20150623 Ver 1_Application_20150624

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
June 24, 2015
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Ave.
Wilmington, North Carolina 28403
ATTN: Ms. Liz Hair
NCDOT Coordinator
Dear Madam:
Subject:
Application for Section 404 Individual Permit and Section 401 Water Quality
Certification for the proposed replacement of Bridge No. 116 on NC 24-210
(Rowan St.) over CSX, Norfolk Southern Railroads, and Hillsboro St., and
existing Culvert (No. C258) with Intersection Improvements over Cross Creek in
Cumberland County. Federal Aid Project No. BRNHS-0024(24), TIP No.
B-4490. Debit $570.00 from WBS 33727.1.1.
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA), proposes to replace Bridge
Number 116, on NC 24-210 (Rowan Street) over the CSX Railroad, Norfolk Southern Railroad
and Hillsboro Street in downtown Fayetteville.
The purpose of this letter is to request approval for a Section 404 Individual Permit and Section
401 Water Quality Certification. In addition to the cover letter, this application package includes
the following for B-4490: ENG Form 4345, stormwater management plan, permit drawings,
roadway plans, and DMS acceptance letter.
1.0 Purpose and Need
The purpose for this project, as identified in the Environmental Assessment (EA), is to replace
Bridge Number 116 on NC 24-210 (Rowan Street) and to relocate existing Rowan Street in
support of the Fayetteville Northwest Gateway Plan and the proposed North Carolina Veterans
Park. The proposed project is intended to address the following needs:
•NCDOT Bridge Maintenance Unit records indicate Bridge Number 116 has a sufficiency rating
of 7 out of a possible 100. The bridge is considered structurally deficient and therefore eligible
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

for FHWA’s Highway Bridge Replacement and Rehabilitation Program.

• Without reconfiguring the intersections of NC 24 (Rowan Street), Bragg Boulevard, NC 210
(Murchison Road) and West Rowan Street the level of service is expected to range from E to F
in the design year (2030).

• In 2007, the City of Fayetteville approved the Northwest Gateway downtown redevelopment
plan. Portions of existing NC 24-210 (Rowan Street) right of way is within the proposed limits
of the North Carolina Veterans Park. Relocating the bridge to the north and reconfiguring the
existing intersections would allow this right of way to be reused for the park.

2.0 Project Description

The project involves replacing existing Bridge Number 116 on NC 24-210 (Rowan Street) to the
north of its current location and reconfiguring the intersections of SR 3147 (West Rowan Street)
with NC 24/SR 3828 (Bragg Boulevard), and NC 210 (Murchison Road) with SR 3147 (West
Rowan Street) at NC 24-210 (Rowan Street) into a single, signalized intersection.

3.0 Summary of Impacts

Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 857 feet (85 feet of
the 857 is from bank stabilization) of permanent stream impacts.

4.0 Summary of Mitigation

The proposed construction of B-4490 will impact 772 feet of permanent stream impacts that will
require mitigation from the USACE. See attached DMS acceptance letter for additional
information.

5.0 Project Schedule

Currently, B-4490 has a review date of October 27, 2015 and is scheduled to let December 15,
2015; it will be available for construction shortly thereafter. The let date, however, may advance
as additional funds become available.

6.0 NEPA Document Status

The FHWA and NCDOT completed the EA November 22, 2011 in compliance with the NEPA
guidelines. The EA explains the purpose and need for the project, provides a description of the
alternatives considered, and characterizes the social, economic, and environmental effects.
Following the EA the Finding of No Significant Impact (FONSI) was completed by the FHWA
and NCDOT on December 19, 2012. The EA and FONSI were approved and circulated to
federal, state, and local agencies. This document is posted on the NCDOT website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Environmental Documents.

2

6.1 Independent Utility

B-4490 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA characteristics of
the independent utility of a project. The project meets the criteria for independent utility as
discussed below:

• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope;
• The project is usable and a reasonable expenditure of funds, even if no additional
transportation improvements are made in the area; and
• The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.

7.0 Resource Status

The project is located in the Cape Fear River basin and lies within Hydrologic Unit 03030004
(Subbasin 03-06-15). This project lies in the southeastern portion of North Carolina within the
coastal plain physiographic province. The project crosses Cross Creek. Wetland and stream
delineations were completed September 30, 2009. Jurisdictional areas within the project study
area were field reviewed by the USACE (Ronnie Smith) on September 16, 2010, and a
preliminary jurisdictional determination was given on September 20, 2010.

7.1 Wetland Delineations

A wetland identification and preliminary assessment analysis for the study area was performed
and summarized in the 2009 Natural Resources Technical Report (NRTR). The wetland within
the study area was delineated based on the 1987 U.S. Army Corps of Engineers (USACE)
Wetland Delineation Manual and a preliminary design was prepared to avoid and minimize
wetlands to the maximum extent possible.

7.2 Stream Delineations

The stream channels within the project study area were identified, evaluated, and classified using
the NCDWQ stream identification form and the Cowardin classification system. Water quality
information for the streams within the project study area was derived from available sources
provided through the NCDENR.

7.3 B-4490: Characterization of Jurisdictional Sites

7.3.1 Wetlands

There was one wetland type found within the project study area based on the NC Wetland
Assessment Method (NC WAM): Small Basin Wetland. More detailed information about this
wetland can be found in the EA and NRTR which includes figures showing the wetland within
the project area.

3

7.3.2 Streams

The Best Usage Classification for the Cross Creek and the UT to Cross Creek on the project is
“C”. Details for the jurisdictional streams within the project area are provided in the EA and
NRTR.

There are no waters within the project vicinity classified as High Quality Waters (HQW).
Neither Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped
watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area.
Streams within the B-4490 project area are not designated as North Carolina Natural or Scenic
Rivers, or as National Wild and Scenic Rivers. Additionally, these waters are not listed on the
2014 303(d) list of impaired waters due to sedimentation or turbidity.

7.4 Impacts to Jurisdictional Resources

No impacts to wetlands are proposed. Proposed impacts to jurisdictional surface waters for B-
4490 are summarized below in Table 1.

Table 1. B-4490 Surface Water Impacts
Permit
Drawing
Site
Number
Waterbody
Labeled in
CE
Permanent
(ft)
Permanent
(ac.)
Temporary
(ft)
Temporary
(ac.)
USACE
Mitigation
Required (2:1)
1 Cross
Creek 709 0.40 63 0.08 Yes
1 Cross
Creek 85 No
2
UT to
Cross
Creek
63 <0.01 Yes
Total: 857* 0.40 63 0.08
* Includes 85 linear feet of impacts from bank stabilization at Site 1; mitigation required by the USACE exceeds the amount
required by NCDWQ.

Permanent Impacts: Proposed permanent impacts to jurisdictional streams are 857 linear feet.

Temporary Impacts: There will be 63 linear feet of temporary impacts to jurisdictional streams
due to culvert installations.

Utility Impacts: There are no jurisdictional impacts resulting from utility relocations on this
project.

8.0 Protected Species

The United States Fish and Wildlife Service (USFWS) list seven federally protected species for
Cumberland County as of the December 26, 2012 listing (Table 3). A No Effect call was made
for all seven species due to lack of habitat.
4

Table 3. Federally Protected Species in Cumberland County
Common Name Scientific Name Federal
Status Habitat Biological
Conclusion
American alligator Alligator mississippiensis T(S/A) No No Effect
Red-cockaded
woodpecker
Picoides borealis E No No Effect
Saint Francis’ satyr
butterfly
Neonympha mitchellii
francisci
E No No Effect
American chaffseed Schwalbea americana E No No Effect
Michaux’s sumac Rhus michauxii E No No Effect
Pondberry Lindera melissifolia E No No Effect
Rough-leaved
loosestrife
Lysimachia asperulaefolia E No No Effect
E - Endangered; T(S/A) – Threatened due to similarity of appearance.

The US Fish and Wildlife Service has developed a programmatic biological opinion (PBO) in
conjunction with the Federal Highway Administration (FHWA), the US Army Corps of
Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis
septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in
Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for
NLEB for the NCDOT program is “May Affect, Likely to Adversely Affect”. The PBO
provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the
Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions
1-8, which includes Cumberland County, where TIP B-4490 is located.

8.1 Bald and Golden Eagle Protection Act (BGPA)

In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered,
and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This
delisting took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. There is no
habitat for the bald eagle, In addition, the NCNHP database (updated January 2015) does not
indicate any occurrences of bald eagle within 1.0 mile of the study area.

8.2 Moratoria

No in-water work moratoria have been requested for this project.

9.0 Cultural Resources

The State Historic Preservation Office has reviewed the project for archaeological resources. In
a letter dated June 17, 2008, the State Historic Preservation Office stated that no known
archaeological sites exist within the project study area and recommended no archaeological
survey be conducted for the project. A copy of the State Historic Preservation Office’s letter is
included in Appendix A of the EA.
5

Four historic properties or districts within the study area are eligible for or listed on the National
Register of Historic Places. The proposed project will require the use of land from one eligible
district, the Orange, Chatham, and Moore Streets Historic District.

The State Historic Preservation Office concurred the proposed project will have “no adverse
effect” on the historic district.

10.0 FEMA Compliance

The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations.

11.0 Mitigation Options

The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning and NEPA compliance stages; minimization measures were incorporated as part of the
project design.

11.1 Avoidance and Minimization

All jurisdictional features were delineated, field verified and surveyed within the corridor for
B-4490. Using these surveyed features, preliminary designs were adjusted to avoid and/or
minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and
minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been
incorporated into BMP documents that have been reviewed and approved by the resource
agencies and which will be followed throughout construction. All wetland areas not affected by
the project will be protected from unnecessary encroachment. Individual avoidance and
minimization items are as follows:

• Best Management Practices for Construction and Maintenance Activities will be adhered to.
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by
the USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used
to borrow material, or to dispose of dredged, fill or waste material. Documentation of the
location and characteristics of all borrow and disposal sites associated with the project will be
available to the USACE on request.
• Proposed culverts will be buried 1 ft. to provide for fish passage.
• Special Sediment Control Fence will be used were applicable.
• Bank stabilization at outlets of culverts will not impact the stream bed.
6

• The backfill for the culverts will native material.
• The backfill in the culverts will be smoothed flat to allow for easier passage by wildlife.
• The existing culvert near the outlet of the proposed culvert will be removed resulting in 90
linear feet of stream being day-lighted.

11.2 Compensation

The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The unavoidable impacts to Waters of the U.S. will be offset by
compensatory mitigation provided by NCDENR, Division of Mitigation Services.

12.0 Indirect and Cumulative Effects

Based upon the results of the analysis and the Indirect and Cumulative Effects Screening Matrix,
there is a low to moderate concern for indirect and cumulative effects as a result of STIP Project
B-4490. It seems possible that the proposed project could generate some minor indirect land use
effects within the FLUSA, albeit somewhat dependent upon the state of the economy.

The completion of B-4490 is unlikely to create land use impacts that are inconsistent with
planning goals within the FLUSA. The proposed STIP Project B-4490 is included in existing
local planning documents including; the Draft 2030 Growth Vision Plan, Fayetteville
Renaissance Plan, and the Northwest Gateway Plan. When considered with the policies
established in these planning initiatives and local ordinances implemented through Fayetteville’s
UDO, this project is consistent with plans for future commercial development, parkland
development, and medium and high-density residential development and will enhance a key
entryway into downtown Fayetteville that connects the downtown core to surrounding
developable areas as well as community focal points within the FLUSA, including Fort Bragg,
FSU, local parks, greenways, and tourist attractions.

Analysis of the State and local development regulations suggests that the policies and regulations
currently in place will mitigate the potential impacts of the minor project related development
shifts.

Because few indirect impacts are anticipated, the cumulative effect of this project, when
considered in the context of other past, present and future actions, and the resulting impact on the
notable human and natural features, should be minimal. Therefore, contribution of the project to
cumulative impacts resulting from current and planned development patterns is expected to be
minimal.

Qualitative analyses of the probable development patterns in the Future Land Use Study Area
suggests that STIP Project B-4490 will have little to no effect on future stormwater runoff or
water quality in the watersheds encompassed by the project.

No additional indirect and cumulative effects studies are recommended.

7
13.0 Essential Fish Habitat
The project will not impact any essential fish habitat afforded protection under the
Magnuson -Stevens Act of 1996 (16 U.S.0 1801 et seq.).
14.0 Regulatory Approvals
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above -described activities.
Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We
are providing this application to the NCDWR, for their approval. Authorization to debit the
$570 Permit Application Fee from WBS Element 33727.1.1 is hereby given.
A copy of this permit application will be posted on the NCDOT Website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Permit Applications. A copy of the EA and FONSI are also available at the above website
address under Quick Links > Environmental Documents. Thank you for your assistance with this
project. If you have any questions or need additional information, please contact Chris Manley at
[e-mail] or [phone].
Sincerely,
Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List.
8

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
33 CFR 325. The proponent agency is CECW-CO-R.
OMB APPROVAL 0710-0003
EXPIRES: 28 FEBRURUARY 2013
Public reporting for this collection of information is estimated to average 11 hours per response, inc uding the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME
First - Richard Middle -W. Last - Hancock, P.E.
Company - NCDOT-PDEA
E-mail Address -
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Middle - Last -
Company -
E-mail Address -
6. APPLICANT'S ADDRESS:
Address- 1598 Mail Service Center
City - Raleigh State - NC Zip - 27699 Country -USA
9. AGENT'S ADDRESS:
Address -
City - State - Zip - Country -
7. APPLICANTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
919-707-6135
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as
my agent in the processing of this application
and to furnish, upon request,
supplemental information in support of this
permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
B-4490
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Cross Creek and its UTs
14. PROJECT STREET ADDRESS (if applicable)
Address NC 24
City Fayetteville State NC Zip- 28301
15. LOCATION OF PROJECT
Latitude: oN 35.060270 Longitude: oW-78.887311
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, OCT 2012
PREVIOUS EDITIONS ARE OBSOLETE.
Page 1 of 3

17. DIRECTIONS TO THE SITE
The North Carolina Department of Transportation (NCDOT), Division of Highways, in consultation with the Federal Highway
Administration (FHWA), proposes to replace Bridge Number 116, on NC 24-210 (Rowan Street) over the CSX Railroad, Norfolk Southern
Railroad and Hillsboro Street in downtown Fayetteville. For additional information please see attached vicinity map and cover letter.
18. Nature of Activity (Description of project, include all features)
The nature of activity for this project includes replacement of the structurally deficient bridge and reconfigure intersections. For additional
information please see attached cover letter.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose for this project is to replace the structurally deficient bridge and reconfigure intersections. For additional information please
see attached cover letter.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
A portion of Cross Creek will be placed in a culvert. For additional information please see attached cover letter and permit drawings.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter & permit drawings.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres
or
Linear Feet 857 linear feet of permanent stream impacts; 63 linear feet of temporary stream impacts
23. Description of Avoidance, Minimization, and Compensation (see instructions)
Best Management Practices for Construction and Maintenance Activities will be adhered to. Mitigation will be provided by NCDMS. For
additional information please see attached cover letter and Mitigation acceptance letter.
ENG FORM 4345, OCT 2012
Page 2 of 3

24. Is Any Portion of the Work Already Complete? r—Yes X No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- Please see list provided via email.
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
N/A
Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
6
-24-2ois
Q. n i IGNATU�2E OF APPLA f�T , f 6.. DATE SIGNATURE OF AGENT DATE
1 yr h� ,(/(/ Kyn �l.0
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012
Page 3 of 3

(Version 2.0; Released April 2014)
33727.1.1 TIP No.:B-4490 County(ies):Cumberland Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:2035 Existing:Year:
Threatened/Endangered Species?No Comments:
No N/A
No
Wetlands within Project Limits?
None
Supplemental Classification:
Urban Commercial/ Residential
Cross Creek 18-27(3)
0.599 miles
Project Description
Proposed Project
Cape FearRiver Basin(s):
City/Town:
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Raleigh, N.C. 27610
Address:
CumberlandFayetteville
Paul Atkinson, P.E.
1020 Birch Ridge Drive
WBS Element:
Bridge ReplacementWBS Element:
Craig Freeman, P.E.NCDOT Contact:
919-707-6707
1020 Birch Ridge Drive
Raleigh, N.C. 27610
Contractor / Designer:
919-707-6721
NCDOT Hydraulics Unit
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Hydraulics Unit Address:
General Project Information
B-449033727.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Replace Bridge No. 116 over CSX RR, Norfolk Southern RR and Hillsboro St. on NC 24/210. Replace existing culvert C258(3@ 12' x 9' RCBC) under NC 24/210 and existing
culvert(3 @ 12' x 9' RCBC) under SR 3147(West Rowan St.) with 3 @ 14' x 9' RCBC with 1'sill at the inlet and outlet of barrels 1 & 2 and a 2' sill at the inlet and outlet of barrel
3.Realign NC 24/210 (Bragg Blvd. and Murchison Rd.) and SR-3828. Existing site is fully developed/urbanized.
N/ABuffer Rules in Effect:
None
34,813
2-12' and 1-14' travel lane with 10' shoulders and 5' sidewalk in each direction with
variable width median. Total pavement 76'.
Waterbody Information
2015
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
2-12' travel lanes in each direction for a total pavement width of 48'+/-.(typ.)
47,596
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
SIT
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"

R
C
P
-
I
V
18" RCP-IV
JB w/M H
G
R
A
D
E

T
O DRAIN
G
R
A
D
E

T
O

D
R
A
I
N
RETAIN
JB W /SLAB LID 48" RCP-IV
24" RCP-IV
48" RCP
EXTEN D
CO LLAR AND
RETAIN
35 36
1
2
1
2
F
GRAPHIC SCALE
0’20’20’
Site 2
-L-
S S SURFACE W ATER
DEN O TES IM PACTS IN
R
:
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9
/
2
0
1
4
PLAN VIEW DIVISION OF HIGHWAYS
SHEET 13 OF 14
CUMBERLAND COUNTY
PROJECT: 33727.1.1 (B-4490)
NC 24/210
RR AND HILLSBORO STREET ON
BRIDGE #116 OVER CSX RR, NORFOLK
10/16/01
NCDOT
S
S
35 36
1
2
1
2
TYPE-III
4
8
"
R
C
P
16’ CO NC HW48" RCP RR R/W
R
R
R/
W
RR R/W
R
R

R
/
W
RR R/W
E
O
I
E
O
I
2G I
4
8
"

R
C
P
-
I
V
18" RCP-IV
JB w/M H
G
R
A
D
E

T
O DRAIN
G
R
A
D
E

T
O

D
R
A
I
N
RETAIN
JB W /SLAB LID 48" RCP-IV
24" RCP-IV
48" RCP
EXTEN D
CO LLAR AN D
RETAIN
35 36
1
2
1
2
9 0
100
F
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
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
L Sta 17+54 to 19+62
3@14'x9'RCBC
0.11
0.05
190
1
Y3 Sta 20+40 to 24+90
3@14'x9'RCBC
0.29
519
1
Y3 Sta 25+82 to 26+47
3@14'x9'RCBC
0.02
63
1
L Sta 18+00 Lt.
BANK STABILIZATION
75
1
Y3 Sta 26+00 Lt.
BANK STABILIZATION
10
2
L Sta 35+75 Lt.
48" RCP
< 0.01
63
TOTALS*:
0.40
0.08
857
63
0
*Rounded totals are sum of actual impacts
NOTES:
The existing culvert at Y3 Sta 25+00 LT. will be removed resulting in 90 LF of the stream being day -lighted.
Revised 2015 6 15
SHEET
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
Revised June 15, 2015
Cumberland County
TIP # B-4490
WBS # 33727.1.1
14 OF 14

s
L
0
0
L
Ii
0
0
O
V
co
0
00
0<
tl Ln�
MHO
OWN
N"D10
a
W
E4
C See Sheet 1-A For Index of Sheets
See Sheet 1-B For Symbology Sheet
NOT TO SCALE
TO BYP 401
BEGIN TIP PROJECT B-4490
-L- STA. 9+74.93
DESIGN EXCEPTIONS WILL BE REQUIRED FOR
EXCEEDING MAXIMUM GRADE ON -L- AND THE
SUPERELEVATION ALONG -L- THROUGH THE
INTERSECTION WITH -Y3-
\
STATE OF NORTH CA I'WLINA
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
LOCATION: BRIDGE NO. 116 OVER CSX RR, NORFOLK SOUTHERN RR,
AND HILLSBORO STREET ON NC/24-210
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURES
BEGIN BRIDGE END BRIDGE
-L- STA. 28+89.67
1
W
to
0
0
to
0
-L- STA. 30+46.17
BEGIN BRIDGE
-L- STA. 34+43.06
END BRIDGE
-L- STA. 35+72.31
W
a
cc
s4.
sy„ 99
0
END CONSTRUCTION
-L- STA. 42+75.00
ROWAN ST
L-
STATE
STATE PROJECT REFERENCE NO.
ENE.
TOTAL
SHEETS
N.C.
B-4490
1
STATE PROD. NO.
P. A.PROJ.NO.
DESCPJAPION
33727.1.1
BRNHS-0024(24)
P.E.
33727.2.FS1
BRNHS-0024(24)
RW
33727.2.FSU1
BRNHS-0024(24)
UTILITIES
TO HWY 30VBUS 95ow—
END TIP PROJECT B-4490
-L- STA. 44+00.00
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0
20 40
PROFILE (HORIZONTAL)
2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2015 = 34,813
ADT 2035 = 47,596
DHV = 10 %
D = 55 %
T = 3 % *
V = 40 MPH
(* TTST 1% + DUAL 2%)
FUNC CLASS = URBAN
PRINCIPAL ARTERIAL
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4490 = 0.595 MILES
LENGTH STRUCTURE TIP PROJECT B-4490 = 0.054 MILES
TOTAL LENGTH TIP PROJECT B-4490
= 0.649 MILES
PLANS PREPARED BY:
PARSONS
BRINCKERHOFF
434 F'AYETTEVILLE STREET
SLTVE 1500
RALEIALEIGH. NC 27601
LICENSE NO. F-0165
PLANS PREPARED FOR:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr.
Raleigh NC, 27610
2012 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
DECEMBER 31, 2013
LETTING DATE:
DECEMBER 15, 2015
TIM HAYES, PE
HYDRAULICS ENGINEER
P.E.
PROJECT ENGINEER
ERIC MISAK
PROJECT DESIGN ENGINEER
SIGNATURE:
NCDOT CONTACT:
BRENDA MOORE, PE, CPM
ROADWAY DESIGN
ENGINEER
SIGNATURE:
P.E.

02/03/15
Note: Not to Scale
*S.U.E = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PROJECT REFERENCE NO.
B-4490
SHEET NO.
I—B
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
u
EiP
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
EJ
ECM
X X X
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Soil Contamination: Area or Site
EPP
EPP
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
HYDROLOGY:
Stream or Body of Water
0
s
0
w
NT
I I
t
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
is
BZ 1
BZ 2
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head
False Sump
Ditch
0
» > >
m
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
11111111
CSX TRANSPORTATION
0
MILEPOST 35
SWITCH
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
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R'W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Temporary Construction Easement -
Temporary Drainage Easement
Permanent Drainage Easement
Permanent Drainage /Utility Easement
Permanent Utility Easement
Temporary Utility Easement
Aerial Utility Easement
•
0 w
A
w
® W
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
Woods Line
E
TDE
PDE
DUE
PUE
TUE
AUE
C
F
cR�
r r r
D. a 5
n2n
0
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Wall -
0
V/neyard
SONS
CONC ww (
/ CONC HW \
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
EiCB
10.
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated LUG Power Line (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
b
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*y
Recorded U/G Fiber Optics Cable
Designated U/G Fiber Optics Cable (S.U.E.1-
iC
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
0
Designated U/G Water Line (S.U.E.*
Above Ground Water Line
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Designated U/G TV Cable (S.U.E.*)
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
A/G water
0
TV
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
A/G Gas
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
SS
A/G Sanitary Sewer
FSS
Designated SS Forced Main Line (S.U.E.*) - - - -Fss- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
•
0
VUTL
AATUR
E.O.I.

1
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7
a
005
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0
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Z
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CC
W
F
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ROJ E T
4.93
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B14490
a
a
a
0
0
a
BEGIN T
-L- STA.
a
a
0 a
30" C&G
5 6r18'417E
tA
30 C&C
//
//
BST
—L— CURVE DATA
6,Z6
P/ Sto 11+89.76
A = /0° 25' 53.3" (RTl
D = 3" 34' 5/.6"
L = 291.30'
T = 146.05'
R = 1,600.00'
DS = 40 MPH
SE = exist.
RO = exist.
P/ Sto 16+18.86
A = 20' 07' 11.6" (LT)
D = 3' 34' 5/.6"
L = 56/.85'
T = 283.85'
R = 1,600.00'
DS = 40 MPH
SE =2.0X.
RO = 100'
= REQUIRES DESIGN EXCEPTION
LJ&T of FAYETTEVILLE,LLC
08 6541 PG 681
X ^ �X 600" CHL X
/ SIZE & TYPE UNKNOWN
E01—— ---W—TO, UTILITY OWNER
-
- — — ABANDONED ACCORDING
\
S
0
SIGN
BRAGG BLVD
30"C&G\
+75.61
68.00
GRASS
MEDIAN
ISBLKBUS
30. EEG
/2.49'
PROPOSED
\___5' SIDEWALK
+56
EX.R/W
VALUE PLACE
FAYETTEVILLE
BRAGG LLC
DB 7317 PG 18
P8 7 PG 8
CB
BST
PROJECT REFERENCE NO.
B-4490
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
PRELINIIN
DO NOT USE FO
SHEET NO.
HYDRAULICS
ENGINEER
RY PLANS
CONSTRUCTION
PLANS PREPARED BY:
PARSONS
BRINCKERHOFF
434 EAYEITEA'II.I.H. STREET
51ITE 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
VAIL FAMILY LIMITED
PARTNERSHIP
DB 4594 PC 225
+72.65
EX.R/W
-PROPOSED
5' SIDEWALK
+05
68' 1
2'-9"
C&G (MED.)
EXISTING R.
RETAIN
—L— PRC Sto.13+35.0/
--O i5"RCP
300'
TAPER
EET No. 17 FOR -L- PROFILE

02/23/2015 PARCEL 05- COMBINED PARCELS 5 AND 39 INTO PARCEL
DETAIL 0
FLOOD BENCH @ INLET
(NOT TO SCALE)
-L- ELEV. 84.0'
TIE TO
EXISTING STREAM
EMBANKMENT
b = 5FT - 14FT VAR.
B = 28FT - 32FT VAR.
d - MIN.1.00 FT.
EST. 100 TONS OF CLASS I RIP RAP
DDE = APPROX.500 CY
FLOOD BENCH SLOPE=0.19%
STA.17+70 -L- LT
DETAIL J
RIP RAP AT EMBANKMENT
( Not to Scale)
Type of Liner= 138 TONS,CL 1 Rip -Rap
Geotestile- 504y
FROM STA. 17+50 TO STA. 17+82 -L- LT
-L- CURVE DATA
P/ Sto 16+18.86
= 20' 07' 11.6" (LTJ
D = 3' 34' 51.6"
L = 561.85'
T = 283.85'
R = 1,600.00'
SE = 2.0%
RO = 100'
DS = 40 MPH
= REQUIRES DESIGN
EXCEPTION
-Yl- CURVE DATA Lu •
P/ Sto /2+09.77 ti Q
0 = 62' 2/' 15.4" (RTJ
D = 51' 09' 25.0"
L = 121°89'
T = 67.77'
R = 112.00'
SE = n/o
RO = n/a
-Y2- CURVE DATA
G°) -/
PI Sta I1+24J9
A = 62° 03' 54.7" (RT)
D = 38' 11' 49.9"
L = 162.49'
T = 90.25'
R = 150.00'
SE = n/a
RO = n/o
PROPOSED
5' SIDEWALK
BEGIN
RETAINING WALL °l
STA. +40.29 +02
- L- Pd. Sta. 14+87J6
- Yl- POT Sta.13+4499
VALUE PLACE
FAYETTEVILLE
BRAGG LLC
DB 7317 PG 18
P8 7 PG 8
2'-6"
C&G
+44.28
EX.R/W
7'40i
+41.09
EX.R/W/ /
-Y1- POC St 1+50.00
50' TRANSITION
TO EXISTING
+51.
EX. R/W FILL WI
\ FLOWABLE
/00' REMOV
\ SIDEWALK
CHARLES WILLIAMS R.
DB 8226 PG 716 \
PB 7 PG 143 \
L Y2-
RETAIN `l
REMOVE
SIDEWALK
+40
X. R/W \
PLANS PREPARED BY
PARSONS
BRINCKERHOFF
134 EA11:171EVII,IJ; STW:I�1
SUITE 1500
RALEIGH, NC 20601
LICENSE NO. E-0165
MATCH LINE SEA, SHEET 12
INSET A
PROPOSED
5' SIDEWALK
F ISBLKBUS
RIP RAP AT EMBANKMENT
— _ SEE DETAIL J
CITY OF
FAYETTEVILLE\
DB 6988 PG 738
FILL WITH
-_FLOWABLE FILL
L WITH
FLO BLE FILL
\\\s To' e REMOVE \vim/ � �42-./PC SItO°%0+3
\ p Ro1N
111111111
e+q\ \
9«�
/20'
FILL WITH
FLOWABLE FILL / 1
-Y2- PT Sta. 11+
+44
+32,26 \\\ END CONSTRUCTIONEX.R
23.34' -Y2- POT Sta.12+34.00
POT Sto. 13+00.00
\ w,
,st2 �
1 11Y RET - _ LP I �" +
ustaixt
cc_j°� � -��� R/W �
30
`\ .I F'•OM EDGE esifilarniakAV 34 /i Ex s
.IDEWALK �+ �0'/z/
FACE OF -
CURB +72
5.75' FROM
EDGE
REVEWALK
8-4490
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
to.II 3..74 =
ta.10+00
44,
SHEET NO.
5
HYDRAULICS
ENGINEER
O1. SEE SHEET No. 17 FOR -L- PROFILE
40.
SEE SHEET No. 22 FOR -Y1- & -Y2- PROFILE
SEE SHEET No. 25 FOR -DR1- PROFILE

02-23-20/5 PARCEL 5 - COMBINED PARCELS 5 AND 39
12-50-2014 PARCELS 9 AND 4/ - COMBINED PARCELS 9 AND 41
CO
pc
(0 • '0
00(V
�vrl
Nm�o
-L- CURVE DATA
PI Sto 16+18.86
= 20' 07' 11.6" (LT)
D = 3' 34' 5/.6"
L = 56/.85'
T = 283.85'
R = 1,600.00'
DS = 40 MPH
SE = 2.0 Z.
R0 = 100'
REQUIRES DESIGN
-Y3- CURVE DATA
P/ Sto 17+09.63
= 43° /3' 24.r (RT)
D = 8° 48' 53.1"
L = 490.35'
T = 257.5/'
R = 650.00'
DS = 40mph
SE = 4.02
RO = 124'
EXCEPTION
PDE —8e
NC 24 & ROWAN ST.
9548
/2,/52 ,
{!7
28/3
3596
24,934
85,02/
3683
4639
20/5 ADT
2035 ADT
42/7
526/
L 34,/73
46,956
18,352
23,48/
/2,157
15,548
-L- STA.18+6387 /6' RT
FLOOD BENCH @ I
SEE DETAIL 0 — SHEET
NLET
O
OSED
DORIS B. UTLEY 5' S PRO DEWALK
DB 5323 PG 462
(MED.) ' N
/ i" ISMg `
sueK®�`A�1�IWRR 11
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m 201 verclIC
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N. NI.‘,1;1., NW
� REMOVE CB
SEA sAN
kAIO i
00
'-C2L 77
SOIL
-- WYANE OUICK
DB 5096 PC 809
DB 7905 PG 58
TRACT 2 II +34.54
ISBKBUS 15,01�
IY3 pi Sta-19+42.48
UTLEY RENTALS, LLCS9
DB 7905 PC 58
TRACT I
1
+58.32
2/ BEr 15,0 9'
- L- POT Sto.21+50.00 =
- Y3- POT Sto.19+847/
I I SIZE
I
all
REMOVE DRAINAGE SYSTEM o'II
6' CAST IRON i' 11
rs
TYPE UNZNOWN
01 -
REMOVE
EXISTING
SIDEWALK
�}S
tic
DETAIL B
SPECIAL LATERAL V DITCH
Nat to Scale)
77, STA. 22*00T STA. 255 —L— LT
ROSALIND W. WAITMAN
DB 5554 PG 248
\ +95.10
X. R/W
PROJECT REFERENCE NO.
SHEET NO.
B-4490
6
RAN SHEET NO.
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 EAYFTrrV11LE STREET
SUITE, 1 00
RALEIGH NC 27601
LICENSE NO. F-0165
C
PROPOSED
5' SIDEWALK
ABANDONED
ACCORDING TO
UTILITY OWNER
WEST ROWAN
AT Y
ET
13
SI ASE21 S80.00
1 FROM STA 19+5
N
ti
H
= 0
N W
WC)
co N
W
Z44
44
H N
J
= J
V
— I —
a
5
CR C8 18" RCP —IV
TURN STORAGE
PROPOSED` -
5' SIDEWALK '
DETAIL R
SPECIAL LATERAL V DITCH
( Not to. Scale)
Front
Slope
? 1 1
+69 04
1F
1111E111E1111111111144
IIIIIIIIIIIIIIIIIIIIIIII
STAMPED
CONCRETE
MEDIAN
PROPOSED SIGNAL
SEE SHEETS No. 17 & 18 FOR -L- PROFILE
SEE SHEET No. 23 FOR-Y3- PROFILE

N.
EX.R/W
EX.R/W
PROJECT REFERENCE NO.
SHEET NO.
B-4490
7
+60
PROP.R/W
ALEXANDER EVANS
DB 3501PG 409
SPECIAL LATERAL V DITCH
SEE DETAIL B
PROPOSED
5' SIDEWALK
POWER
CABINET
18" RCP -IV
PROPOSED
5' SIDEWALK
15" RCP -IV
P&S ENTERPRISES INC
DB 3613 PG 50
PB 20 PG 40
2'-9"
C&G (MED.)
18" RCP -IV
EX.R/W
35'
rPt UN
EX. R/W
EX.R/W
/20'
LATERAL V DITCH
SEE DETAIL A
P&S ENTERPRISES
DB 3118 PG 251 E
+50.07
/20'
REMOVE CB
S 7P00'OO.'E
EXISTING R/
HHHHHHHHHHHHHTHHHHHHHHHH
30
REMOVE CB �—
//o
/ FILL WITH—
FLOWABLE FILL
w— d — — 6" CAST IRON
REMOVE MH
500' LEFT TURN STORAGE
+18,34
63,15'
2'-6"
C&G
GRASS
MEDIAN
4, gCP \V
18" RCP -IV
CL B RIP RAP _ — — _
/- /60'
LANE SHIFT
TAINING WAL 2-
4- STA. 12+96 : 0
a° 41.34' RT. P=�e
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PC 23999 +92,59
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( NoI I Seale)
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ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 FAYETCEVIILE STREET
SUITE 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
N
0
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STAMPED
CONCRETE
MEDIAN
SEE SHEET No. 18 & 19 FOR -L- PROFILE

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05-04-20/5
23
+85
2'-9"
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= 8° 38' 25.1" (RT)
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L = 21L/2'
T = 105.76'
R = 1,400.00'
DS = 40 MPH
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134 4A10:l"IEVI I.LE STREET
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PROJECT REFERENCE NO.
SHEET NO.
B-4490
8
RAN SHEET NO.
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%c.. P/ Sta 15+26.96
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L = 246.23'
T = 125.22'
R = 550.00'
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W= 2 X D
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434 FArErEE:v111.E. STREET
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ENGINEER
HYDRAULICS
ENGINEER
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DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
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434 FAYEYIEYD.1.E STREET
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SEE SHEET No. 23 FOR -Y3- PROFILE
SEE SHEET No. 25 FOR -Y11A- PROFILE
SEE SHEET No. 25 FOR -Y11- PROFILE

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0 0 20
0
v
0
N
C
0
0
m
v
0
jtr
Q�6
N0.0
rive
�mcc
EXISTING R/W
6" CAST IRON
EXISTING R/W
I
0 1
I
LONNIE MELVIN
DB 863 PG 13
uu ss
AL TTA
MCM N
DB 495
PG 127
ti
e 0 0
30" C&G
MURCHISON RD 40' BST
ISBLKBUS
\ —f
/0
-Y3- POT Sta. /0+00.00 j
•
MARY S.
HARRIS
DB 6040
PG 861
2gy`BST CURB ` \
/58
Ss
\\\q"BSr CURS \ \
INEZ
JONES cc5,�,,
DB 495 w
PG 171
0 40
�f0
POWER
ME 7ER
0
ALVIN
ELLIOTT
DB 4588
PG 592
+80.92
ELLEN GLADDEN
DB 6403 PG 374
30.57'
JIMMIE
SMITH
DB 3228
PG 518
2
�'"�\\DUgHS7
AN
0 \\ sr
,Y..; I
I I
yc"--- RETAIN
-Y3-
PI Sta /7+09.63
= 43' /3' 242" (RT)
D = 8° 48' 53.0"
L = 490.35'
T = 257.5/'
R = 650.00'
DS = 40 MPH
SE = 4.0%
RO = 124
RICHARD BROWN
DB 500 PG 182
TRACT 1
TALLEY INVESTMENTS LLC
DB 7779 PG 868 +16.29
EX. R/W
BEGIN CONSTRUCTION
-YHA- POT Sta.10+73.27
+14.94
EX.R/W\
2SFgUS
RETAIN - Y3 -
MURCHISON RD
+39,37
29.86'
ISBLKO
+/4191
-YHA-
PI Sta /0+98.78
A = 55' 05' 13.9" (RT1
D = 143' 14' 22.0"
L = 38.46'
T = 20.86'
R = 40.00' w
z
+53
40'
+53
CB SIZE \KNOWN
PLUG
CB 5_RCP
\REMOVE
GRADE TO DRAIN
R=60'
FILL WITH
FLOWABLE
TB 1B v.MH
REMOVE CB
SIZE & TYPE UNKNOWN
3- POT Sto. /3+23.43 =
-Y A- POT Sto. //+65.79
+15
46'
COUNCIL & WILLIFORD PROPERTIRS, LLC
DB 5754 PG 200
BEGIN CONSTRUCTION
L 3- POT Sto.13+65.00
ISBLKBUS
+05
EX. R/W
150.00,
IV'9O
RICHARD BROWN
DB 500 PG 182
TRACT 2
BEGIN CONSTRUCTION
-Y II- POT 90. 11+45.00
+45
-YHA- PT Sta. 11+16.38 EX. R/W
00
Iv
REMOVE CB
G
l0
"o
-PROP.
SIDEWALK-
R MO
P
U1 REMOVE
PIPE
A:TI
ACCOR
+45 2-
8
EX. R/W
30'
7'6457
30' DR.
REMOVE CB
PROPOSED
5' SIDEWALK
- Y3- POT Staa 14+10.60 =
- Y11- POT Sto. 12+31.02
PROJECT REFERENCE NO.
SHEET NO.
B-4490
//
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 FAYEfIEYD.1.E STREET
SLITS 15110
RALEIGH. NC 27601
LICENSE NO. F-0165
+4
EMOVEB
I
II
II
I
II
II
II
II
I Ia
II
I I 5
1
II
II
II
yGl
N
p
W
W•
mc
C/)
40 °F
oo
W I-
y
uu
1-400
.1
-1
a
p.
75
RE
r
36" Rep
/
/ /
/
/
//
//
//
/
/
▪ /
a /
/
// •
� / / RETAIN
PLUG
2'-6"
C&G
2/5' SHIFT
+60
EX. R/W
REMOVE PIPE
m ROP.
5' SIDEWALK
18" RCP -IV
+52./ 3
SEE SHEET No. 23 FOR -Y3- PROFILE
SEE SHEET No. 25 FOR -Y11A- PROFILE
SEE SHEET No. 25 FOR -Y11- PROFILE

ta
Nco
.
Le
N Q.
cp
I I
IDA WAITMAN, HEIRS
DB 525 PG 142
EXISTIN�R/W
92
-Y3-
P/ Sto 17+09.63
A = 43° /3' 24.1" (RT)
D = 8° 48' 53.0"
L = 490.35'
T = 257.5/'
R = 650.00'
DS = 40 MPH
SE =4.07.
RO = /24'
SIU-HUA CHEN
DB 5238 PG 168
DETAIL F
HEAD DITCH
( Not to Scale)
Natural
Ground
GRAM-0E09FM Min.
EXCAVATION = 2,20d CUFT D= 1.5Ft.
Natural
Ground
REMOVE
EXISTING
SIDEWALK
xISTiNG
STA. 18+40 -Y3- LT
T
B�,NSRS 4
41
TO EXISTING DITCH
DIPAK
RANAVAYA
DB 7645 PG 469
LIM111=111711:10:1finnalddinining4i,t/iViiinhavddil
wmIN
�
- -• 9 EXISTINGG R� � IJ• •j;•�l�
/
�ICI
20' DR.
ODORIS B. UTLEY
DB 5323 PG 462
1-
0
MATCH LINE SEE INSET "A"
PROPOSED
5' SIDEWALK
+75
46'
00.00'
zci
co
v
ti ,
B-4490
RM/ SHEET NO.
ROSALIND W. WAITMAN
DB 5554 PC 248
/2
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 FASEUFEVILLE STREET
SUITE 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
R/
MATCH LINE SHEET 12
0
INSET "A"
inirrIElyyyIIEly
Ii!iIiIiIiIi!iIiIiIiIi!I
STAMPED
CONCRETE
MEDIAN
SEE SHEET No. 23 FOR -Y3- PROFILE

TREES TO BE RETAINED UNDER PHASE II OF THE NCVP
NORTHING FASTING
476502.8458 2034525.015
476518.7045 2034526.593
476479.1409 2034340.427
476440.8508 2034337.479
476433.3099 2034354.026
476459.2435 2034271.233
476478.6964 2034214.141
476687.5827 2034002.614
476687.1758 2033992.321
476691.2470 2033985.945
PI Sta 24+31.13
A = 34° 27' 26.8" (LT)
D = 7° 09' 43°1"
L = 48/J2'
T = 248.08'
R = 800.00' RETAIN
DS = 38 MPH
SE = 3.5%
RO = 147'
TIE EXISTING DITCH
TO PROPOSED DITCH
AT FLOW LINE
ELEV. =85.5'
DETAIL N
FLOOD BENCH @ OUTLe
(NOT TO SCALE) sr CONCRETE SLOPE
PROTECTION
b = OFT - 17FT VAR.
B = 23FT - 34FT VAR
d = MIN.1.0 FT.
11
Cps
1d _
�� 2Q REMOVE 11 " -
/
I.I.
/ vAULe, -i // ��1.►�lilils
KEY IN
3 FT
EST. 290 TONS OF C
DDE = APPROX. 80.
FLOOD BENCH SLR'
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■■■■■■■■■■■'■■■i■■■■■■■■■■■\r■■■■■■ii■■i■■i■■■i■■ biNJcii■■■■■11■[■..[■=- r■ v-_
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�:1'i mummommommoo
mmium■■i■■■■■■■■■wi:■■-
-DRI- POT Sta.I5+105/
WOODS
DETAIL U
SPECIAL LATERAL DITCH
( Not Scale)
FROM STA. 22+00 TO STA. 22+83 -Y3- RT
�Ktl All
II
FLOOD BENCH
OUTL 4R POSED
DETAIL N /DEWA�L+-'K,
W
+60./8
E*R/W
CONVERT TO JB -
pllo O i0—Dr SEE DETAIL E i = _ �P
EXISTING R e
II RETAIN — — — —
- — _P
$Id — e
DETAILS
SPECIAL LATERAL DITCH
( Not ro Scale)
FROM STA. 23+50 TO STA. 24+97 -Y3- RT
Outside Ditch
Traffic Flow
�-5—
S=GRADE TO DRAIN
DETAIL E
FALSE SUMP
( Not to Scale)
CE Proposed Ditch
STA.25+36 -Y3-
REMOVED DURING DEVELOPMENT
OF ADJACENT PROPERTY PER PARKVIEW
DEVELOPMENT PLANS F,
WOODS
aQ
B-4490
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/3
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY
PARSONS
BRINCKERHOFF
434 FAYETTEVILLE STREET
SUITE 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
11 ` RETAIN
1/
I
+677 5/ 41 CITY OF
E
LA / 8412T \ DOPGI 737
'B II 6P' 100
,/ �.�..... II 60 RETANF
PROPOSED UNDER CONSTRUCTION
OF ADJACENT PROPERTY
5 38 59 36i
0
0 O'
IIEIEIPIEIEI'IEIEIEIyy
IIIIIIIIIIIIIIIIIIIIIIII
0
W 0.
W
= N
N +
Wti
W N
CO
W
Z
N
J ,
= M
V
Q '
5
STAMPED
CONCRETE
MEDIAN
SEE SHEET No. 23 & 24 FOR -Y3- PROFILE

0
LD
0
PROPOSED
5' SIDEWALK
+90
EX. R/
0
CITY OF FAYETTEVILLE
DB 7329 PG 300
PB 117 PG 100
-Y3- PC Sto.28+62.64 crlc
EX. R/W
pv�
/ E F I-11
� �/
�T/SQL
-Y3-
PI Sto 24+3/.I3 PI Sto 32+77.6/
= 34' 27' 26.8' (LT) = 49° 59' 42.4" (RT)
D = 7° 09' 43.1" D = 6° 26' /5.8"
L = 48/.12' L = 776.60'
T = 248.08' T = 4/4.97'
R = 800.00' R = 890.00'
DS = 38 MPH SE = exist.
SE = 3.5% RO = exist.
RO = 147'
CITY OF FAYETTEVILLE
DB 7369 PG 841
PB 117 PG 100
zlu, oNE SHIFT
60
�E/ / of
MN / IS"
E. +21 / __-_____
60'
+2/ 5'
J9'
POSED
(DEWALK
160' L
DI EX R�
o / — _ =
REMOVED DURING DEVELOPMENT /
OF ADJACENT PROPERTY PER PAR
DEVELOPMENT PLANS
PROPOSED UNDER CONSTRUCT!
OF ADJACENT PROPERTY PER RKVI
—DEKEirOyAEKIT PLANS
REMOVED DURING DEVELOPMENT
OF ADJACENT PROPERTY PER PARKVIEW
DEVELOPMENT PLANS
CONVERT TO
JBW,MH
V � /
0 0
CITY OF FAYETTEVILLE
DB 7501PG 84
PB 39 PG 77
-4
NAD 83/NSRS 2007
j
- Y3- PC Sto. 31+80.99 =
- Y12- POT Sto. 4+59.67
END CONSTRUCTION
-Y3- POT Sto. 0+50°00
9 0
VAULT
+50.0
o 32'
+50
EXR/ . W
I +50
0 160'
Wt. LT
I — N E01
I — — —I/
LI
IL 77/
0 01Q
/
/
PROJECT REFERENCE NO.
B-4490
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/4
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY:
PARSONS
BRINCKERHOFF
434 E\VF: rEVII.I.E STREET
sun, 1500
RAIEIGH, NC 27601
LICENSE NO. E-0165
CITY OF
FAYETTEVILLE
DB 5029 PG 454
32 I
w --
I I
I I
I I
I RCp I5" RCP CB
�� e^
-TVro-
-
1 _------_-_------
IB" RCP TO/
-Y3-
I/�I � �"RZp �tT7—�TTL:
7/PLT
—�_t6�i
RCP
GRAVEL
OI
®MTL LT
0
0
STAMPED
CONCRETE
MEDIAN
SEE SHEET No. 24 FOR -Y3- PROFILE

PROJECT REFERENCE NO.
SHEET NO.
B-4490
/5
I
II
II
II
I I
I II
II
4Pd
yA °2c
6�6
MpT
O
LINE E.E.SSHEEN
mac li■■ laN�■iiii-
�%?�G■■■C�EriY!■■ice-- ��■■va:ir■■11 .■�\��■■ ■�■�'■■■ice-� ��■■i�G!■!!■A!!■�
■■■■■■i'E■■E01 ��■iiiipii�iai■iaii■ii�'
r ■!iiii.-- umm sesl-ii____Nmmo.mx �• o.i■■■■■■■mmum■lili■!■ ■■.imam■■■■■■■iiiiiiii■•f■■■17e-- 'go..ie=-•■■■■■■■■...!■iiii■iiEiirraJ■!■■■■lilf■ACii1'iiiII&IIIIIIIIIIIIIi
plii■IRglirali!l71amat�El;i%■■illmini■■.G.i■ii■�■■e■r■■■■■■■■iiEiii■i■■ii■i■'J■N■QEIR■■■■■■■■N
I■■■■1UNME■i■■■N
VEMOMEMENNME
MANNA
-_ y" case IRON
=3'
S.C. RANKIN EST
DB 468 PG 18
PROP.
l'-6" CURB
+00
EX. Raw
+00
30'
+00
40'
CONC
ONoULT
�Eo1
ISVNBUS
CANOPY
S4.S5 _ s smut
_..0!lissdaimon
_vs-- pummommummg
l»---
IMMEs .mENNEs •NEFU■■NiOWEL,Ep.■■■■En
■NEN WNW ice- �••E.■■i■■■ft-.EG-
'd'NP,...mrWINll■■■iN� NI
E�119SdIlI ■■■■■■a■E■ME it
Eil: ip.§1'— ■■■■[+ummu ■■I
=—iiii �� ■m.s■■■■■■■
NMEN i WINMENiii■■N
■■ice■r-1■■■■■■■■■I
ZEW
eaNWEINNMENNMall
■ LL
END CONSTRUCTION
-DRI- POT Sto. /3+71.63
ro
ISMTLBUS
PROP. l
GUARDRAIL l
/�
//
//
RETAIN
/
//
11
//
/I
//
/ k/ CITY OF FAYETTEVILLE
DB 8403 PG 413
/I
RAN SHEET NO.
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 FAY4:Trrvu. E STREET
SUITE 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
MATCH LINE SEE SHEET 13
BST
--
'L820'08" E
I40.09'
No. 25 FO-DR1- PROFIL

_ _ 48" CONC
ROWAN ST
\
REMOVE PIPE
26
MOVE CB
_____z_
RETAIN TREE
_REMOVE PIPE `--------
EXCAVATE EXISTING ROADWAY
EMBANKMENT t.f
C L.f RETAIN TREE
/
\\N i\ / -REMOVE CB \\\
TREES TO BE RETAINED UNDER PHASE II OF THE NCVP
TREE NO. NORTHING EASTING DIAMETER (IN)
20 476502.8458 2034525.015 30
21 476518.7045 2034526.593 30
22 476479.1409 2034340.427 36
23 476440.8508 2034337.479 30
24 476433.3099 2034354.026 18
25 476459.2435 2034271.233 15
26 476478.6964 2034214.141 36
27 476687.5827 2034002.614 36
28 476687.1758 2033992.321 24
29 476691.2470 2033985.945 24
✓S
1 \
J Z
C II ` REMOVE PIPE 10 D
II I I
I I 00
dll
a:l I
92„
II woods II
y'
I I
II I
11
II
II
II
11
II
II
II
11
II
II
l/
II
II
11
11
II
I
II
II
II
1/
11
11
REMOVE /�
11
11
22 .11
RETAIN TREE
RETAIN TREE
23
RETAIN TREE
c
24
II
36" CO NC
WOODS
DETAIL I
STANDARD 'V' DITCH
( Nato Scale)
Nolan)
Ground
DDE EXC.=11 CY
Natural
Ground
Min. D=1.5 Ft.
FROM STA. 28+90 TO STA. 29+34 -Y3- 387' LT
C
REMOVE CB
CL B RIP RAP
EST. 2.4 TONS
EXCAVATE EXISTING ROADWAY EMBANKMENT
REMOVE CB
NDARD V DITC\
SE TAIL I
48"CONC
C
0
0
PROJECT REFERENCE NO.
SHEET NO.
B-4490
/6
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY.
PARSONS
BRINCKERHOFF
434 FAYEUFEVILLE STREET
SIE E 1500
RALEIGH, NC 27601
LICENSE NO. F-0165
I\ I I \I
'li
I
I I III III 1
—L I I
l l r_
1 I 1
I , i I 1
21 / / I
I RETAIN TREE I III I
I 20
/
I 0
00I I
RETAIN TREE CO
I
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I � I I
///?///l///
ZI II
,I
ro 1I
IP I ' 1
III�Ii II II
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II
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IS'RCP _ __— /
/ 15" RCP -1
II /Di
/ /
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I
/
Ii I
I \ /I ' I '
I I
I IIil
1
II
,
I Iri I
-IN

-L-
PROJECT REFERENCE NO. SHEET NO.
B-4490 2A-2
PAVEMENT SCHEDULE
Cl
1.5" TYPE S9.5B
C2
3" TYPE S9.5B
C3
VAR. DEPTH TYPE S9.5B
D1
4" I19.0B
D2
VAR. DEPTH I19.0B
El
4" TYPE B25.0B
E2
VAR. DEPTH TYPE B25.0B
R1
2'-6" CONCRETE C&G
R2
1'-6" CONCRETE C&G
R3
2'-9" CONCRETE C&G
R4
5" MONO. CONC. ISLAND
S
4" CONCRETE SIDEWALK
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V1
1.5" MILLING ASPHALT
PAVEMENT
V2
3" MILLING ASPHALT
PAVEMENT
NI
WEDGING DETAIL
BOTTOM
OF WALL
EXISTING GROUND
VARIES
EXIST. GROUND
EXIST. GROUND
(SEE PLANS FOR RETAINING WALL LOCATION)
USE INSET A IN CONJUCTION
w/FYPICAL SECTION No. 3 AS FOLLOWS:
FROM -L- STA. 13+40.29 (LT.) TO -L- STA. 14+08.43 (LT.)
SEE INSET A
EXIST. GROUND
12' 12' VARIES
VARIES
Nc,7
j l
C2
V2
j l
EXIST.
j l
3'TO 7' 0'TO /5'
I
GRADE
C2
/]
V2
EXIST.
POINT
/0'
14' w/GR.
0.02
6"
2'
c /0'
l4' w/GR.
4'-6" 5'-G"
6
TYPICAL SECTION NO. 1
FROM-L- STA. 9+74.93 TO 12+35.00
-L-
SAWCUT, E/' SAWCUT
/4'
/4'
GRADE TO
THIS LINE
GRADE TO
THIS LINE
GRADE TO
THIS LINE
12'
1
VARIES
/2'
/2
2'
6"
GRADE
POINT
0.02
GRADE TO
THIS LINE
TYPICAL SECTION NO. 2
FROM-L- STA. 12+35.00 TO 14+00.00
VARIES
/5' - /6'
GRADE
POINT
0.02
-L-
I
VARIES
>•I�
VARIES,
/2'
F2'
VARIES
0' - /2
C2 O
/2
1
GRADE TO
THIS LINE
/4
1
VARIES
/2'
1
2'
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PI° ELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
EXIST. GROUND
14' w/GR.
cc)
0 02
TYPICAL SECTION NO. 3
TRANSITION T.S. NO. 1 TO T.S. NO. 2 FROM -L- STA. 14+00.00 TO 14+50.00
-L- STA. 14 + 50.00 TO 18 + 63.87
/2'
6"
-L-
/6'
VARIES
20' TO 8'
TYPICAL SECTION NO. 4
/2'
12'
GRADE TO
THIS LINE
GRADE TO
THIS LINE
/4
2'
6"
/0'
0.02
SEER SECT/0/vs
4.•/
/In
EXIST. GROUND
EXIST. GROUND
-L- STA. 18+63.87 TO 27+50.00

2'•
2'
PROJECT REFERENCE NO.
SHEET NO.
B-4490
2A-3
PAVEMENT SCHEDULE
Cl
1.5" TYPE S9.5B
C2
3" TYPE S9.5B
C3
VAR. DEPTH TYPE S9.5B
D1
4" I19.0B
D2
VAR. DEPTH I19.0B
El
4" TYPE B25.0B
E2
VAR. DEPTH TYPE B25.0B
R1
2'-6" CONCRETE C&G
R2
1'-6" CONCRETE C&G
R3
2'-9" CONCRETE C&G
R4
5" MONO. CONC. ISLAND
S
4" CONCRETE SIDEWALK
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V1
1.5" MILLING ASPHALT
PAVEMENT
V2
3" MILLING ASPHALT
PAVEMENT
W
WEDGING DETAIL
TOE OF WALL
E ✓./ SI . GROUND
EXIST. GROUND
TOP OF FILL
6"
vARIE
SEE
EXIST. GROUND
SEE INSET B
BERM' INSET No. B
(SEE PLANS FOR RETAINING WALL LOCATION)
USE INSET No. B IN CONJUCTION
w'IYPICAL SECTION No. 7 & 9 AS FOLLOWS:
/0'
/4'
14' w/GR.
I H
5'-6" 2'
3
/2'
GRADE TO
THIS LINE
/4'
/2'
1
/2'
C -L
VARIES
6'TO 20'
1
/2'
TYPICAL SECTION NO. 5
- L- STA. 27+50 TO 28+89.67 (BEGIN BRIDGE)
- L- STA. 30+46.17 (END BRIDGE) TO 33+54.89
/2'
CE -L-
/2'
1
/2'
14'
GRADE TO
THIS LINE
/4'
1•
l4' w/GR.
5'-6" 4' _6"
2' 5'-6"
re
1
0.02_
1
1
GRADE R4
POINT
t
0.02_
t
t
IIIII{ ,
2'-
F
/
/4'
/
/ GRADE TO
THIS LINE
TYPICAL SECTION NO. 6
- L- STA. 28+89.67 (BEGIN BRIDGE) TO -L- STA. 30+46.17 (END
/2'
BRIDGE)
/2'
/2'
GRADE TO
TYPICAL SECTION NO. 7 THIS LINE
-L- STA. 33+54.89 TO 34+43.06 (BEGIN BRIDGE)
-L- STA. 35+72.31 (END BRIDGE) TO 36+00.00
14'
* TRANSITION FROM TYPICAL SECTION 7 TO TYPICAL SECTION 9 FROM -L- STA. 36+00.00 TO 36+50.00
C -L-
1
5'-6" 2' /4' /2' /2' /' 4' /'
/2'
12'
/4'
2' 5'-6"
/0'
s >•
>_
1
s >_t
1
0.02
>_
GRAD
PONT
. ..
I
I
1
s >_
T
>-s
i
>_
r
t ��
m
0.02
/0'
4'-6" 5'-6"
-
/
/
FROM -L- STA. 13+40.29 (LT.) TO -L- STA. 14+08.43 (LT.) /
VARIES 5 CT ON5
SEE \\
EXIST. GROUND
0.02
6"
-
TYPICAL SECTION NO. 8
- L- STA. 34+43.06 (BEGIN BRIDGE) TO -L- STA. 35+72.31 (END BRIDGE)
VARIES
43' TO 34'
EXISTING VARIES
C -L-
>_ .
VARIES
43' TO 37
EXISTING VARIES
l' SAWCUT
GRADE TO
THIS LINE
0'TO 32'
VARIES
22' TO 35'
l' SAWCUT
C2
r VARIES
TYPICAL SECTION NO. 9
-L- STA. 36 + 50.00 TO 42 + 75.00
1
/0'
5'-6" 4'-6"
0.02
0 El GRAD DE To
THIS LINE
4.-/
SEE
(
'NAX
T/ONS
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
PI° ]ELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
SEE INSET B

PROJECT REFERENCE NO. SHEET NO.
B-4490 2A-4
PAVEMENT SCHEDULE
Cl
1.5" TYPE S9.5B
C2
3" TYPE S9.5B
C3
VAR. DEPTH TYPE S9.5B
D1
4" I19.0B
D2
VAR. DEPTH I19.0B
El
4" TYPE B25.0B
E2
VAR. DEPTH TYPE B25.0B
R1
2'-6" CONCRETE C&G
R2
1'-6" CONCRETE C&G
R3
2'-9" CONCRETE C&G
R4
5" MONO. CONC. ISLAND
S
4" CONCRETE SIDEWALK
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V1
1.5" MILLING ASPHALT
PAVEMENT
V2
3" MILLING ASPHALT
PAVEMENT
W
WEDGING DETAIL
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
4:
411
EXIST. GROUND
4'-6
2'
10'
5'-6
GRADE TO
THIS LINE
VARIES
-Y1-, -Y2- AND -Y8-
VARIES 1 VARIES /0'
15'TO 16' `I5'TO 16' c
SAWCUT /'SAWCUT
1
32' EXISTING
GRADE TO
TYPICAL SECTION NO. 10 THIS LINE
-Y1- STA. 11 + 50.00 TO 12 + 91.01
-Y2- STA. 10+66.24 TO 12+25.00
-Y8- STA. 11 + 75.00 TO 13 + 29.31
20' TO 34'
EXISTING VARIES
C -Y3-
I2'
VARIES
20'TO 34
EXISTING VARIES
2' TO 30'
TYPICAL SECTION NO. 11
GRADE TO ' -Y3- STA. 13 + 65.00 TO 16+00.00
THIS LINE -Y3- STA. 30+00.00 TO 30+50.00
* TRANSITION FROM TYPICAL SECTION NO. 11 TO TYPICAL SECTION 12 FROM
2'
/0'
2'
c
/2'
/2'
4'-6" 5'-6"
H E a
0.02
6
Rl
GRADE TO
THIS LINE
3
/2'
C -Y3-
VARIES
rI 2' TO 3' /
c
TYPICAL SECTION NO. 12
-Y3- STA. 16 + 50.00 TO 16 + 72.67
/2'
VARIES
A
1
3
C -Y3-
VAhlt
8' - 20
3
6"
E--
c
VARIES
l' SAWCUT
GRADE TO
THIS LINE
EXIST. GROUND
VARIES
2'
/0'
5'-6'
-Y3- STA.-L- 16+00.00 TO STA. 16+50.00
/2'
/2'
1
GRADE TO El T
THIS LINE TYPICAL SECTION NO. 13
- Y3- STA. 16+72.67 TO 19+29.42
- Y3- STA. 20+39.97 TO 28+00.00
* TRANSITION FROM TYPICAL SECTION NO. 13 TO TYPICAL SECTION 14 FROM -Y3- STA. 28+00.00 TO -Y3- STA. 28+50.00
VARIES
c
/0'
GRADE TO
THIS LINE
12
0.02
2'
/0'
4,1
5'-6
0.02
6
GRADE TO
THIS LINE
4'-6"
p,
0.02
4,1
EXIST. GROUND
EXIST.GROUND
EXIST. GROUND
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PI° ]ELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION

PROJECT REFERENCE NO. SHEET NO.
B-4490 2A-5
PAVEMENT SCHEDULE
Cl
1.5" TYPE S9.5B
C2
3" TYPE S9.5B
C3
VAR. DEPTH TYPE S9.5B
D1
4" I19.0B
D2
VAR. DEPTH I19.0B
El
4" TYPE B25.0B
E2
VAR. DEPTH TYPE B25.0B
R1
2'-6" CONCRETE C&G
R2
1'-6" CONCRETE C&G
R3
2'-9" CONCRETE C&G
R4
5" MONO. CONC. ISLAND
S
4" CONCRETE SIDEWALK
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V1
1.5" MILLING ASPHALT
PAVEMENT
V2
3" MILLING ASPHALT
PAVEMENT
W
WEDGING DETAIL
7N
EXIST.GROUND
4:1
4'-6"
2'
/0'
5'-6"
0.02
6"
/2'
1
/2'
1
C -Y3-
VARIES
8' - 20'
c 6"
/2'
1
GRADE TO
THIS LINE E1 TYPICAL SECTION NO. 14
-Y3- STA. 28+50.00 TO 29+50.00
* TRANSITION FROM TYPICAL SECTION NO. 14 TO TYPICAL SECTION 11 FROM -Y3- STA. 29+50.00 TO -Y3- STA. 30+00.00
VARIES
/2'
o
— 2'
/0'
5'-6
4'-6"
EXIST.GROUND
EXIST.GROUND
EXIST.GROUND
GRADE TO
THIS LINE
4:1
GRADE TO
THIS LINE
4.1
2'
1 6'•
C -Y11-
I
2' -.II/2'
24' EXISTING
SAWCUT ! /' SAWCUT
c L
GRADE
POINT
VARIES
O
2'
TYPICAL SECTION NO. 15
- Y11- STA. 11+45.00 TO 12+06.97
GRADE TO
THIS LINE
TYPICAL SECTION NO. 16
- DWI- STA. 10+16.45 TO 11+80.00
c
/4'
—DR1-
1
•
1
EXISTING
SAWCUTI�
0 m IO
0.02 EXIST. j
EXIST.
a
4.1
EXIST.GROUND
GRADE TO
THIS LINE
EXIST.GROUND
4:1
EXIST. GROUND
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
0I° ]ELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TYPICAL SECTION NO. 17
- DR1- STA. 11 + 80.00 TO 13 + 71.63

PROJECT REFERENCE NO.
B-4490
SHEET NO.
2B-/
ROADWAY DESIGN
ENGINEER
DETAIL SHOWING BRIDGE IN RELATION TO PAVEMENT
2'-9" C&G
(MED.)
2'-6"
C&G
PROPOSED
5' SIDEWALK
Usl
si-
TYPE -Ill
TTTTT T T T
PROPOSED-
5' SIDEWALK
T
W7 ♦ ♦
'Vr
.♦ ♦
� `\ PROPOSED`♦
`♦ MONOLITHIC \\ ISLAND
♦ ♦
-ice EE, —
VARIES 411.
----------
S 7r00'00.0"E
-L-
or-
GRAU 350 TL-3
" %T.V a g s G
BEGIN
APPROACH SLAB
-L- Sta. 28+63.87
BEGIN BRIDGE
T
Wk
A "ENE= ,
\` -L- POT Sta. 29+79.46 =`♦
00 -Y5- POC Sta. 15+12.30 ♦
0
END BRIDGE
111
2
-L- Sta. 30+46.17
END
T
APPROACH SLAB
-L- Sta. 30+71.90
T T
2'-9" C&G
(MED.)
-L- Sta. 28+89.67
♦
♦
♦
♦
25'
0
L
o
0
ti
LL
v
P E]LIM1[NARY PLANS
DO NOT USE FOR CONSTRUCTION
JO
co
♦
1 1 1
TYPE -Ill
PROPOSED
5' SIDEWALK
2'-6"
C&G
- L- POT Sta. 29+57.0/ =
- Y4- POT Sta. 14+79.98
1
o
Ln
Q
TYPE -Ill
PROPOSED
5' SIDEWALK
2'-9" C&G
(MED.)

PROJECT REFERENCE NO.
8-4490
SHEET NO.
2B-2
ROADWAY DESIGN
ENGINEER
c
Ir
m
DETAIL SHOWING BRIDGE IN RELATION TO PAVEMENT
- L- POT Sta. 34+92.18 =
- Y6- POT Sta. 12+48.60
PROPOSED
5' SIDEWALK
TYPE -Ill
T T�
2'-6" d.
C&G
N
Ji%Ik!I Idd
!RI:ICI:Iiuunneri....n•:
2'-6"
C&G
PROPOSED
5' SIDEWALK
-L-
2'-9"
C&G
(MED.)
2'-6"
C&G
BEGIN
APPROACH SLAB
-L- Sta. 34+19.06
BEGIN BRIDGE
-L- Sta. 34+43.06
T TTTT
II
II
II
II
io
I
II
TYPE -Ill
CD
In
GRAU 350 TL-3
T
p�
II■ 5' MONOLITHIC
/ -L S 62°21'34.9"E ISLAND
TYPE -Ill
TTTT T T
END BRIDGE
-L- Sta. 35+72.31
END APPROACH SLAB
-L- Sta. 35+96.31
PROPOSED
RETAINING
WALL
PRE]LIMIINARY PLANS
DO NOT USE FOR CONSTRUCTION
PROPOSED
5' SIDEWALK
I
1 �
1 N o
I �
- L- POT Sta. 35+23.40 =
- Y7- POT Sta. /2+63.33
2'-6"I
C&G
2'-6"
C&G
PROPOSED
5' SIDEWALK

1
PROJECT REFERENCE NO.
8-4490
ROADWAY DESIGN
ENGINEER
SHEET NO.
17
HYDRAULICS
ENGINEER
a
a
>73
d LL(
1
110
112
104
•
•
119.
1
E E
E
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i
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m
C7
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DO NOT USE FO
RY PLANS
CONSTRUCTION
■
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rllilrnlrarl
7.■E■LL7
NOMEMEWEIEAm ii1
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106
102
98
94
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13
14
15+00
106
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MENEM m "mm..m..m..
MIMIIMMEM
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CULVERT HYDRAULIC DATA
DRAINAGE AREA =
DESIGN FREQUENCY =
DESIGN DISCHARGE _
DESIGN HW ELEVATION =
100 YEAR DISCHARGE =
100 YEAR NW ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
OVERTOPPING ELEVATION =
25.90
50
4000
100.6
4250
/0/.53
2 (+)
1900
94.8
SQ.MI.
YRS
CFS
FT
CFS
FT
YRS
CFS
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1111 III 1111 II
1111 III 1111 II
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AO -LE
110
106
102
98
94
90
86
82
78
74
15+00
16
17
18
19
20+00