x X W
R E—E 151tCP-IV PDE 5, Nj \ f IC B. �- 1°48'I-f -P-11 o , I \�4 - - 6acoNc _
(� E �'� - F f`u P \ 20'- ove Exist. Sided i 6' c RB - F
42' Prop. 6' Conc. Sidewalk R F---- cc4 5 emove Exist_Sidewalk RY (�
RCP -IV Top. coNc D C it F G DE TO D
w 0835 - - - E--� --� - — —� _ --_�
CR F 2 Prop. 6' Sidewal `
p = Brick . CR Pro IS' Onc. Sidewalk
= 100' Ta Pavers a _ v CB 080 MH p812 B_ 15" RC J
r ^ er o - - - a o - N ss 1� ss - - - -�- - - - R`.c-�C 8 Parking Lan Prop.
v J p8$Cpl ss EL - -' e - - -
NSTON AVE 4d B5r fl - - �c I - - 0 �• P•
P 1O C 2 ° Buffer
rick
- - - - - - -E- - + - r . CR H •la Brick ? 4' 8i lane -
w - - - _ - avers
• ,. --® s I I Ty --- havers---w----------- - - -W-' ss c 1+--f
E
&G - Grass 15, - -
FILL Q
O80-
_ 6' -- \ i bI 1 1iQl,
I , Raised Grass
EXIST R/W i DI 48• CHL SX WW/WD
IL_ X— —x49• CHL % e Ian V
2" R P-1 0813 MST R/W O N + N 6 O E E%IST P/W
Q REME
o TOP ur T. 821 s ExIST R/W Prop. 1' R 0831
zs•
\ 42" RCP- 083 Prop. _—� p. e ` DOVE I `X P-IV Pr E se"r �r
B Pr I B Brick ^o Aq 15' R 3 AIl2 \ QI 43 m EM IM ~� N o Bri x e CAN) WrN
Pro &G vers R Erl V Brick �� x 2923 Pc 1Ez3 4' Bike me a o+ a rs 4r
UE R P. 6' Si Ik ,a p°oors I u r II 4„ R
Pue _ Prop. 2'b" C&G one 20' ftCP- 839 C Pro .2'6" C G
E - - - 1 Prop. b' Sidewalk
c°� TY
kC_ E I 15` CSP w/2 C Prop. 6' Sidewalk
Easement PUE HUE ows ype 1 08 0 - - -
Front of Bldgns Alon 0 - R L _ CR 15" 83 0829 R C E F = 4
+80.08 -LALT- OSO E / _
DO 00' Rt. BRICK 0 L _ -
(UILDNOG) DISTURB I T50.G0Rt. wau i o I RC - m - - - - - _
PA r er of E, o B E5 66`Ric--E C 0833 CB F 0' R x W
5.00' Rt. 39 ROOF s . 11 DRAIN o G �1 \Q\ PUE 45.00' RrUE DI F
RESCUE MISSIONS MMISTRIES IN Cornefqf I's .00' Rt. 1 Ge 0819 - - ISBLKB.r_ o +18.00 -LALT- r
OB 1303 PG 1T9 - 05.00' Rt. _ ? ��� 5.00' Rt. 45 00' Rt
Exist. Wall UE ■ - 24.00 Rt.
+79.73 -LA LT- W 1 - _ seus Q Prop. RN/, Pro RN/ x°cHL X U
50.00' Rt. OAT IC Exist. Do Not 55.00', - -
818� Ol R coNc 20.00' Rt.- ' 3 N� o
+ - > 4 Disturb 60.00' Rt. L a
(DO NOT DISTURB E i� _ _ a Building Exis . R/W F 20.00' Lt. ` X' Ln
EXIST. BRICK WALL) 3 F V / " l652roPCALT�A - 00 -Y9- 08 _ i +05.00 -Y9-
L s 6 io 9 w HISTORIC DISTRICT Exist. z +
00 , esr 1 I. z• , X 60^ cH� END G Z^R_s-waLL •I . Exist. RN/ RESC sl _ - -
�. • ,pp' Rt. 9 T 2 .01 C26 9•W _ ,T oe C
m q 84.52' _ 9 '2 W 4.05' Q qrl 72' WW/WD
m `+ O2 REBAR ' v R I x 72XWW/WD X SC� X--X
m s ¢�� u - S t 1 I EI N25'34'28' N25.34'28'E
a a� IV. � 0 $ GIN R U F N �+
coNc Exist.
0 Y7 30.00' RtHISTO �� •, sts$'ze E 7 . T3.93
IC
T wa
��---------------- 30.0 QO t _ i --� , -
s IT 124 END CO $TRUCTI j ° Exist. RN/, NO CLAIM
I y�5 Rig
tiNc - - - - 0817 RESCUE - N 25p0 PG 905
_ _ _ _ _ f
_ -Y9- POT Sto. 11+35 T I 20.00' Lt.
la'RCPB. - - - --___ +85.0-0 -tom-- -R- 1 1 I 135 b �l Y III to I II Q HISTORIC ,..5 3a
o = - si� - - - s '•� 'Ex _ m - 27._0' Lt. �i O .0 I I _coNc DISTRICT N -
r� 19^RCP - ie'RCP 30.00', 0.0®' _ - - R x CB -coNc IsrD RESCUE MISSION MINISTRIES IN srr O w a.
-/ - _ z4= RCP 3 OB 380T PG 889 m I RE MISSION MINISTRIES BVC. O W v
3 \ m I W D Not Disturb SFD NO CLAIM III I DIII 2 PG 820
136 NO CLAIM U^ = m
C� �,� \� -IV I E ist. WallI I II ' a o
7' MATCH LINE SHEET 18
4

6'
PROJECT REFERENCE NO. SHEET NO.
MATCH LINE SHEET 19 MATCH LINE SHEET 2/ U=.5.30--- .9--
Z531--�- -- SHEETWW ---
=NotDisturb
oP ROADWAY DESIGN HYDRAULICS
o,H GR 21.00' Rt. X — _ ENGINEER ENGINEER
_ D Not Disturb
a
Exist. Wall m O
I18.0 ' Rt.oR
Exist. Wall Do Not Disturb o JOHN K MCVICKE 3 (RESCUE MISSIONS
M' Exist. Wall DB 53iT PG 468
m 146 ,o ^ NISTRIES INC
D 147 y 2SFID 163 - o o c ISFD 5174 PG 105� PRELIMINARY PLANS
y �LLIAM R R 146 .IT� ( DO NOT -E FO CONSTRUCTION
BARLEY L. c - DB 69tl PC 474
OBVER1186 gPCR-
G Do Not Distur
�i'� b _
FOR -LACY- PROFILE SEE SHEET 28 I � 18.00' Rt. xist. Wall
FOR -Y10- PROFILE SEE SHEET 33 �Q, DK
FOR -Yll- PROFILE SEE SHEET 33 x C C)4 c
—
FOR -Y12- PROFILE SEE SHEET 34 = I —
FOR -Y13- PROFILE SEE SHEET 34 — \/ S mX GR l 0 N2 15.00' 9306'
194.09
72" AD
FOR -LALT- TYPICAL SEE SHEET 2-B HISTORIC Xxxx N24roT29' 9• — —
FOR -Y10- TYPICALS SEE SHEET 2-G R DISTRICT I F N24-OT'z9•E 80.90' x m 20.00' Rt.
FOR -Y11- TYPICAL SEE SHEET 2-F 4 EIP-R/wF +87.00 -Y10-
FOR -Y12- TYPICALS SEE SHEET 2-G 2 5 044' Ip N - 20.00' Rt. s ;III
FOR -Y13- TYPICAL SEE SHEET 2-1 GR
ITT
FOR CURB RAMP DETAILS a +73
SEE SHEETS 2-V THRU 2-Y _X! -BY15- 150 W BILLY W.FOWL ER sR. o APO
o c CONC OB 1943 PG 410
NOTE: See Pavement Markin Plans for m W - -
9 ° V 19.00' Rt. oo a 164 �Fo j n c SFD
Curb Ramp Stations 149 n I N s
oN isFo 1 88 t i tur ,Ir L.
Conc. Sidewalk GRADY T. & F '.I F q,�
or Island J05EPHME LEASE ^ coNc CEMCO INVESTMENT L xist. Walls 3 II II R_ES 0 NS
DB 326 PG 398 2` I a DB 6639 PG 249 coNc - - 0 B III F"' MIDMBS�R; PGNN
® Pavement Removal - Y 19.00' — —MH
m� W s a T 29 E :. 165
1+30'00 -Y10- i'` 4 m 48"CHL x— _ —
R R 4'21'45'W
Proposed Brick Pavers F X X —X=-JJ A 7 v zr _ Nz roAO 00
23.00' Lt. s.00 — a^ wwiw6- a�Xxx 23.00' Lt. cR urs N1 74 4 •20 6T BEG/ R U F / G _
x— 48"CHL
o— — — - .- .. ..
X T / f90 HIS :)Ric : 19.00' Lt. CI III o` 0913 R 54 GUv E. HURLEY
BEGIN RESURFACING CB ,1C — - Z"41PG 379
20.00' Lt. a MF
� DIS RICT; 1
0 I
,I I N C P y/2- POT STA 1o+80m O9 I HISTORIC
47 1F0 52 Fu E - DISTRICT s❑
m 50 C
HNNIE L. & THOMAS H. FOWLER F 02 0 co c 19.00' Rt. _
ETHEL CRAWFORD cork CHARLES R. WELLONS E TATE DS i9q3 PG 413 >
OB 13T4 PG 214 0 6 I OB 300 PG 216 �N _ _ ISFo E�
CNI-L - PO S .44+6339- +76.00 -Y12- 4µrq�uJJ
ISFD e ) — 70— PO ��. 9+ ExisP'rR/W 1 Nay EXlst. ENSErER
+ 75 E45Er
64.00
wst_ _ -Y11- POT 'IS1 .10+2Z34 18.00' Lt.-Y12 iLn
Exist RN/ �� 02 Q
Pro . R/W 20.00' Rt_Y' - Exist. WW 3 _
- POC Sfo. 6+
90 -14LT4 54CB QO Exist. &W �E
' 3 -Y/2- POT Sto.9 967III
cARPopr colic cR _pj- POT Sto. /0+ 326 I 0 F�F 15" RCP -IV Prop.
MOVE 4R 11 EP I o 20 Retain EXIST R/r
Retain E 9 Retain 564'51'20;E 1 1\,
RR EXIST R/r 3. -EIP `<I X
EXRT R/W m - - 15" RCP -IV F .-
48"WD C3 �, - � Q, R Di. F -F V
X+ ����� 092 GRADE TO DRAIN In — so°caNc
Exist. — — DE T� D"""6bcoNc — F �—Relnove Exisf. I C = _Pro . 6' Idewa C)� E— DI F _F_ _ — R Is coNc
pRAIN 6. 5 R 0917 `
< — rop. 6' Sidewa 4"I RCP -IV L ne
W 5" RCP- CR C arang
W Prop. 6' Si 20 4' Buffer
CL&riN t>)Brick—p - - - - - - - PL - & d�ILL W/ ' ane 0g18N
�J W
_ 8' Pa?lAn - - - - - - 49 - - -
(n 8' Parking L ne 09 09 4' BufFer ;n Pavers -BL 115 � 0 DI =
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4 u er - 4' Bike Lane ALSTON Ave 40'85T -BY16- A115 - - -
_ _ _ - - - Pro 5' Concret6�sta N
at'c8i a Lane _ _ - - -"- -
FIL /" - -PLUG & fl - _w- Pro .1'6" - -
_Pr_ - - - r�u� & 24' 21T E �su� rn Lane — W
0
Brick L WA E _ — — — N 2 ——r--srR/W CON
J so, — — — —
_ ac--diary-- n
s // 100' Ta er s o 50' Ta er n o z
Top. C&G Paint Prop• N
1 I p EXIST R/r - X _ _ Ili Ice Striping Brick + 100' Ri ht U
in f w r RE o avers Tur Lan
zn Q r DI ¢ e w a + 45.00' Rt. I j Q
4' Bi \\ 11 20� R Prod + CB + 0912 Pro . 2'6" G 54" RCP-1
Brick OTHER E D
u er � avers
8' Parking ne RC prop. 6' Side alk nc. �2 53 0910
rop. o_ F a
Steps & ailin 4
Sta. 46+73 OOFRANCES
e < Pro 5' - DOBROVOOSKY
+9 E e walk +78.00 -LACY- DB 3077 PG 941
E -LACY- GR 0 -LALT- I o 59 -00' Rt. S25'50' ' 95
GR S MH F / 54.00' Pt. THEIR END 2 l X X 60' CHL X
Ot E CV f �4 .00 .[\ I NOW N `` Xlst
-O. ra - 25" SANITARY SEWER �- a LALT" -LALT O
EASEMENT m W % 45.0 ' R 166 s
sr3.3+k Q03 — 51.Op\t� AFT p le o
m -BL- II q/H 5\� C 8•cC4Pr Codnc C& t. FRANCES BOLIF
g Exist. RM/ RT 3 T - -I F - YI _ II - -,HISTORI - ESGUE MISSION a-Y13- N I� �� \E OB 217 PG 370
o Exist. RNJ, ►rST�S'NC• I o 59" r I'FD HISTORIC
�o0 15" RCP -IV E I 00' L . DISTRICTI Q DB 3�3 P�943 - o s+00. -Y13- DISTRICT—_
_ In �:�c 46 49 I - -
o + RESCUE MISSION xa MARIIE H..ZOPGSONN I b 61.00' Rt. C \ �� I\ �o�Rir tn F Exist. RiWr StnsF! N�EwE.R
. MiMSTM 5 1p�I I r oN l \ .00' Lt. cC4r sS`
OB 2642 8C 778 -
HISTORIC 15.00' x III I I= END CONSTRUCTION GR Rt. e 1 1 cR\ END C ION
E -Yll - to. l 50. szs s3 so w c
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h +6 00 LALT- DIST ICT Exist.am// l`R -Y/4- PO 510. 11+ 178 \ < \ RIP `
NO.
r 1 n ENGINEER ENGINEER
RAP
Lt. End Ret. Wall # F y Q © yzq g yO-ji COW
-Y14- ta. +0 // e \� s�2 w 56 Z3f WILLIE H. OB E1006 PG 1796S HOOD m TENT
T t + s +08.00 -Y 4 NO CLAIM 1 PRELIMINARY PLANS
U HISTORIC cMoveDl I
xist RNJ 25.00' Lt. c\ Oj oryfy DISTRICT \ I + 4. O -� DO NOT USE F R CONSTRUCTION
of R +55.00 - \c s Oq Do Disturb ----- - ra-W \ 59 60. 0' Lt.
h Exist RhN 25.00' Lt. F EC LESIA HOUSE OF PRA ER NC. I
00
5. t.- - 00 -LACY- ' I oe 15T2 PG 571 70.00 -CAL -
+67.91 LALT - 50.00 r / / 3Existing a N
z 00' L • 45.00' Lt. LALT- o sF° DEROME®T HISTORIC OUtWERN REPAIR J
GR o Exist. RNO, DI TRICT 3 /� �K�R _ /
SFB� Pr I II r C 38.00 Rt. HARpLD D. rR LIMITS I 4- no -IAIT- R IDC.
B o39 50.00', Q
- - e bg F / aK r r -Pc 00 -11 - 50.0 ', 76.00' Lt. 0 Pc e26 60.00' Lt/
wti m P0� 1.0 ' Lt. Prop. WW, F Exis Lt. - 70.00' Lt. - - I 0 ' Lt. D E : E
+34.31 - T- 50.00', esr� 0 -LACY- O \ ego a cq \
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C a• x wA Cg IDS" C�-IV s 50.00 Lt. E��E caNc tur WAB DUE
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-
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DB 2b PG M DO Not "Z ss - -Y/4- POT StO. l0+ PUE PUE uE -.- -. - PUE O--e \ s 3O• MTLL . OTHER END
Di - 3o•MT - UNKNOWN \` `End RetainingWall#4
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\ IBI IsF° House 4 / j +10.00 -LACY- °s 50.00' Rt. // `1N 1 -LALT- Sto. 52+50.00
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BOARD OF EDUCATION
OB 1838 PG 314
PB 129 PG 208
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g• CLAY 5
1// II OTHER END = 12'PLASTIC \\ 1
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- 2035 ADT 6
1Y2041
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�)� /+/ T = 23. 6' // 1 THER END 2
e! A i K4 / Ly. �[ R 200.00' _ _ - _ _ - / O DUNRNOWN � 2
/T � / - -- _ _ -- 178 184
�'° , i� v + /� IE �'��� -- DI -LACY- 206
-Y15A- ' t . I +80.00/ II 204
IV / 1008 35' R is\ END CONSTRUCTION �/ ' + J11 <\ 5� C1 O
/ - - {� \ II m 15 14
\\ lr ill �esw \ \ )1 c� 0.00' Rt. / \ \ + \\ p/AYCROUND ��
CP-IV 5,\ _ '`T.,77.0O t� a' III 18
FOR -LACY- PROFILE SEE SHEETS 28-29
A, ' \ Nn FOR -Y14- PROFILE SEE SHEET 34 36
MOTHER END FOR -Y15- PROFILE SEE SHEET 34 -Y15-
009 \C \\\� g, o\ �\ � j F\ \ c 0�Q 11 J/ TO BLDPROP
FOR -LALT- TYPICAL SEE SHEET 2 B
o�,� '`,_'`'��7 � FOR -Y15A- PROFILE SEE SHEET 35
PROPOSED SIGNAL
cR UpKR fy s�� ` / FOR -Y14- TYPICALS SEE SHEET 2-G
Conc. Sidewalk FOR -Y15- TYPICAL SEE SHEET 2-H
' Pr \ oy or Island FOR -Y15A- TYPICAL SEE SHEET 2-F
/
RI T / - \� FOR CURB RAMP DETAILS SEE SHEETS 2-V THRU 2-Y
HIS Rli '
LI ITS �/ \\46 i N o f/� n �P c Proposed Brick Pavers o FOR INTERSECTION DETAIL SEE SHEET 2-S
E% NOTE: See Pavement Marking Plans for
eo �A �v ��� °or A\l/ u� Curb Ramp Stations

raw
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ss p I U KNOWN _ 0' Rt. 5 00' 5 .00', _ 55.0 ' Rt.-LACY_ GR I "� 38.00' Lt. >-�+ a Rat in #5
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02�1 O 189 Pro . PUE F o a 92.On -CAL -
_ I is S ISBLKBus 61 ° o JEAN C1425 PG 6&. TRAWICK 58100' Rt.-LALT- w � a� I �0 00' Rt. - LT_
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Exist. RM/ 5T I I 0 1 *2001 502.45.44•w WALL Q Q P BSr / / N I�I ��0 y ,III^' +00 THE SALVATION ARMY
135.69' ti / GR /
(C I I 08 1i39 PG T82
DURHAM PUBLIC SCHOOLS I 5T g z \ I I /
BOARD OF EDUCATION I I I / ,5,� r ---�� � S02.45'44'W I I III I m
�� 35.00'
DB 1838 PG 08 CG _ CONC 9' BLK WALL & 72' CHL � I .�1 I OI B' CLAY _ _prHER END
PB 129 PG 208 NC HA DOLS 9 BLK WALL & TZ" CHL - III -UNKNOWN
EXISt. RNJ, I o I EBA I I N -
END CONSTRUCTION E ST 27.00' LtJ3 BOARD OF EDUCATION
WD 0B 1838 PG 314 I I I F mI F
-Y/7- POT Slo. 11+4500 I,u x__ PB 29 PG 20e
MATCH LINE SHEET 23
FOR -LALT- TYPICALS SEE SHEET 2-B PROJECT REFERENCE NO. SHEET NO.
FOR -Y16- TYPICAL SEE SHEET 2-1 2015 ADT -Y18- !1_3.Iad--_ I LL_
FOR -Y17- TYPICAL SEE SHEET 2-1 2035 ADT 52 RNJ SHEET NO.
I FOR -Y18- TYPICALS SEE SHEETS 102 MATCH LINE SHEET 22 ROADWAY DESIGN HYDRAUUCS
I ii3O Ids, B57 2-H & 2-1 - --w-- ENGINEER ENGINEER
�I r (in I s
g FOR -LACY- PROFILE SEE SHEET 29 187-m ' jr - x-
II FOR -Y16- PROFILE SEE SHEET 34 15 Nay ! LL a 6 wD
END CONSTRUCT/O d y FOR -Y17- PROFILE SEE SHEET 37 6 7 - PRC Sta.11+51 8
X� I a -LACY- 22 18
-Y/6- POT Slo. //+85.00 I m _ _ �� FOR -Y78- PROFILE SEE SHEET 35 210 25.00 Rt cHL on�lz oNr A
- - 4- FOR CURB RAMP DETAILS SEE SHEETS 188 150 _ 36 _p +52 -Y18- PRELIMINARY PLANS
II Im I FOR
INTERSECTION DETAILS SEE SHEE 3� �3 184 I i 47.0 ' Lt. fl ©, NOT USE FOR ONSTaucrlON
2 NOTE: See Pavement Marking Plans for 26 q _ _ ( i W
25.00' Lt.
H
11
Curb Ramp Stations 36.00' Rt. ul I I +6 ©Yl8-
CL
R r-� I B MConc. Sidewalk I LC 33 0' Lt.
END GRADE F _I or Island _ _ m 188 X
BEGIN RESURFACING - 66 0 1 I` c N I - - O
Yl6- POT $10.1/F40 ° -Y18 35.00'Rt. o m I DOCK TERRELL �^
�M I6R/I * PROPOSED SIGNAL (�2 I 32.00' Lt. OB 302, PG 13
•VET NOI.42'48-E
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I
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Exi . P W
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27.00' Lt. m IF 123 �1 I

PROJECT REFERENCE NO. SHEET NO.
FOR -LALT- PROFILE SEE SHEETS 29-30
_ FOR -Y20- PROFILE SEE SHEET 31 Conc. Sidewalk p Uz-5.10--_ 12-
-x- © x I FOR -Y21- PROFILE SEE SHEET 34 or Island Proposed Brick Pavers RN SHEET No. _--
FOR -Y22- PROFILE SEE SHEET 35 ROADWAY DESIGN HYDRAULICS
--x-XX -LALT- - - - -B ENGINEER ENGINEER
FOR LALT TYPICALS SEE SHEETS 2
14�1LALT FOR Y20 TYPICAL SEE SHEET 2 K * PROPOSED SIGNAL
ri f e " K wn wis cH -h - Pl Sio 64+$92/ FOR -Y21- TYPICAL SEE SHEET 2-1
STUB A = 2'05' 26.9' fLT! FOR -Y22- TYPICAL SEE SHEET 2-1 & 2-J
c 0 = 0'22 55.r FOR CURB RAMP DETAILS SEE SHEETS 2-V THRU 2-Y
L = 547.37' FOR INTERSECTION DETAILS SEE SHEET 2-U
BEG/N CONSTRUCT/ON I L - T = 27372 NOTE: -See P,avementMarking Plans for PRELDO IMINA T USE FOR CONSTRUCTION
-Y20- POT Slo. /0+2500 al U 00NC R = /500000 Curb Ramp Stations Tie to
r - SE = NC
oNc Exist. Sidewalk
- sFD End C&G co"c -N, j� cs
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03- DISTRICT ND RESURFAC/NG © \ I-
- - Q I CONC GONG
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GR lD'GR I ,�
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/ p 69 EARL M. & DELORES EVANS e AAbA INVESTMENT CO. INC.
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CAROL
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+15i.49 -LALT- M End C&G
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- 30.00' Rt. 2 r' I, 23.00' Lt. \ RETAIN
66 -- Nor35vE 77.00' Lt. 54.00 Lt. I J \
CAROLY . BROWNING 68.00' Lt. 04 RCP EIP 20 R 12 S 49.36' +67.00 - +25.00 - LT- Pro RNJ I `f' - F Rsr \
DB 305 PG 326 _ cR _ 50,00' Lt. 1 f'' \
64.00' Lt. 64.00' Lt. 33.00' Rt.-Y22-
E_LALT- 67.00' Lt. I 4' -F o 31 -LALT-
E Sl +
E C _ T W Slid alk E E / �\ s - - +00.00 -LALT- Pro p =
7- _ C _ _ _ _ / 67 67.00' Lt. DO,
a -Y22- POT Slo. I4,�/3.43
sFo - 57.00'� E -LALT- 1215 V,
R to Xls_ HENRY M. & GLENN CHERRY\ : r \
I co"c 50.00' Lt. E � � - cowc Oil I F 50.00' Lt.
Pro .Conc. R DO 07 PG 6M F / F B \ LALT- Exist. RAN \
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R
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PLUG & FILL CURB
m �TYPe 1 m
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_ Bi a Lane uae -£- - - - - - - `y - J - - - �"$g�. Ci7r OriDURHq�� 1 Brick
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0 DURHAM +B PPLAN ATI- cR +6 0 -LALT- d 8 z5BKAPT E E 0 3 / 30.00' Rt.
DB 2217 PG 628 C17Y DURHAM C F / CONC
coxc % 59.00' Rt.-LALT-
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+ 9B 2zo�t B�i3 65 6.00' S - -
29.00.... 1 � - - 38.00' Rt.
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+ �s on -v • Ol `^ -Y2/ Slo. 10+00 58.00' R . I i 00 LT- O 7 + 00 C I 0 2 I MT` ca P°
F SDI )C \ \ coNc 70 PropF 30.00' Lt.
28.00' Rt. col W / �L- +7 1 6L
I L� 5 .00' _33.00' Rt. 1212' _ _ _vENT CAPS
2SBKsu$ - - XISt. S $ANE 11ARNA I CONC I -� --Y22 m 32.00' Lt. OCONC
ACAR�Y N +00.00 -Y21- 02 =II 36.00' Lt. �s4e IcoNc I i 30:DD'Rr - -----_ -- 40' F-F
38.00' Rt. 03 0315 20 161 • 'I I L_ � - S 02'ge'2B w G I TQ E WIN DISTRIBUTING CORP INC.
124.35' N 1 ' 18' I BST
THE SALVATION ARMY EXISt. RV \ E SOr33'50'E GR =12.83 F I DB 1025 PG 740
OB 1239 PG 782 2015 ADT -Y22- _ _ _-�-- 02 'v ISBUK sus
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END CONSTRUCT/ON III Do Not +42.37 j - - - - 151.23'
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-LALT- 6 House 2
a Y I corvc zsBKAPr 4� � IQ conic C � I i 32.00' Lt. DAVID MCOUEEN $R,
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-� 35 1 �II 170 0 - - C 39.00' Lt.
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\-
_ _ x
> UNIFORM TA — — — -- — nNe GR
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3 3 I I \ -LALT- Sfo.67+60.00 GR
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~ 6„' 1309 �� a_ F iE
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-- 43, CONC --- -- T 0, 48'CONC —_
---._—�X—xX=—N► —_— _—._—_—_----
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OTHER END
UNKNOWN
PROJECTZzREEF//E�TREENCE NO.
SHEET NO.
-.L.LSLLt__-
RNd SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINA
DO NOT USE FOR
Y PLANS
CONSTRUCTION
NAD 83/95
Si ewa k
e6
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PLOWABLE FILL py I I°I a I j— X cR h N I= 2 05'269'(LT)
--esr 0 = 27-57'
ERWIN DISTRIBUTING CORP INC. C> - -
x
�B IM Pc-740- I I I I 36.00' Rt. I x� — _ ` R = 15A0000
RTAINX Ix ? SE = NC
eaNc w _ --
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37.00' DB ro5 Pc 21
oo B i /x �Q5.00' Rt. x \ P m -.X -
c�
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DB 3291 PC 15B I '
w I I I—
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S3 R ■ FOR -LALT- TYPICAL SEE SHEET 2-C
/
x c OTHER END FOR -LALT- PROFILE SEE SHEET 30 UNKNOWN
X I I X Qyi
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PROJECT REFERENCE NO. I SHEET NO.
(6d gs7
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I
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E _ _ -NSN- STA.4?-+(
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SPECIAL L L ASE DITCH
1 Not to Scalel
uno a r •� (Kef F711
r 2/ D F\OK Slope
GBOTex T11e g
Min. D= 1.5 Ft,
Max. a= 1.5 Ft.
B-Var.- 2Ft•-IOFt,
Type of Liner- CI.B Rip -Rap
— FROM STA. 22+50 to 27+00 -NSN- MED
FROM STA 17+00 to 20+00 -NSS- RT
FROM STA 23+00 to 30+00 -NSS- RT
I
Ems---- --���
14
I LECTRIC \ - - _ _I - - - —
s s2'40' � -NSN- \' -------------P_--
FOR -NSIT-PR0fiLE�SEE,VEET 40 -
IFiE _ - O 5T4?CR
FOR -NSS- PROFILE SEES ET'318- —
EQI�NSN- TYPICAL SEE SHEET 2-M _ o xo
FOR -NSS �Yi°IL CL $�E SHEET 2-M - _ _ o' ` q0
RR-RM
RR-CF(5 _ _ _ UNKNOWN y
--- — �%
SIGNAL C�
-- —--w-----------24. op---- III --- _c
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uNKNowN - -"- - - _ _ BEG/N CONSTRUCTION — — _-
-55�-
_ I_ , IyNSS- STA //+90.00
—�� 2'STEEL--___-- I 38A,'Ita----------- 6 _w----- . OIP
- N/ I F>P.
w 0
00
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m r rl POLE _ �— o --- --- -c- _T - ®--- w-
I CLAY � =� _ MN i -0-5
GIRLS --
JOHN 4VERY BOYS & w I
CLUB DB h70 PC 521 W HASKELL PROPERTIES INC \ -
PB 59 PC 12 NO CLAIM I I I I I I� I I C*ENDOLYN LOUDERMILK OB 2237 PC 532
OB 1805 PC 401 rsFo DI-----_--
85 I I� II III NO CLAIM
86 87 tp- --I II I
sED I RONALD O E.&
IrII �IjI / NO CLAIM I I DBLU CPCE73 5
oI
mw� l / JO[`HER ENO 1869
I I II 4NKNOwN I I 9O
I
8T.42' A,I NO
iPCLAIM
6'S
al \ w S66'S3'S5'E S63'55'E l `y I
S6653.55'E �u
d I I IIIA DUANE WILLIAMS AND WIFE o R7w. EIP
cRave - JACOUELINE WILLIAMS
sa W I III _ �.' DB 4348 PC 547 88 z
NO CLAIM x it
S66'SI'54'E �I
I 4 87.3T i� 0.25'
Q I I N66'S1'S4'W
/W TO EI p
OTHER ENO I
Z I UNKNOWN FSFD
I I I MERCY RUCUARU OTHE EIVO
B 31
D72 PC 359 UNKNmWFI
I �
I x— - N-jrA '354 X� 9'W NO CLAIM
to x_ t 563.52'E
11.
I H\p�4 •j4'w k____- 11555'
I
I I
X
�x—
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT USE FOR
Ln
W
v
Z
J
v
Y PLANS

PROJECT REFERENCE NO. I SHEET NO.
—NSD2—
Pls Sto 10+82.67
PI Sto //+90.69
6s = P 23' 41.7"
A = 3' 00' 00A" (LT)
Ls = 124.W
D = 2' /5' 00'
LT = 82B7'
L = 133.34'
ST = 41.34'
T = 66.69'
R = 2,546.64' (CHORD)
VE= 55 PASSENGER
V = 50 FREIGHT
FOR -NSD2- PROFILE SEE SHEET 43
FOR -SW2- PROFILE SEE SHEET 45
FOR -NSD2- TYPICAL SEE SHEET 2-M
FOR -SW2- TYPICAL SEE SHEET 2-M
0
BEGIN CONSTRUCTION
-NSD2- TS Sto. 10+00.00
16-8sr
6'DIP
—cc
I
€3 ----------SbC00P37.7'E
31Y?CN
_—
I RR-XC , —NSDo
—
i I x L
P
Q-----------
UNKNOWN
I I� RR-CF(5 \ - �- - - _p
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--------- SIGNAL I \\ SIGNAL
POLE -v-
- POLE-
-- — / ----------_ oll
— — — — � z4• DIP
�\ - - -4- - _ _ _ _ _ - - -NSD - SC Sto. /1+24,00 III
--- USE ------- ------
FOR - - - -
DETOURS ON
OTHER END 8'CLAY _
UNKNOWN _ W _ _ - - - l V
STEEL
6' DIP
55
JOHN AVERY BOYS
& GIRLS CLUB
DB 2170 PC 521
PB 59 PC 12 NO CLAIM
85
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
2SBKBUS
I
\ � R, �
\18�CONC \ vl I
---------=p_-_-P---RR-XG
ELECTRIC
ICNEL I II I SIGNALTR -
m I r POLE -
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II �II I III
50•
I
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UNKNOWN ISFD I
I MERCY RUGUARU OTHE END
08 3172 PC 359 UNKNJWry
VJ
IS
89
Fo
LL—_
NO
CLAIM
W
X-x--xS63.05'52'E
-
CWENDOLYN LOUDERMILK
DB 1805 PC 401
ISFD 86
NO CLAIM
GRAVE(
HASKELL PROPERTIES I1C
DB 2237 PC 532
ISFp
87 NO CLAIM
DUANE WILLIAMS AND WIFE o.19,
IACOUE11NE WILLIAMS Riw TO EIP
08 4348 PC 547 88
ISFD a
RONALD E.&
LK.LIAS COLEMAN
DB 1869 PC 573
I 90
I NO CLAIM
g
w
J
v
Q

v
0
m �
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3 a
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S-Ef-— _
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/
PROJECTZZREF//E��REENCE NO.
SHEET NO.
L/-.L.1SLSi--_
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
- - - — — -- - I
p `t„� . 1503
-- .NSN=--------------p— ��N ELECTRIC
- .. ".`mow---✓- w
S 62' 40, 355' E n p
---__ -Y-
P� 5to'f3*t5 9� Pt37o14+9�J5 fis
A = 3' 0/' 31.6- (RT) _ 2 T#� _ _Y to,l +t �7 —� \ > > e f os9 •sue— > HW
W D = l 30 28A' L = 151.84' C _ _ \
_ f -
Z T �33' --'T'�75.93' _-Y- POT Sto.t2+00A0 C 1502
cn R = 3.800A0' R = aoo Do --- - w - -- -,8/n� cRAD� - _ - -L �- - C— — —
SE = OA2 — — — ---_ 200'T SEE DETAIL A
SE = 0.02 Transition Pro C&G T -� ELT & RT I —
into Existing Cur F _ cR FI _ — —--BY24- 166 57.155Left�56.75 Future
N -Y- �i�ta�47Y6.414.78—
= V
J -Y- T t H+ — -- Prop. 2'6" C&G + 21' 24: a F
04
= BEGIN CONSTRUCTION — — — — _ — — — — + _ - L(�
+ _
MI ---- S5 - - - - - U, - MH -x- - - 8 C AY2'6'ra OTHER END I - O -p- - - O - PETTIGREW 5T 36'BST 15D1 OTT OW B P 75 / 2,fjn -- ---_ W
— S5- 8' CLAY O F _ - + p �v&G T
- -_ 55 CSI UNKNOWN N _- - - - - - - - BY4"R�1 -'h9 y
_ _ 15'R o ® N W o - - - - - -
m0—J I --- --- - - - - - --- — — o N o 0 o B•aAY - -1 BYS A-131�
Po J'c - _ " P m p N
- - -
- onc. TYPe A - \ - - — - - -Prop. 2.6'�C&G _ o o N Z
Sidewalk 25'R I - - Fro - -- _ _ __
z Transition Pro C&G + - - P m CR 5 C Rc. Sid sT 20'R o j
I into Existing Curb Exist. RW, +15.57 -Y IP Type F E - - - 35' R
25.00' Rt. 25.00' Rt. - _
u I MARY N. CDDKE +18.00 -Y \ + 85.00 -Y- E
NO CLAIM < �° I DB Was PG Ta3 32.00' Rt. W I 30.00' Rt. F E — 0 0 1 Type
m +26.00 -Y- Tie to +80.00 -Y- I F Q
{0 91 +24.0 Rt. Exist. I +16.22 -Y- +50.00 - - o
J S I � Exist. RNV Prop. R7W E R
.e I +24.00 -Y- Sidewalk 45.00' Rt. +50.00 -Y- 30.00' Rt. 30.00' Rt. I �'
W 50.00' Rt. II I I 33.00t Rt. a
esT o P +28.00 -Y- m I I I +48,00 -Y A- 0 1 01 01 I
50.00' Rt. xist. RNJ I I I — 40.00' t. coNc m N
Z 0.00' Rt. II I I
ISFDABAND F3 -Y3A- POT Sto.12+68A5= --- dl
-Y- POT Sto.14+88.49 47.00 -Y3A-
. RNJ
X ' I ExQ
ISBLKBUS II II I I W I T
N FRED a MANIJEH BORHANIAN V
I.7 x
SPECIAL DETAIL SASE DITCH I I o DB 2228 PG 159 w } y o'po
t Not to Saabl I I I R� y i7 a O
round 2i {{ef Fn o
=
a D pro Slone I I isa�Kac +
N C n
ceoTexTrb B Min. D- 1.5 Ft. ISFDABANO I I t0 W
Mox. d: 1.5 Ft. I I u +80.00 -
Y3A-6—Van, 2Ft.-IOFt. �� 32.001, I o 0
Type of Liner = CL B Rip -Rap I 1 Exist. N
�W I
FROM STA. 12+00 to 20+00 -NSN- MED I H . I,ll I I 3 03
FROM STA. 22+50 to 27+00 -NSN- MED I O
FROM STA 17+00 to I 20+00 -NSS- RT 0 I FROM STA 23+00 to 30+00 -NSS- RT
- - POT Sta, 11+50,00
Conc. Sidewalk BEGIN GRADE — EX ST < INC•M M
or Conc. Island F nPG 44
ca �I
NOTE: See Pavement Marking Plans for -Y- 56 52 Y - ;I of �„ I 1 I Ig
Curb Ram Stations 78 72 j S6z'49� 2.
P oz.7e
c FOR -Y- PROFILE SEE SHEET 30 1 II +2g 9 I W
FOR -Y3A- PROFILE SEE SHEET 37 21 15 Wm 0 Ip
FOR -NSN- PROFILE SEE SHEET 40 2015 ADT W
a EAGLE VILLAGE COMMUNITY
FOR -NSS- PROFILE SEE SHEET 38
FOR -CSXN- PROFILE SEE SHEET 42 2035 ADT 26 �' DEVELOPMENT
DB 2982 PG 6T5]] o
Ic FOR -Y- TYPICALS SEE SHEET 2-C & 2-D 0n 100'S) 36
a FOR -Y3A- TYPICAL SEE SHEET 2-E -Y3A- - ----- 83 0
FOR -NSN- TYPICAL SEE SHEET 2-M�
tip'_Q ____-
FOR -NSS- TYPICAL SEE SHEET 2-Mmq�- - -
FOR -CSXN- TYPICAL SEE SHEET 2-M w� ✓ 111 I I R — — — — —
_a FOR CURB RAMP DETAILS SEE SHEETS 2-V THRU 2-Y
MATCH LINE SHEET 4
PRELIMINKRY PLANS
DO NOT USE fOR CONSTRUCTION

PROJECT REFERENCE NO.
SHEET NO.
END CONSTRUCTION —
Z /gyp
�_.L�SLLi___
SHEET NO.
_ _
-
------------ PI -TO SW2- Sto. l4+
PS I1 TQ
ROADWAY DESIGN
HYDRAULICS
.�
-SW2- PT Sto. 13+2278 -NSD2- POT Sto. /4+6/.09
-NSD2- Sto.14 234 =
ENGINEER
ENGINEER
C C -SW2- Ste. l 378 C
— — — — — —
— — — — — — — — F F
C — _BEGI IMMOVA OF C
PRELIMINo
-SW2- PC Sto.12+12.69 EXIS G CSX TRACKDO
NOT USE
o STPLANS
S 02' 37.T E -SW2- 15
S 68' 2758.9' E
Sw?cH _AICni- - - - - _.. ` -1 , I __ - . . ... _ucne_ cr c. rsioc w
-NSD2- CS Sto.12+5734
USE ONLY_ _ FOR
—*-----
__ 8' CLAY 212 L---
N
BST
PC -- —C =— � � �' � �- C—� � ^�'�4✓-'may-yr-s?tiv'�i�tiy
�^IJIUVI, NS TRACK — — —
STA 16+50.00 -NSS-
-��
-NSD2- ST Sto.13+8/34 � \EPOS'='
m BM *503
6R \l i ? NI -BY24- 166 Y- 5to.14+56.75
57.15' Left
I ..� ELEV. 414.78
24-CI I
R/R DETOUR
s
- - - PETTIGREW ST 36OTHE END' BST
_------w-------�------ LINK OWN
OTHER p
_ ss—� UNKNOWN w-- — —
MH a'aar ------ ecl -w-- 131
p _ -BY -
- -I - - - - - �_ — - °uNm ow"a° T 55 a cLAr - - - - - - BYS A131
\� C — — —
Iti _ 5 I
i -,�_ _
a m m - —CONc is CNC
EKST
u I MARY H. COOKE
NO CLAIM < ° I DB 1488 PG 787 IWALL I
.6 I J
CGNC I
ISBLKBUS
-NSD2-
ISBLKBUS
-SW2-
PI Sto /2+67.75
A= 3'18'07e(RT)
D = 3' 00' 00'
L = IIOA8'
T = 55.06'
R = 1,9/0.08' (CHORD)
V = lOmph
SE = 0'
Q
Ln
W
g II I ISFDABAND ¢wt l
I I
o - n
FREO & MANIJEH BORHANIAN ti I
DB 2228 PG 159 III
II II ii Z�M 84 Ili ! �I I
I
IISFDABAND W I I s0'R/ fl
I I
II � 0 1I 41 I
cR C I �
N�c II — I I FOIL 3RPG 4 4 M
' III • o�� j I e I 19
I I I II � S62'49'20'E � ecW II I I I
FOR -NSD2- PROFILE SEE SHEET 43 II 102.T— � 2g.36.
FOR -SW2- PROFILE SEE SHEET 45 rz9_i9
FOR -NSD2- TYPICAL SEE SHEET 2-M II Wm 61 Ih
FOR -SW2- TYPICAL SEE SHEET 2-M I II W EAGLE VILLAGE COMMUNITY^ III
PIS Sto /2+98.68
Pls Sto /6+84A/
PI Sto /9+2/A7
es = P 23' 41.7'
es = l' 23' 41.7'
A = 8 47' 23.4' (RT)
Ls = 124.00'
Ls = 124DV
D = 2' l5' 00'
LT = 82.67'
LT = 82.67'
L = 390.68'
ST = 41.34'
ST = 4134'
T = /95.73'
R = 2.546.64' (CHOR(
V = 55mph PASSENC
V = 50mph FREIGHT
SE=2'
I I z I OB 2 82MPGT675 ` � ]I I
I
I IIII I `°I I
83I I
------- -------- - - - - -- .Ili
N I W��Ij I I WN — — — — — — r--.
I w ,1111
MATCH LINE SHEET 4

N
U
ca
0
N
N
V
a
CL
O
0
U E
0
M �
P
C
m
I
\I `
I
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FOR
-Y- PROFILE SEE SHEETS 30 & 31
FOR
-CSXN- PROFILE SEE SHEET 42
FOR
-NSN- PROFILE SEE SHEET 41
FOR
-NSS- PROFILE SEE SHEET 39
FOR
-YC- PROFILE SEE SHEET 37
FOR
-Y- TYPICALS SEE SHEETS 2-C & 2-D
FOR
FOR
-CSXN- TYPICAL SEE SHEET 2-M
-NSN- TYPICAL SEE SHEET 2-M
FOR
-NSS- TYPICAL SEE SHEET 2-M
FOR
-YC- TYPICAL SEE SHEET 2-1
\ \ FROM STA. 22+50 to 27+00 -NSN- MED
— FROM STA 16+00 to 20+00 -NSS- RT
- - - 6'CI-_ FROM STA 23+00 to 30+00 -NSS RT
_ _ _ _I C
SEE DETAIL "A" END CONSTRUCTION
Lf) STA 22+50 TO 27+00 -NSN- MED -CSXN- POT SIo.16+92.30
W \ N
C
39,
Q ---- F
S 6240'35.5•E
„
Future1TA Trocks "L & ssew a SEE DETAIL "A-
STA
00 TO 30+00 -NSN- RT
e 550 NM _ _ =x x�X—x "cNX& sBw C w_ X 14•a C
_ w 7606SIZ & x C �V
Prop. 2'6" C& coNoFF "--
PRO%IM iE LOCATION --�L 6' CURB `r 20+00 5 0' T _ IJ U - - a cLAPER r — _ ��i two _R LT&
MN RT
— N -- — _ 2T'--
_ — — � �- - - - _ _ _ i 8•CLAY — — I _ + INC -
N S5 29 J
\ \ E%iST R/— '0 (J 0 _ -I. -W_ _ MN
J ON � � _
L no _
00 I -- 55
T 1607 R a 3
�\ 5' Conc. Side alk — 605 I M _ _ _ _ N 5 o
C 6' CURB
Q +4=_ o \ T o � E IL/WATE F �j, SI E
M LINE E RA _ —� —_ — >w6O4
LINK
A r F _ — — —
J t d INC —1 x �" c"�� 3ssw
S E E +41.00 —Y— eKEus �j2J0 —Y— 3 — x
+ + PUE PUE TD oF�+ 24' I 5' Conc. bideWal_k
02 \ Prop. RNV 92 30.00' Rt. TENCE X coNc I y C s1cNaL OR
/ C U _
+50.00 -YC- +00.00 -Y- x I x LJ m n PU ��— PUE i = _X _ x _
23.00' Rf. SOUTHERN LEASING INC. 38.00' Rt. +0 O -Y- L—J + PUE I I
\ DB 2750 PC 934 6
\ 0 m \ 30.0 34 00', I \ I + + UE = P _ C
+58.00 -YC- _ _ 40. 0' t, a x x m \+ I /�\ o E
NA Exist. RNJ +25.00 -YC- N/C - - -w- - x+ `\+
e p4 25.00' Rt. �,�� \�_y_. v\qC
\ \C48C I \ \" MEC� +30.00/ Y- O
oNc \x I 5 f/ +� 40. Rt.
O5 O = \ ONITOR i \ �O \�\ I l J END OFI POD /
+OO.00 -YC- MWELLOR GRAIN WELL 3 I �\ CONC I \ SIGNALX I ryG/ 93 _ / TO WATERTOWE RETAIN
EXIS}. R/W, I ORAIN O O �l i �\ R
20.00' R}. GR ODIESEL CITY OF OURHAM
TANK NT I \� 08 128 PG 517
\ \ m -YC- POT SIG. 10+00 w GAS TANK nP ES / I GR
5T IP 1 i
49 0 Lt. CONSTRUCTION 4 MwEiiR oo x z�_� I -
\ \1 \\ `CHAMBER a �)(
OO O -YC- m OIL/ R SEPARATOR O MWE LOR I N I _y_
Exis . RNJ, `\ `� I co"c r �- u P/ S/o /9+46.70 PI S10 22+47.00 Pl Sta 25+37.8/
m� 20. Lt. ` PMP I J� 3 , MI �= 3'23'552'fLTJA= 6'13'19.Y(RTJ�
\= r49495'fLTJ
°0� , I DRAIN X x I D = r 36' 09e D = r 36' 09.6 D = r 25' 56e
DRAIN
/ IN I 1 L = 212.06' L = 3882Y L = 127.79'
, OBERT L. MORRISO \" T = 106.06 T = /94.30' T = 4.".
DB 098 PO 627 o\01 = _ _
-� _ I - / l R 3.575.00' R 3.575A0' R - 4.000AO'
1 ` SE = OA2 SE = OA2 SE = OA2
\
PROJECT REFERENCE NO.
SHEET NO.
UzI.18---
lfi_
RW SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY PLANS
TX) NOT USE FO CONSTRUCTION

m
AT c H LINE
SHEET x �
X
Z
3
AOBERT L. MORRISO
1 DB 096 PC 627
1
USE ONLY FOR R/R DETOURS
END CONSTRUCTION
CSX- PT Sto.12+5228
XN- PT Sto.16+90.87
-EXCSX-
Pl Sto 11+66.03
A= 5' 36' 35.3' (LT)
D = 3' 15' 00'
L = 172.63'
T = 8639'
R = 1,763J8 (CHORD)
SE =
0'
F F
F
S53")2✓ _ F
--
N
-NSD2-
PIS Sto 21+5736
Pis Sto 25+42.69
6s = r 23' 41.7'
6s = r 23' 41.7'
Ls = 124.00'
Ls = 124.00'
LT = 82.67'
LT = 82.67"
ST = 4134'
ST = 4134'
PI Sto 26+50.71
A = 3' 00' 00.0' (LT)
P/s Sto 27+5870
D = 2' 15" 00'
6s = l• 23' 41.7'
L = 13334'
Ls = 124A0'
T = 66b9'
LT = 82.67'
R = 2.546.64' (CHORD)
ST = 4134'
V = 55mph PASSENGER
V = 50mph FREIGHT
-NSD2- TS Sto. 24+6003
PROJECT REFERENCE NO.
SHEET NO.
RW SHEET NO.
OADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
FRELIMIN
RY
FLANS
DO NOT USE FO
CONSTRUCTION
X— lw
X—X
END REMOVAL OF
TING
ING
EXISTNS T
�X—
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00 N
GR
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X�X�X—X "CHL & 3SBW
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SIZE & 7YP E_UNKNOW
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o
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30• CONC CC
w
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—
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_ SIZE A TYPE Q
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ATOR X X—X
SEPARIn % —\�-
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72' CHL 3SBW X X I INV=40
ISBKBUS < �n S'
J � c N P-908.36
END
JT FENCE X II CONC III o o 4 F�+ / 05.25
X X—X
L J i L`J z A Lo I i 1 I CHL
In
SOUTHERN 2� LEASING INC.C3
41
GR
uP, 1
i MONITOR
ORAINELL OI
o
IMONITOR
4 CHAMBER WELL w
OIL /WAT R SEPARATOR O
CONC
II DRAIN
�I
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o
DIESEL
TANK
GAS OTANK ST
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MONITOR
WELL
DRAIN
PUG
X + \�-
\ NEND
/ ' �La OFSIGNALTOWATERTOWER
CITY OF DURHAM
p8 128 PC 517
I GR
i
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END OF
SIGNAL
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