20160041 Ver 1_Application_20160113

iransportatian
January 12, 2016
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. Eric Alsmeyer
NCDOT Division 5 Project Coordinator
PRT McCRC7RY
Covernor
N[CHQ�.AS J. TEI'JNYSQN
Secretary
SUBJECT: Application for Section 404 Individual Permit and Section 401 Water Quality
Certification for the proposed interchange at the Triangle Expressway (Toll NC
540) and Old Holly Springs-Apex Road, Wake County, Division 5. STIP No.
R-2635D. Debit $570.00 from WBS Element No. 35520.3.S5
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to convert the existing
grade separation at the Triangle Expressway (Toll NC 540) and Old Holly Springs-Apex Road
(SR 1153) to an interchange. The project also includes conversion of the existing outside
shoulders along the Triangle Expressway — between NC 55 Bypass and US 1- to auxiliary lanes
and the construction of new shoulders. In addition to this cover letter, the application package
consists of an ENG Form 4345, NCEEP acceptance letter, Interagency Hydraulic Design Review
meeting minutes (Concurrence Points 4B and 4C), Stormwater Management Plan, permit
drawings, and half-size roadway plan sheets. The project was let on June 26, 2015 as a Design
Build contract.
PURPOSE AND NEED
The purpose and need for this project is based on providing adequate access for planned and
anticipated growth in southern Apex by providing a direct link between the Triangle Expressway
(Toll NC 540) and Old Holly Springs-Apex Road (SR 1153). The proposed action is included in
the NCDOT's 2012-2018 STIP, the 2040 Metropolitan Transportation Plan (Capital Area
Metropolitan Planning Organization, 2013), the Apex Transportation Plan (Town of Apex, 2011)
and the Holly Springs Comprehensive Transportation Plan (Town of Holly Springs, 2013). Due
to the current deiiciency in roadway linkage, motorists desiring to access the Triangle
Expressway from Old Holly Springs-Apex Road have to travel 4.5 to 5.5 miles to gain access.
The proposed interchange would offer enhanced roadway connectivity by providing improved
access to the Triangle Expressway to accommodate planned and anticipated residential and
commercial growth.
�Nathing Car�pares�.
State of North Carolina I Department of Transportation I Project Development and Environmental Analysis
] 000 Birch Ridge Dnve I 1548 Mail Service Center � Raleigh, NC 27699-1548
919-707-6000

NEPA DOCUMENT STATUS
An Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) for R-2635D
was completed in March 2015 and has been provided to the appropriate agencies. The EA and
FONSI are available on the NCDOT website at:
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Environmental Documents.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(�, which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope;
(2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
RESOURCE STATUS
Wetland delineations within the R-2635D project study area followed the feld delineation
method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (USACE, 1987)
and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern
Mountains and Piedmont Region (Version 2.0) (USACE, 2012). Stream identiiication and
classiiication followed the Methodology for the Identification of Interinittent and Perennial
St�eams and Their Origins (NC Division of Water Resources [NCDWR], 2010 and 2005).
Jurisdictional features identiiied in the project study area were verified by USACE Regulatory
Specialist Eric Alsmeyer on October 24, 2013. A Preliminary Jurisdictional Determination (Pre-
JD) will be requested in conjunction with Section 404 permitting.
This project lies within the Piedmont Physiographic Province in the Cape Fear River Basin
(Hydrologic Unit Code 03030004). Jurisdictional features within the project study area that will
be impacted include four unnamed tributaries (UT) to Little Branch (NCDWR Classiiication C;
NCDWR Index No. 18-7-6-1-1), one pond, and two riparian wetlands.
There are no designated Outstanding Resource Waters (ORW), designated High Quality Waters
(HQW), Water Supply I(WS-I), Water Supply II(WS-II) waters, or waters listed on the 2014
303(d) Final List of Impaired Waters within the project study area or within 1.0 mile of the
project area.
2

IMPACTS TO WATERS OF THE UNITED STATES
Surface Waters
Total surface water impacts for the project study area are 599 linear feet of permanent stream
impacts, 70 linear feet of temporary linear stream impacts, and 2.43 acres of surface water
impacts. The jurisdictional stream unpacts are summarized below in Table l. Surface water
impacts include the pond and are summarized below in Table 2. There will be no impacts to
surface waters from utilities for the project study area.
Table 1. R-2635D Stream Impacts
Permit Stream I�P Impact Permanent
Site No. Name/JD Flow Type Impacts (ft)
PacketID Status
1
2
s
Impacts Impacts
requiring USACE requiring
USACE Mitigation NCDWR
mitigation Ratio1 mitigation3
(ft)� (ft)
Temp
Impacts
(ft)
UT to Fill 18 � 18 2:1 0
Little P �
Branch/SC BS 55 0 - 0
:—
UT to
Little P Fill 117 117 2:1 0
Branch/SD
� UT to Fill 275 0 - 04
Little I -
Branch/SE BS 46 � 0 - 0
UT to Fill 74 0 - 0
L�tt1e 1
Branch/SE BS 14 0 - 0
TOTALS (ft) 599 135 0
Notes: P= Perennial; I= Intermittent; BS = Bank Stabilization. �Determined from USACE during 4C Concurrence Meeting on
December 17, 2015. �Mitigation for bank stabilization not required by USACG. 3Mitigation not required by NCDWR (less than 150
linear feet of perennial steam). 4NCDWR mitigation not required for intermittent stream impacts per recent regulatory policy change.
Table 2. R-2635D O en Water Im acts
Permit JD Package Permanent Temporary
Site No. ID Fill (ac Fill (ac
6 OWA 2.34 0
TOTALS (ac) 2.34 0
Notes: Totals are rounded based upon sum of actual impacts.
Wetlands
Mechanized
�learing (ac
0
0
ToYal Impacts
(ac)
2.34
2.34
There will be a total of 0.05 acre of permanent riparian wetland impacts associated with this
section. These impacts will result from 0.03 acre of permanent fill and 0.02 acre of inechanized
clearing. Less than 0.01 acre of temporary fill will occur as a result of tying in a proposed
culvert into a ditch. The wetland area that will be temporarily impacted is currently filled with
rip-rap. Permanent wetland impacts are summarized below in Table 3.
3
20
0
35
'�
�
m
�
�

Table 3. R-2635D Wetland i
Permit JD Package
Site No. ID
3 I WA
7 I WD
Permanent Fill
(ac)
0.03
0
TOTALS (ac) I 0.03
Notes: Totals are ro�mded based upon sum of actual impacts.
Temporary Fill Mechanized Clearing
�ac�
0
<0.01
<0.01
MITIGATION OPTIONS
(ac)
0.02
0
0.02
The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland
mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The
purpose of this policy is to restore and maintain the chemical, biological, and physical integrity
of the waters of the United States. CEQ has defined mitigation of wetland and surface water
impacts to include: avoiding impacts, minunizing impacts, rectifying impacts, reducing impacts
over time, and compensating for impacts (40 CFR 1508.20).
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning phase and minimization measures were incorporated as part of the project design.
Minimization includes the examination of appropriate and practicable steps to reduce the adverse
impacts.
Avoidance and Minimization
Avoidance and minimization has been employed in the project area to the maximum extent
practicable. The following measures were implemented for ihe project:
R-2635D Minimization Measures
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be
enforced;
• Impacts to wetlands, streams, and open waters were avoided and/or minimized by adjusting
alignments and slopes;
• 2: ] slopes or less are used in most wetland areas;
• All storm drainage will be diffused and designed for non-erosive velocities before entering
stream and wetland areas to the maximum extent practicable;
• Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent
erosion;
Proposed stream impacts (599 linear feet) for R-2635D decreased fram the impacts calculated for
the FONSI (738 linear feet). This decrease is due to the preliminary nature of ihe FONSI and ihe
assumption of 25 linear feet of impact beyond the slope stakes which have been reduced during
iinal design. In addition, grades were optimized during design to reduce the impacts to Stream
SE (UT to Little Branch) to 409 linear feet as opposed to the 540 linear feet estimated in the
FONSI.

Final proposed wetland impacts (0.05 acre) for R-2635D decreased from the impacts calculated
from the FONSI (0.12 acres). This decrease is due to the preliminary nature of the FONSI and
the assumption of 25 linear feet of impact beyond the slope stakes which have been reduced
during fnal design. In addition, the avoidance of Wetlands WD and WE (temporary impacts
only) in the final design of the project has reduced proposed wetland impacts.
CompensatorV Mitigation
Compensatory mitigation requirements for R-2635D are summarized below in Table 4. This
project will permanently impact 599 feet of warin water streams. Of these 599 feet, there is 115
feet of bank stabilization that does not require mitigation by the USACE. Of the remaining 484
feet of stream impacts, 349 feet of the impacts are to intermittent streams not requiring USACE
or NCDWR mitigation, with a balance of 135 feet of perennial stream impacts requiring
mitigation.
The USACE is requiring 2:1 mitigation for 135 feet of perennial stream impacts. The mitigation
requirements of 270 feet of permanent warm water stream impacts will be provided by the
NCDMS for R-2635D (Table 4).
This project will also permanently impact 0.05 acre of wetlands. Although the USACE's 0.10
acre mitigation threshold is not applicable for Individual Section 404 permits, due to the minor
amount of wetland impacts; wetland mitigation will not be required for the project. In addition,
the USACE does not require mitigation for open water/pond impacts.
Table 4. R-2635D Re uired Com ensator Miti ation Summar
Stream Impacts (ft) Wetland Impacts (ac)
Impacts Requiring 135 I 0.00
Miti ation
Required DMS 135 @ 2:1 0.00
Mitigation
Total DMS 2�0 0.00
Mitigation
FEDERALLY PROTECTED SPECIES
Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of
1973, as amended. As of April 2, 2015, the U.S. Fish and Wildlife Service (USFWS) lists four
federally protec�ed species for Wake County: red-cockaded woodpecker (Picoides borealis),
dwarf wedgemussel (Alasmidonta heterodon), Michaux's sumac (Rhus michauxii), and northern
long-eared bat (Myotis septentrionalis).
No habitat exists within the project study area for red-cockaded woodpecker and dwarf
wedgemusseL The most recent survey for Michaux's sumac were conducted by NCDOT
biologists on October 6, 2015 in areas of suitable habitat. No individuals of Michaux's sumac

were found in the project study area. The biological conclusion of "No Effect" still remains valid
for the red-cockaded woodpecker, dwarf wedgemussel, and Michaux's sumac.
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 (NFLEB) 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 Wake County,
where R-2635D is located.
CULTURAL RESOURCES
No historic resources are located within the project study area, therefore, the project would not
affect any historic architectural resources eligible for or listed on the National Register of
Historical Places.
Archaeological investigations completed in 2001 within the Area of Potential Effects of the
project did not identify any archaeological resources eligible for or listed on the National
Register of Historic Places; therefore, the project would not affect any archaeological resources
eligible for or listed on the National Register of Historic Places.
FEMA COMPLIANCE
There are no streams within the project limits that are within Federal Emergency Management
Agency (FEMA)-designated flood zones. Therefore, coordination between the NCDOT
Hydraulics Unit and FEMA will not be required.
INDIRECT AND CUMULATIVE EFFECTS
An Indirect and Cumulative Effects (ICE) Screening report for R-2635D was completed in July,
2014. The indirect land use effects of the project will be largely dependent upon several key
variables including: the future local economy for development, public infrastructure expansion
projects, the completion of other transpartation improvements in the area, the construction of the
mixed-use Veridea development which would have an important impact on the population and
job market within the project vicinity. Due to relatively economical housing prices when
compared to surrounding areas, expected continued moderate to brisk population growth,
anticipated growth of local jobs in the area, planned extension of existing transportation
facilities, and the desire by local municipalities to expand water and sewer service throughout the
study area, the local market for development is relatively robust at present. Future land use plans
of Apex and Holly Springs recognize the potential for future growth in the project area and have
incorporated both R-2635D as well as the Veridea project, indicating a desire of rezoning the
land near the project as primarily mixed use with specific pockets of industrial use.
0

The project area is poised to undergo considerable growth by 2035, and Apex and Holly Springs
have worked to develop and implement land us and infrastructure plans to accommodate this
growth. These plans include a comprehensive plan that addresses growth, land use, and
transportation-specific small area plans; and a comprehensive transportation plan. In some cases
local ordinances for environmental protection, such as the Town of Apex's Secondary and
Cumulative Impacts Master Mitigation Plan, and the Town of Holly Spring's Natu�al Resources
Implementation Program, exceed state and federal requirements. The proposed project has the
potential for moderate indirect and cumulative effects because the project would create a new
transportation link and a land use node that would reduce travel times, change travel patterns,
and expose properties to greater traffc volumes; however, the proposed project is consistent with
local land use and transportation plans.
Comprehensive planning efforts by Apex and Holly Springs have put the policies and procedures
in place that show the vision and intent for development in the area of the project, to provide
adequate infrastructure to support this growth, and to protect the natural and human environment
during the growth. Both Apex and Holly Springs have developed a Secondary and Cumulative
Impacts (SCI) Mater Mitigation Plan in cooperation with the North Carolina Department of
Environment and Natural Resources (NCDENR) to provide a holistic review of the
environmental impacts and identified mitigation programs associated with planned infrastructure
projects deemed necessary by their Town Councils.
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, is expected to
be minimal. Forecast development would be the predominant contributor to cumulative effects.
Development is already occurring in the area and that development is anticipated to continue.
The conclusion of the July 2014 ICE report state that the projected ICE of R-2635D did not
warrant a Land Use Scenario Assessment (LUSA) or other further studies of water quality
impacts. Mr. Rob Ridings of NCDWR concurred with this determination on May 29, 2015.
WILD AND SCENIC RIVERS
This project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic
Rivers.
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.).
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit as
required for the above-described activities for the proposed T.I.P. Project R-2635D. We are also
hereby requesting a Section 401 Water Quality Certification from NCDWR. In compliance with
Section 143-215.3D (e) of the NCAC, we will provide $570.00 to act as payment for processing
the Section 401 permit.
7

A copy of this permit application and its distribution list will be posted on the NCDOT website
at https://connect.ncdot.�ov/resources/Environmental/Pa�es/default.aspx. Thank you for your
time and assistance with this project. Please contact John Merritt at either jsmerritt(a�ncdot.gov
or [phone] if you have any questions or need additional information.
Sincerely,
�� Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

U.S. ARMY CORPS OF ENGINEERS FormApproved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R. Expires: 30-SEPTEMBER-2015
Public reporting for this collection of information is estimated to average 11 hours per response, including 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
QTEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Richard Middle -W Last - Hancock First - Middle - Last -
Company - NCDOT- PDEA Company -
E-mail Address [e-mail] E-mail Address -
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1598 Mail Service Center Address-
City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
n/a 919-707-6000 919-250-4224 n/a n/a
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)
R-2635D/ Access 540
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Cape Fear River Basin (HUC 03030004) Address NC 540 and Old Holly Spring-Apex Road
15. LOCATION OF PROJECT
Latitude: �N 35.689172 Longitude: �W -78.861912 City - Apex State- NC Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID n/a Municipality Town of Apex
Section - n/a Township - n/a Range - n/a
ENG FORM 4345, DEC 2014 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
Triangle Expressway (Toll NC 540) and Old Holly Sprin�s-Apex Road (SR 1153) in southern Apex, western Wake County.
18. Nature of Activity (Description of project, include aII features)
The Project is the conversion of the grade separation at the Triangle Expressway (Toll NC 540) and Old Holly Springs-Apex Road (SR
] 153) to an interchange. Tl�e Project also includes the conversion of the exisring outside shoulders along the Triangle Expressway -
between NC 55 Bypass and US 1- to auxiliary lanes and the construction of new shoulders.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose and need for this project is based on providing adequate access for planned and anticipated growth in southern Apex by
providing a direct link between the Triangle Expressway (Toll NC 540) and Old Holly Springs-Apex Road (SR 1 l 53). The proposed
action is included in the NCDOT's 2012-2018 STIP, the 2040 Metropolitan Transportation Plan (Capital Area Metropolitan Planning
Organization, 2013), the Apex Transportation Plan (Town of Apex, 2011) and the Holly Springs Comprehensive Transportation Plan
(Town of Holly Springs, 2013). Due to the current deficiency in roadway linlcage, motorists desirin� to access the Triangle Expressway
from Old Holly Springs-Apex Road have to trave14.5 to 5.5 miles to gain access. This new access would enhance the interconnectedness
of the roadway systems and provide addirional transportation options.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from the construction of the interchange ramps, shoulders, and associated hydraulic structures, as well as and the
lengthening of existing hydraulic structures and construction of roadside ditches.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type
Amount in Cubic Yards
Wetland fill - 163 CY
Type
Amount in Cubic Yards
Streams - 271 CY
22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter
Type
Amount in Cubic Yards
Open Water/Pond - 18,775 CY
ENG FORM 4345, DEC 2014 Page 2 of 3

24. Is Any Portion of the Work Already Complete? ❑Yes �No IF YES, DESCRIBE THE COMPLETED WORK
n/a
25. Addresses of Adjoining Property Owners, Lessees, Etc., WhOSB PfOp8liy AdJ0111S fh8 W8i@fbOCly (if more than can be entered here, please attach a supplemental list).
a. Address- (see attached list)
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 Woric Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCDOTMC Turnpike EA/FONSI 3-18-2015
' 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.
��- D �� ZO/(�
(� /� SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
'NS K� Cii�/�}Qfl W. l�{RA/LOGL�
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, DEC 2014 Page 3 of 3

R-2635D Property Owner Addresses
Low Ridge LLC
c/o Paul D Satterwhite
3708 Old Holly Springs-Apex Road
Apex, NC 27539-9146
Wake County
PO Box 550
Raleigh, NC 27602-0550
William and Sheryl Sowter
4801 Louis Stephens Drive
Morrsivlle, NC 27560-8677
HH Trinity Apex Investments, LLC
PO Box 1166
Zebulon, NC 27597-1166
Veridea Holdings LLC
PO Box 1166
Zebulon, NC 27597-1166
Brenda P. Whitehouse
3109 Old Holly Springs-Apex Road
Apex, NC 27539-9144
Roger and Glenda Bushee
3137 Old Holly Springs-Apex Road
Apex, NC 27539-9144

Y
��-� -�o� s�em
�� ��� _
PROGRAM
May 4, 2010
Mr. Steve DeWitt, P.E.
Chief Engineer
North Carolina Turnpike Authority
5400 Glenwood Avenue, Suite 400
Raleigh, North Carolina 27612
Dear Mr. DeWitt:
Subject: EEP Mitigation Acceptance Letter:
R-2635, Western Wake Expressway, Wake County; Cape Fear River Basin
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and riparian wetland mitigation for the unavoidable impact associated with the above referenced
project. Based on the information supplied by you on May 3, 2010, the impacts are located in CU 03030002 and
03030004 of the Cape Fear River Basin in the Central Piedmont (CP) Eco-Region, and are as follows:
IMPACTS / MITIGATION UNITS Stream Wetlands Buffer
Cold Cool Warm RW NRW CM Zone 1 Zone 2
Impacts — Cape Fear 03030002 (CP) 6,485 13.78
Miti ation Units Cape Fear 03030002 (up to 2:1) 12,970 27.56
Impacts — Cape Fear 03030004 (CP) 5,238 5.24
Miti ation Units—Ca e Fear 03030004 u to 2:1 10,476 10.48
Impacts — Total Project 11,723 19.02
Mitigation Units — Total Project (up to 2:1) 23,446 38.04
This mitigation acceptance letter replaces the mitigation acceptance letter issued on August 1, 2008. EEP
commits to implementing sufficient compensatory stream and riparian wetland mitigation credits to offset the final
permitted impacts associated with this project by the end of the MOA Year in which this project is permitted, in
accordance with Section X of the Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Deparhnent of Environment and Natural Resources, the North Carolina Department of Transportation, and the U. S. Army
Corps of Engineers, fully executed on March 8, 2007. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-1929.
Sincerely,
Willia D. ilmore, P.E.
�
EEP Dir or
cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
Mr. Shannon Switzer, P.E., NCTA
Ms. Jennifer Harris, P.E., NCTA
Mr. Peter Graf, P.E., LPA Group
Mr. Phillip Todd, SEPI Engineering
Ms. Linda Fitzpatrick, NCDOT — PDEA
R.P,sto�u-t9... � ' �... 1�rotecti,�t� or,r,� sta,t�
e��
ACDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net

� BLJTHE
MEMORANDUM OF MEETING
Kimley>>> Horn
SUBJECT: R-2635D — Access 540
Triangle Expressway (Toll NC 540) / OHSA Road (SR ll 53) Interchange
Wake County
DATE
ATTENDEES:
Concurrence Point 4B Meeting
October 22, 2015
The following persons attended in person:
NAME:
Dennis Jernigan
Alan Shapiro
Chris Murray
Karen McCauley
Matt Lauffer
Bi]] Elam
Linda Johns
Mark Staley
Rupal Desai
Tracy Roberts
Rob Ridings
Gary Jordan
Eric Alsmeyer
Matt Adams
Jeff Moore
Beth Reed
Dan Robinson
Bryan Vickery
UNIT/COMPANY
NCDOT Division 5
NCDOT Division 5
NCDOT Division 5
NCDOT Design-Build
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT REU
NCDOT TPB
HNTB
DWR
USFWS
USACE
Blythe Construction
Kimley-Horn (KH)
KH
I�I
KH
The following persons attended by phone:
Cynthia Van Der Wiele USEPA
Travis Wilson NCWRC
EMAIL ADDRESS
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
terobertsl @ncdot.gov
[e-mail]
[e-mail]
eric. c. alsmeyer@usace. army. mil
matt. [e-mail]
jeff.moore@kimley-horn. com
[e-mail]
dan.robinson@kimley-horn. com
[e-mail]
[e-mail]
[e-mail]
The Concurrence Point 4B Meeting was held on October 22, 2015 in the Structures Conference
Room for the above referenced project. The following project specific items were discussed:
1

� BLJTHE
Bill Elam opened the meeting with introductions.
Kimley>>> Horn
Dan Robinson began discussing features sheet by sheet using the overhead projection of each
sheet and photographs.
Sheet 4
1) -L- Station 60+00 — The existing 24" RCP cross pipe is not proposed to be extended as part
of the project and does not impact the Jurisdictional Stream (JS).
2) -L- Station 63+00 — The existing 10'X9' RCBC is proposed to be eXtended 7 feet on the
upstream side and 12 feet on the downstream side into the JS.
Rip rap exists at the base of the channel and the existing banks are armored. Class II rip rap is
proposed as necessary during construction to armor the banks further.
Chris Murray asked if there will be a stream diversion to construct the extensions. Dan
Robinson responded that an impervious dike would be constructed as part of the erosion control
design, but no stream diversion is proposed since it is an eXisting facility.
This culvert does not contain a sill and no sill is proposed. The existing culvert grade is 1.3%.
Therefore, a sill is not warranted based on grade or field conditions.
No other issues or questions were discussed regarding this sheet.
Sheet 5
3) -L- Station 74+00 — The existing 2@11'x9' RCBC is proposed to be extended 12 feet on the
upstream side and 13 feet on the downstream side into the JS.
A concrete sill exists on the upstream side of the east barrel. Mother Nature has decided to silt
up the west barrel rather than the east barrel. Our design will incorporate a new sill in the culvert
extension on the upstream side only in the west barrel.
Class II rip rap is proposed to armor the banks.
Blythe will ensure that the existing banks are stable during construction. If banks are stable, then
eXisting rip rap can be retained.
4) -L- Station 76+00 LT — The existing blue-line feature is located outside of the Right-of-way
limits and is not impacted by the project.
5) -L- Station 76+25 — The existing 48" RCP needs to be extended to the downstream side due
to the widening. This pipe serves as an overflow structure for the dual RCBCs.

� B LJTH E Kimley>>> Horn
A lateral `V' ditch is proposed on the right side and bypasses the entrance to the existing 48"
overflow pipe. This ditch handles the off-site drainage and directs flow to the entrance of the
2@11'x9' RCBC. Once enough headwater builds up during a large storm event, the 48" RCP is
activated.
6) -L- Station 80+00 RT — The existing wetland will be impacted by the fill slope, but a
proposed ditch will not be cut through the wetland.
Class I rip rap is proposed in the lateral base ditch leading up to the wetland to reduce velocities
to non-erosive levels (velocity entering wetland = 1.55 fps). The ditch grade is flat (0.3%)
approaching the wetland and stops just prior to the wetland. The wetland will provide
stormwater treatment.
No issues or questions were discussed regarding this sheet.
Sheet 6
NCDOT had recently provided a revised wetland (WET) DGN file to KH since the CP 4B
package was submitted. There were minor revisions and Dan was presenting from sheets that
were based on the revised WET file. The minor revisions did not require any changes to the
drainage design.
7) -L- Station 99+50 — The existing 42" RCP across NC 540 will not be extended to the
upstream side, but is proposed to be extended to the downstream side with a 48" RCP and
TBJB. The 48" RCP is necessary because of the additional drainage tying into it from an
adjacent system from the gore area.
The jurisdictional surface feature (pond) upstream of the existing 42" RCP will be drained as
part of the project.
Rip rap exists at the inlet end of the 42" RCP. That rip rap is proposed to be retained if found
stable during construction.
There is not a defined drainage ditch or system between the rip rap at the entrance of the 42"
cross pipe and the jurisdictional pond.
The issue with the existing 42" RCP is that the existing pipe does not have enough cover over the
entrance to allow the normal design headwater to stage up without getting onto the shoulder of
the road.
8) Proposed Detention Pond — KH has laid out two detention pond options to correct this
pipe/cover deficiency that are still under evaluation by NCDOT.
Option 1 would consist of a dry detention pond in Quadrant A.

� B LJTH E Kimley>>> Horn
Option 2 would consist of a detention pond in the lower extremities of the existing jurisdictional
surface feature that will be drained with the project.
Proposed development of the Veridea site would preclude Option 2.
Option 1 was described as the preferred option by the attendees from NCDOT.
Dan stated that the dry detention pond was not included in the original bid set. Therefore, the
options had not been fully designed at this point.
KH will add rip rap to the outlet of the 18" RCP under the berm of the dry detention pond.
Eric Alsmeyer did not believe that the dry detention pond was an issue due to the proposed flat
grade of the pond.
Chris asked if the pre-construction and post-construction runoffs were the same to the proposed
pond. Dan stated that runoffs were not the same based on proposed impervious areas and re-
routing of roadside ditches into systems that drain to the pond. Linda Johns stated that 21 acres
of drainage area flows to the 42" RCP under NC 540 and approximately 9 acres flows to the
proposed 36" under -Y3RPD-.
Chris expressed concern regarding the potential scour below the ditch section downstream of the
18" RCP pond outlet. Stabilization and vegetation of this area will be challenging.
-Y3- Station 39+00 RT — The proposed system will drain into the dry detention pond. The
Division expressed concern regarding the potential for pond water staging into the -Y3- system.
KH will consider lowering the proposed 24" RCP and flattening this ditch to eliminate the need
for rip rap, but also design it to not allow ponding water into the 24" pipe system. KH will add
rip rap embankment stabilization at the end of this ditch as it outfalls into proposed pond.
KH has not designed the emergency spillway of the proposed pond in detail at this point. KH
will consider showing rip rap of the entire ditch/area between the tail ditch from the pond's 18"
RCP outlet and existing rip rap at the inlet to the existing 42" RCP.
Hydraulics Unit does not desire standing water in the dry detention pond. KH plans to set the
pipe invert at the base of the pond to keep the pond dry.
KH has not designed a forebay at this point.
Matt Lauffer asked whether we have enough elevation to use a riser/barrel configuration outlet
structure and possibly eliminate the emergency spillway through the natural topograpy. The
required barrel would be a lot larger with a riser structure to minimize pressure flow.
Division stated that their preference would be to keep an emergency spillway due to easier
maintenance among other factors.
4

� BLJTHE
KH will line the 10-foot wide berm with rip rap.
Kimley>>> Horn
The pond will be designed for a 50-year storm. Storms above the 50-year frequency would head
up and exit the pond via the emergency spillway.
KH to work closely with the hydraulics unit to determine the appropriate riser/barrel
configuration, location (preferably not through the constructed berm), emergency spillway, and
water quality drawdown features (if any) related to the proposed pond. Chris recommended a rip
rap ditch from the proposed 18" RCP outlet pipe to the existing 42" RCP under NC 540. KH
proposes to retain the existing rip rap pad at the 42" RCP inlet if stable.
Chris expressed concern over whether that rip rap is lined. KH to investigate during their next
site visit. After discussion, Chris agreed to retain the existing rip rap for now.
It was concluded that more coordination, discussion, and design would be necessary before the
dry detention pond would be fmalized.
9) -Y3RPD- Station 22+75 — A 60" RCP is proposed will be buried one foot.
On both ends of the 60" pipe, Class II rip rap embankment protection is proposed to receive ditch
flow from -Y3- from the west.
According to our field reconnaissance, the existing banks are stable.
Triassic rock is prevalent in the interchange area based on the geotechnical borings.
Beth Reed said that the stream to the north of the proposed 60" RCP is more intermittent.
Chris expressed concern that burying the entrance of the 60" pipe 1' may result in a head cut
upstream of the proposed pipe.
Chris discussed the use of a concrete sill.
KH was directed to show a 1-foot concrete sill at the 60" RCP inlet. NCDOT hydraulics unit
will provide KH with an example detail where a concrete sill has been constructed at the
entrance of a large diameter pipe.
10) -L- Station 108+00 — There are dual 36" RCPs that will be extended on the upstream side.
No extension is proposed on the downstream side. The inlet and outlet ends of this pipe are
already armored with rip rap and any impacts to this feature would not require mitigation.
The pond on the downstream side of the outlet is jurisdictional according to the JD map prepared
by the Veridea developer.
On the downstream side of the dual pipes, the wetland limits changed per the recently provided
WET file. The footprint of the wetland was minimized, but this did not modify the drainage

� B LJTH E Kimley>>> Horn
design. The new limits of the wetland will be incorporated into the permit drawings. KH to
adjust proposed 15" RCP outlet (0604) to match the existing outlet location of the 15" RCP that
was removed due to widening.
Rip rap at 0602 pipe outlet is not proposed since the outlet area has existing riprap (inside
wetland limits) and will be retained.
No additional issues or questions were discussed regarding this sheet.
Sheet 7
11) -L- Station 115+00 — This pipe crossing is not located on a jurisdictional stream.
12) -L- Station 122+00 RT — This wetland feature is not impacted by the project.
Sheet 8
13) -L- Station 122+50 RT — The existing 48" RCP is not proposed to be extended with the
project. Therefore, there is no impact to the wetland or JS.
14) -L- Station 129+00 — The existing 8'x9' RCBC is not proposed to be extended with the
project. Therefore, there is no impact to the JS.
Sheet 9
No features are included on this sheet.
Sheet 10
15) -Y3- Station 19+00 — The existing 30" RCP will be extended, but this is not a JS.
Sheet 11
The existing jurisdictional surface feature (pond) Station 43+00 on the right or east side of -Y3-
will be drained with the project.
NCDOT does not intend to drain the non-jurisdictional pond Station 45+00 on the left or west
side of -Y3-. However, TDE has been added around the pond in case corrective measures are
necessary during construction.
The second (non-jurisdictional) pond Station 50+00 on the right or east side will be drained as
part of the project.
Sheet 12
No features are included on this sheet.
[�

� BLJTHE
General
Dan asked if there were any further questions and none were offered.
Kimley>>> Horn
NCDOT expects to provide 100% Hydraulic Design comments by October 23rd.
KH will work through the dry detention pond using Option 1 within Quadrant A.
The Concurrence Point 4C meeting will be held on December 17, 2015. NCDOT will provide
the 4C package including permit drawings to the agencies on or before December 3, 2015.
Meeting adjourned.
7

� BLJTHE
MEMORANDUM OF MEETING
Kimley>>> Horn
SUBJECT: R-2635D — Access 540
Triangle Expressway (Toll NC 540) / OHSA Road (SR 1153) Interchange
Wake County
�• �
ATTENDEES:
Concurrence Point 4C Meeting
December 17, 2015
The following persons attended in person:
NAME:
Dennis Jernigan
Alan Shapiro
Chris Murray
Karen McCauley
Tim McFadden
John Merritt
Matt Lauffer
Bill Elam
Linda Johns
Samuel Megahed
Mark Staley
Jason Hedley
Kat Bukowy
Rob Ridings
Eric Alsmeyer
Jeff Moore
Beth Reed
Dan Robinson
Bryan Vickery
UNIT/COMPANY
NCDOT Division 5
NCDOT Division 5
NCDOT Division 5
NCDOT Design-Build
NCDOT Design-Build
NCDOT NES
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT REU
NCDOT L&S
HNTB/NCTA
DWR
USACE
Kimley-Horn (KH)
KH
KH
KH
The following person attended by phone:
Travis Wilson NCWRC
EMAIL ADDRESS
[e-mail]
awshapiro @ncdot. gov
[e-mail]
[e-mail]
[e-mail]
j smerritt@ncdot. gov
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
rob.ridings@ncdenr. gov
[e-mail]
jeff. moore@kimley-horn. com
[e-mail]
dan.robinson@kimley-horn. com
bryan. vickery@kimley-horn. com
[e-mail]
The Concurrence Point 4C Meeting was held on December 17, 2015 in the Structures Conference
Room for the above referenced project. The following project specific items were discussed:
Bill Elam opened the meeting with introductions.
1

� B LJTH E Kimley>>> Horn
Dan Robinson began discussing features sheet by sheet using the overhead projection of each
sheet and photographs.
Sheets 2D-1 and 2D-2
On the drainage details, Chris Murray requested that KH show geotextile fabric on Detail 13
(special rock check dam). The fabric should be keyed 6 inches into the rock check and placed
within the footprint of the rock.
Chris also requested that KH replace all PSRM callouts on the project with excelsior matting due
to comments from the Roadside Environmental Unit (REU).
For slopes from 0% to 2%, KH is to continue to show grass. For slopes from 2% to 4%, KH is to
use excelsior matting and geater than 4%, use Class B rip rap with geotextile fabric liner. KH to
ensure that any proposed rip rap is not inside the roadway clear zone.
Sheet 2D-3
This detail for the reinforced concrete endwall sill was added based on comments from the 4B
meeting.
Sheet 4
Site 1
-LA- Stations 63+00 RT and 64+50 LT consists of extending the existing 10'x9' RCBC on both
sides.
On the upstream side, KH has shown rip rap as discussed in the 4B meeting.
18 feet of permanent impacts are proposed upstream (11 feet) and downstream (7 feet) as a result
of the culvert extensions.
55 feet of permanent impacts are proposed as a result of bank stabilization.
KH to move the Site 1 leader outside of the hydraulic labels.
This is a perennial stream. Eric Alsmeyer stated that there would be no mitigation for the 55 feet
of bank stabilization and the 18 feet of permanent impact would be subject to 2:1 mitigation.
Sheet 5
Site 2

� B LJTH E Kimley>>> Horn
-LA- Stations 73+25 RT and 75+50 LT consists of extending the existing 2@11'x9' RCBC 13
feet on the downstream side and 12 feet on the upstream side.
On the downstream side, the channe] wi11 be relocated slightly due to the bend.
The design incorporates a rock lined floodplain bench with Class II rip rap in accordance with
comments from the 4B meeting.
On the upstream side, the design incorporates a new sill in the wes� barrel rather than in the east
barrel to match the existing sediment conditions.
117 feet of total permanent impacts are proposed.
This is a perennial stream. Eric stated that there would be no mitigation for the bank
stabilization and the 117 feet of permanent impact would be subject to 2:1 mitigation.
It was noted to extend the temporary stream impacts on the upstream side to the ROW limits.
Site 3
-L- Station 80+00 RT consists of an isolated wetland that will be impacted by the fill slope, but
the proposed ditch will not be cut through the wetland.
The fill results in a permanent fill in wetlands impact of 0.03 acres and 0.2 acres of inechanized
clearing in we�lands.
Rip rap is proposed at the end of the lateral base ditch to slow down the water at the entrance to
the wetland. A 40' long grass swale has been incorporated into the design just upstream of the
Rip Rap Pad at the end of the conveyance.
Sheet 6
Site 4
-Y3RPD- Station 22+75 includes a 60" RCP buried one foot.
275 feet of total permanent impacts are proposed associated with the proposed pipe.
10 feet of temporary impacts are included on either side of the bank stabilization.
46 feet of bank stabilization is proposed and is measured from the outlet of the pipe to the end of
the bank stabilization (total for both upstream and downstream). The design shows uneven
riprap limits on either side of the stream to account for proposed ditch tie-ins. KH was advised
to even out the riprap limits on both sides of the stream. This would not change the impact
lengths, but rather increase the quantity of riprap.

� B LJTH E Kimley>>> Horn
This is an intermittent stream. Eric stated that mitigation would not be required for the 275 feet
of impact since it is an intermittent stream.
Rob Ridings stated that the DWR does not require mitigation for intermittent streams anymore
based on recent policy change.
KH used the contours (DTM) rather than the Jurisdictional Stream (JS) lines to establish the pipe
ou�let ]ocation since the JS points did not match the contours and the points taken in the field.
Site 5
-L- Station 99+50 LT consists of extending the existing 42-inch RCP under NC 540 to the
downstream side with a 48-inch RCP and TBJB. The 48-inch size is necessary because of the
additional drainage tying into it from the adjacent 30-inch system.
88 feet of permanent impacts to surface waters were proposed as a result of the pipe eXtension,
but wil] be revised to not include the length associated with the countersunk riprap pad (per
Eric). The revised permanent existing channel impacts is 74 feet.
The design incorporates a counter sunk rip rap pad as discussed in the 4B meeting. This counter
sunk outlet pad (14 LF) was recommended to be broken out in to a separate line item `Bank
Stabilization".
No mitigation would be required from either DWR or USACE for this intermittent stream.
10 feet of temporary stream impact was shown and would remain the same.
BMP (Pro�osed Dry Detention Basin)
KH has developed a fmal conceptual design for the dry detention pond to correct the pipe/cover
deficiency at the eXisting 42-inch RCP under NC 540. This pond is not subject to permitting on
this project.
As KH finalizes the pond design, Matt Lauffer stated that he wants to review the outlet control
structure and orifice configuration.
KH to provide the final pond design and details to Hydraulics Unit for review.
Matt requested that KH provide oversight for the pond during construction especially the clay
core.
Site 6
The Outstanding Surface Water (OSW) will be drained as a part of the project and is
encompassed within a Temporary Drainage Easement for that purpose.
4

� B LJTH E Kimley>>> Horn
2.34 acres of permanent surface water impacts is proposed for the draining of the existing pond
located north of Ramp A. The pond is encompassed within a Temparary Drainage Easement for
that purpose.
No mitigation would be required from either DWR or USACE for the permanent surface water
impacts associated with draining the pond.
Site 7
-L- Station 108+00 consists of dua] 36-inch RCPs under NC 540 that will be extended on the
upstream side. No extension is proposed on the downstream side. The inlet and outlet ends of
this pipe are already armored with rip rap and any impacts to this feature would not require
mitigation.
The pipe extension and headwall construction has a very small impact to the wetland.
This work was quantified as excavation in wetlands.
Less than 0.01 of temporary wetland impacts is proposed. Less than 0.01 of permanent wetland
impacts is proposed.
Eric stated that the 0.1 acre minimum threshold does not apply to an individual permit.
However, for this project USACE would not require mitigation for the wetland impacts since
they are so minor.
KH to include the square feet of impacts in the notes portion of the summary table when the
impacts are less than 0.01 acres.
Schedule
KH plans to submit the revised permit drawings and permit application on December 2l , 2015
for review by NCDOT. KH will submit directly to John Merritt as discussed in yesterday's
progress meeting. John will endeavor to review the application over the holidays and provide
comments earlier than the 10 business day review time. KH hopes that the permit applications
can be submitted to the agencies on or before January 8, 2016.
Post 4C Meeting
After the 4C meeting, Mark Staley, Linda Johns, Dan Robinson, and Bryan Vickery discussed
that the temporary impacts at Site 2 should be eXtended to the right-of-way and easement lines
on either side of the culvert.

Hi�.;h�N�jV North Carolina Department of Trensportation 4
Stonilwdter Highway Stormwater Program '�'
STORMWATER MANAGEMENT PLAN
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2635D County(ies): Wake Page 1 of 5
General Project Information
WBS Element: TIP Number: R-2635D Project Type: Roadway Widening Date: 12/21/2015
NCDOT Contact: Bill Elam, P.E. Contractor / Designer:
Address: NCDOT Hydraulics Unit Address:
1020 Birch Ridge Dr.
Raleigh, NC 27610
Phone: [phone] Phone:
Email: [e-mail] Email:
CitylTown: Apex County(ies): Wake
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Len th lin. miles or feet : 1.372 Miles Surroundin Land Use: Residential/Commercial/Industrial
Proposed Project Existing Site
Project Built-Upon Area (ac.) 33.5 ac. 222 ac.
TypIC81 CI'OSS S0Cti011 DBSCI'Ipti011: I-540 (LA): 8@ 12' wide lanes with 12' paved shoulders and 42' wide grass median. Shoulder Berm Gutter I-540 (LA): 6@ 12' wide lanes with 12' paved shoulders and 54' wide grass median.
as necessary throughout with sideslopes that vary from 2:1 or flatter. Old Holly Springs Apex Road (Y3): 3@ ShOUldef Befm GUttef a5 neCeSSafy thrOUghOUt Wlth SIde510p8S th0t Vary ffOm 2:1 Of
12' wide lanes with 2'-6" Curb and Gutter on both sides. Ultimate condition roadway width of 108' to be flatter. Old Holly Springs Apex Road (Y3): 2@ 12' wide lanes with 4�-5' paved
constructed around bridge. Side slopes of 2:1 or flatter throughout.
shoulders and side slopes that vary from 2:1 or flatter.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 72400 Year: 2035 Existin : 37530 Year: 2015
General Project Narrative: Widening of I-540 (LA), Old Holly Springs Apex Road (Y3) and Bridge #1278 over I-540. Work includes widening of existing facilities as well as new location interchange
(Description of Minimization of Water ramps/loops. Project also includes extensions of two box culverts under I-540. Existing outfall locations and drainage patterns were maintained as much as possible. There are
Quality Impacts) ten NCDW R classified streams within the project boundary (3 impacted) and approximately half of the runoff ultimately flows to Little Branch and half of the runoff ultimately
flows to Big Branch. Grass Swales were used throughout the project to provide treatment. A dry detention basin is located in the loop gore of Quadrant A. This was provided to
reduce the peak runoff and to treat new built upon area.
Waterbody Information
Surface Water Body (1): UT to Little Branch NCDWR Stream Index No.: 18-7-6-1-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

�..
Hi�hw��y North Carolina DepartmenY of Transportation �
Stor�nwater � �
�_„ Highway Stormwater Program \���`
STORMWATER MANAGEMENT PLAN `�- �
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2635D County(ies): Wake Page 2 of 5
Additional Waterbody Information
Surface Water Bod 2: UT to Little Branch NCDWR Stream Index No.: 18-7-6-1-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SD Buffer Rules in Effect: N/A
Project Inciudes Bridge Spanning Water Body? No Deck Drains Discharge Over BufferZ N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (3): UT to Little Branch NCDWR Stream Index No.: 18-7-6-1-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SE Buffer Rules in Effect: N/A
Project Includes Bridge Spannin Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

Hi� hWa North Carolina Department of Transportation
�St(�YC 1waYe1'
,,,,,,.,,,,, Highway Stormwater Program ;�.
STORMWATER MANAGEMENT PLAN � "' �
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2635D County ies : Wake Page 3 of 5
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules?
4 -LA- 64+00 RT (1)UT to Little 0.0 3.0 3.0 1.6 160 250 0.10% 2.8 1.0 3.6 1.0 Yes No
35.6886654/-78.8486562 Branch
5 -LA- 80+35 RT (2)UT to Little 4.0 3.0 3.0 1.5 145 40 0.30% 3.4 1.4 4.3 1.5 No No
35.6888442/-78.854162� Branch
6 -Y3LPD- 24+35 RT (3)UT to Little 3.0 3.0 3.0 1.1 113 60 0.32% 3.7 1.5 4.7 1.6 No No
35.6874091/-78.8597584 Branch
6 -LA- 107+g5 RT (3)UT to Little 0.0 6.0 4.0 0.5 52 225 0.50% 1.5 1.3 2.0 1.4 No No
35.6899337/-78.8630812 Branch
Additional Comments
Slope of swale @-L- 64+00 RT is the effective slope generated by the rock checks.

Hl hW� North Carolina Department of Transportation /�
�StorrYiwater I �`
,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN �° �°="�V
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2635D County(ies): Wake Page 4 of 5
Level Spreaders, Hazardous Spill Basins, and Forebays
Level Spreader, Drainage New Built-
Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated
Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac) (ac) Required / Minimum Treatment Achieved w/ Buffer Rules?
6 -Y3LPA- 19+7q LT (3)UT to Little Forebay 2.19 1.44 0.1 inches of runoff from NBUA 523.0 cf 3006.0 cf N/A
35.6903195/-78.8607118 Branch
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume
and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments

High�v�ly North Carolina Department of Transportation �
St(�YYYlWiitiPi" Highway Stormwater Program \.r/� ''
STORMWATER MANAGEMENT PLAN �
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2635D County(ies): Wake Page 5 of 5
Other Best Management Practices
New Built-Upon Precipitation Depth
Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. (Road and Non Road Projects) Water Bod BMP Type ac ac ac-ft (in) w/ Buffer Rules?
6 -Y3LPA- 19+74 LT (3)UT to Little Dry Detention Basin 17.5 4.8 1.86 4.89 No
35.6903195/-78.8607118 Branch
Additional Comments

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� i� LEGENDS AND SYMBOLS
rF
�e
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�,
���� ° 2' Contours
'�" � Wake County Parcels (2015)
1 �
�`� P
roposed Dry Detention
Newl Built-U on Area 4.8 ac.
, Y p i )
� Open Space Fair
� Future Development
�
� Pond Drainage Area (17.5 ac.)
z �
� � 0 125 250
. Feet
,
��:r,
� � Pond Drainage
�`
� Area Map
FIGURE 1
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* *
� �
9,A� ���t
���TOF TRAN='QO
Kimrey�>>Horn

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IIIN IJ A L.VIVIRVLLGtJ—AI.I.CJJ �RVJCI.I YYllfl AI.I.CJJ LIlV\IICIJ IV rVIIVIJ AJ Jf7VYYIV VIV IfIC rV1IVJ
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
����� �� ����� ��������
- -- -- -- -- -- -- -- -- -- -- --
' FIIVAL ROADWAY PLANS
�---------------------
PROJECT # R-1635D
SUBMITTAL # S-024R3
SUBdIITTAL DATE: 1/6/ZOI6
PERMIT DRAWING
SHEET 1 OF 17
DOCUMENT NOT CONStDEREU FINAL
UNLE55 ALLSIGNATURES GOMPLETEU
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULlCS ENGINEER
p�xs P�p��D FOR Kimley>>> Horn
ADT 2015 = 37,500 THE NCDOT BY: �,,,,
50 25 0 50 100 ��;'�'�"""� ;�,< aa0�p
ADT 2035 = 72,400 LENGTH OF ROADWAY PROJECT R-2635D = 1.372 MILES �`�o� �����
DHV = 10 % IDIl STANDARD SPECfFIC.3T70NS ��
0 `�
PIANS D= 65 % JEFFREY W. MOORE. P.E. sfcxnruxe: PE � y
50 25 0 50 lOa T= 18 %* TOTAL LENGTH OF PROJECT R-2635D = 1.372 MILES ��� OF WAY DATE: rxo�Ecr Excmcex ROADWAY DESlGN ENGINF,F.X � o
V= 70 MPH 1UNE 26, 2075
PROFILE (HORIZONTAL) * TfST =12% DUAL =6% CHADWICK W. BECK, P.E. ���,� e��,�@
PROJFCT DESIGN ENGINEER
l0 5 0 io 2o FUNC CLASS = LETTING DATE: °F p��`�$
URBAN FREEWAY JUNE 26. 2015 K. ZAK HAMIDI, P.E.
PROFILE jVERTICAI REGIONAL TIER NCDOT CONTACT r.s.
l I SIGNATUAE:

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DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Nm to Smle)
Nat�ral � 3.� °ei Fill
Ground F �IQ ��p� Slope
Or�el D
Min. D= 2.0 Ft.
FROM STA. 59 � 70 TO STA. 61 + 50 -LA- (LT)
DETAIL 2
SPEqAI LATERAL 'V' DITCH
� Not to Scple)
� Fill
2�� \ ° � Slope
Nat�ral Fj' or 3� i�6
Ground °jfe� p F��
d
Geolextile MIn. D= 2.0 Ft.
Type of Liner- Class I Rip-Rap Max. d= 1.0 Ft.
FROM STA. 62+90 TO STA. 63+50 -Ll+� (LT)
FROM STA. 81-77 TO STA.83+00 -LA- (RT)
FROM STA. 23+00 TO $TA. 24+50 -Y3RPD- (LT)
FROM STA. 23+50 TO STA. 29+50 -Y3RPD- (R�
FROM STA. 11 -r 00 TO STA. 11 i 50 -Y3RPD- (LT)
DETAIL 3
LATERAL 'V' DITCH
� Nor to Scple�
6
Natural �'- p�p
Ground ?�) p 'L.1 1'7fi. Slopa
d
Geotextile
Min. D= 1.5 R.
Max. d = 1.0 Ft.
Type of Uner= Class 8 Rip-Rap b= 5.0 R.
FROM STA. 73+45 TO STA. 75+00 -LA- (RT�
FROM STA.81+50 TO STA.85+38.23 -LA- (LT)
FROM STA.10+00 TO STA.11+00 -Y3RPD- (LT)
DETAIL 4
SPECIAL LATERAL 'V' DITCH
� Not to Scale)
o� Fill
Natwal F� o A'� teC Slope
Ground �Otfe � D ��p\
d
Min. D = 2.0 Ft.
Max. d= 1.0 Ft.
Type of Liner= Excelsior
FROM STA. 72+50 TO STA. 73+00 -LA- (LT)
FROM STA. 17+74 TO STA. 19=23 -Y3- (RT)
DETAIL 5
LATERAL BASE DITCH
( Not to 5mle)
I �
Noturol p�p
Ground ?y p .��� 7"�t. Slope
d
GEOTEXfILE g Min. D= 2.0 Ft.
Max. d= 7.0 Ft.
6= 2.0 Ft.
6= 5.0 Ft.
Type of Liner= Closs 'B' Rip Rap
FROM STA. 73+50 TO STA. 74+75 -LA- (LT)
DETAIL b
RIP RAP AT EMBANKMENT
� Nm to S<ale)
70'min.
Difch 7.0'min�,
Grade � 5
T
GEOTEXTILE
7ype of Liner = Class 11 Rip-Rap
STA. 22+30 -Y3RPD- �LT)
STA. 23 � 50 -Y3RPD- �RT)
DETAIL 7
FALSE SUMP
( Not io Scale)
Outside Ditch _ ly p-I�
Tr� affic F(ow ,��.� 20:1 '1 (`
r S � et<.
S=Ditch Slope � Proposed Ditch
FROM STA. 72 + 54 TO STA. 72 i 69 -LA- (RT�
FROM STA. 120+04 TO STA 120+19 -LA- (RT)
FROM STA. 109+31 TO STA. 109+46 -LA- (ln
FROM STA. 18+54 TO STA. 18-69 -Y3LPD- (LT�
FROM STA. 22�-04 TO STA. 22+19 -Y3LPD- (LT)
FROM STA.23+42 TO STA. 23+57 -Y3LPD- (RT)
FROM STA. 12+80 TO STA. 12-=95 -Y3LPA- (RT)
FROM STA. 13+56 TO STA. 13+71 -Y3LPA- (RT)
FROM STA.74+56 TO STA.14�-71 -Y3LPA- �LT)
FROM STA. 15+81 TO STA. 15+96 -Y3LPA- (Cf�
FROM STA. 11 + 81 TO STA 11 + 96 -Y3RPD- (LT)
DETAIL 8
FAISE SUMP
( Not to Scale)
Outside Ditch /
Traffic Flow
r5�
S=Ditch Slope
2�
� Proposed Ditch
FROM STA. 73+04 TO STA. 73+19 -LA- (L�
FROM STA. 83 i-31 TO STA. 83 a-46 -LA- (RT)
FROM STA. 96+49 TO STA. 96+64 -LA- (RT�
FROM STA. 108 � 31 TO 108 = 46 -LA- (RT)
FROM STA. 20+04 TO STA. 20+79 -Y3RPD- (LT)
FROM STA.18+54 TO STA. 18+69 -Y3RPD- (LT)
FROM STA. 15+56 TO STA. 15+71 -Y3RPA- (RT)
FROM STA. 17 i Ob TO STA. 17+21 -Y3RPA- (RT�
FROM STA. 17+06 TO STA. 17+21 -Y3RPA- (LT)
FROM STA. 20+27 TO STA. 20+45 -Y3RPA- �RT)
DETAIL 9
LATERAL 'V' DtTCH
( Noi to Smlej
b
Notural � � Fi11
Ground ?y p �,�� 7'7f1. Slope
Min. D= 2.0 Ft.
b = S.0 Ft.
FROM STA. 75 + 00 TO STA. 79 + 00 -LA- �RT)
DETAIL 10
LATERAL BASE DITCH
� Not io Smle)
�Noturol F.��
Ground �N p �,'.� 1"iFt. Slope
d
GEOTExTILE B Min D= 0 5 Ft
Max. d= 0.5 Ft.
"When B is < b-0' 6= 4.0 R.
Type of Liner= Class I Rip-Rap b= 5.0 Ft.
FROM STA. 80 - 75 TO STA. 81 + 77 -LA- (RT)
DETAIL 11
SPECIAL LATERAL 'V' DITCH
j Not to Smte)
� Fill
0
Grou d F� 1e � D ��p��e� Siope
d
Geotax�ile � Min. D= 1.0 FT.
Type of Liner= Class 'B' Rip-Rap Mox. d= 1.0 R.
FROM STA. 113-50 TO STA. 114+50 -LA- (CT')
FROM STA. 24�50 TO STA.27+50 -Y3RPD- �LT)
FROM STA. 79+23 TO STA. 21+00 -Y3- �RT)
FROM STA. 17 + 74 TO STA. 21 + 50 -Y3- �LT)
DETAIL 12
SPECIAL CUT DITCH
( Not Io SwIeJ
F�o�+
<
?y 1 ° Ditch
Nprural �c� o� h'� �`e� Slo
Gro�nd �f1er F�V Pe
D
d
Geotextile Min. D=1.0 Ft.
Type of Liner= Class I Rip-Rop Max. d=1.0 R.
FROM STA. 19 + 50 TO STA. 20 + 00 -Y3RPD- (RT)
FROM STA. 23+00 TO STA. 23+38 -Y3LPD- (LT�
DETAIL 13
SPECIAL ROCK CHECK DAM
( Nol ta $cole)
WATER QUAUTY
ROCK CHECK
EFFECTIVE NANRAI
SIOPE
FLOW GROUND LWE
6"�R ---
� BASE OF SWALE 7aVR.5TORM
GEOTEXTIIE b� ELEVATION (0.7')
C1A55 B RIP-RAP
PROFlLE
NATURAI CLASS 'B'
GROUND �'S RIP-RAP
70.YR.
GEOTEXTILE 3�7 STOftM EVENT
F��FR � (0.7'1
TYPICAL SECTION
FROM 64 + 00 TO STA 66 + 00 -LA- �RT)
DETAIL 14
PIPE INLET/pUTLET CHANNEL
BANK STABILIZATION
� Nof to Scale)
Natoral Natural
Ground 2, � �,�� Groond
Geotextile
of Liner=
STA. 22+45 -Y3RPD- (LT)
$TA. 25 i 92 -Y3LPD- (RT)
DETAIL 15
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Notoral � oC Fil�
Ground �•j A�' �te� Slope
D F�o
Geote.tile B
Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
6= 2.0 Ft.
Type of Liner= Class I Rip-Rap
FROM STA.22=30 TO STA.23=00 -Y3RPD- (LT)
DETAIL 16
BERM 'V' DITCH
� Not to Smle)
� �
Natural
Gro�nd ?; �
� D �'� ROWY
e?
�
Min. D= 1.0 Ft.
b= 2.0 Ft.
FROM STA. 14 i- 00 TO STA. 75 i- 00 -Y3RPA- (RT)
DETAIL 17
OUTIET PROTECTION W/
COUNTER-SUNK RIP RAP PAD
t Not to Scoie�
atural oturol
rouna 2,y ti� rountl
Geotextlie�
f Liner= Class II
STA. 18i 10 -Y3LPD- �RT)
DETAIL 18
BERM 'V' DITCH
( Nm to scu�e)
Nar��ai I I
Groun ?,y ' ' .L1
p d RDwv
Geotextile
�
�
Min. D= 7.0 R.
6= 2.0 ft.
Typc of Liner- Class 'B' Rip Rap
FROM STA. 15+00 TO STA. 17 i 25 -Y3RPA- (RT)
FROM STA. 17;-25 TO STA. 79+00 -Y3RPA- (RT)
BEHIND RETAINING WALL
� Not to Sco�e� �F,Z '
RETAINING BOND JPi
WALL BREAKER i
p g � ,�.�
NATURAL
GROUND
4„ D = 1.0'
6= 1.0'
FROM STA. 11 t 82 TO STA. 13+56 -Y3RPA- (RT�
DETAIL 20
CONCRETE DITCH BLOCK
� Not to Smle�
�
Class 'B' Rip Rap �2.0'�.- �
'� ?')
��.
GI
� $ - Geotextile er<.
S=Ditch Slope 4 Proposed Concrete Ditch
STA. 77 t 82 -Y3RPA- �RT)
STA.13+�6 -Y3RPA- �RT�
DETAIL 21
SPECIAL LATERAL 'V' DITCH
W/EXCAVATION
�15���9 ( Not to ScaleJ
��o�„d� - �_ _ _ _ _ _ -
o�
Va.ies in 3y `L', �e� Fill
Slope and Lenqth D Q�� Slope
$ee XSC
D= 2.0 Fi.
FROM STA.28+70 TO STA.31+00 -Y3- (RT)

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DETAIL 22
STANDARD BASE DITCH
( Not to swle)
NqFUfO� i`iqYVfp�
Gmund 1y .y�;� Ground
dJ'� D
Geotez�ile g Min. D= 7.0 Ft.
Max. d= 1.0 TFt.
`When B is < 6.0' 6= 3.0 Ft.
of Liner= Closs 'B'
STA. 24+35 -Y3RPA- (RT)
DETAIL 23
SPECIAL LATERAL BASE DITCH
( Nof fo Scale�
Natural � o� Fill
Gro�nd Fo � or D ��o�e� Slopa
E'r
� Min. D= 1 Ft.
8= 2 Ft.
FROM STA. 70+00 TO STA.70-50 -Y3LPA- (Ll)
DETAIL 26
SPEqAL CUT DITCH
( Not to $cale)
Front
a� Ditch
Natorol 2�� d�� g�
Gro�nd or F� ��p�l Slope
d pf�e� D
Min. D= Ft.
Type of Liner= Excelsior Max d= R.
FROM STA. 27+50 TO STA. 29+50 -Y3RPD- �LT�
DETAIL 27
SPECIAL CUT GRASS SWALE wMINGE
� Not ro s�o1�7
Nat�ral
Groond a
P
�'o� 1 0� Front
`" A'" �e� Ditch
4 � � F�p Slope
6.0' I-- Min. D= 2.0 Ft.
FROM STA. 105 -F 60 TO STA. 107 + 85 -LA- (RT)
DETAIL 30
TOE PROTECTION
( Not ro Scale)
Q�p�e<
� �� �oPe
�,' F��\S
Naturnl
Ground d
Excelsior
d= 1.0 Ft.
Type of Liner= Excelsior
FROM STA. bl -t 50 TO STA. 62 F 90 -LA- (lT)
DETAIL 31
LATERAI 'V' DITCH
� Nof to Scale�
Nafurol t- Fill
Ground ?y p `L�-� 7"ifi. Slope
Gaoteutle
Min. D= 1.5 Ft.
Max. d= 1.0 Ft.
of Liner= Class I Rip-Rap b= 5.0 R.
FROM STA. 63 i 50 TO STA. 63 -F 75 -LA- (Rl)
DETAIL 32
CUT DITCH
( Nor to Scale)
Road
� o� Shoulder
NaWral A'� le� Point
Ground 4�J D Q\pi
d
� �8� Min. D=1 Ft.
�pe of Liner= Excelsior Max. d=1 Ft.
FROM STA. 15 i 50 TO STA. 18 , 50 -Y3RP0. (LT)
FROM STA. 13+50 TO STA.79+50 -Y3RPD- (RT�
FROM STA. 21 + 00 TO STA. 24 t 50 -Y3- (RT)
FROM STA. 41+50 TO STA. SI+Od -Y3- (RT)
FROM STA.10 F00 TO STA.11�-00 -Y3RPA- �RT)
FROM STA.13+00 TO STA.74=50 -Y3LPA- (RT)
FROM STA. 21 F 00 TO STA. 23 i 00 -Y3RPA- (LT)
DETAIL 24
WLET CHANNEI - LOOKWG DOWNSTREAM
Ex�ST- t Not to Scoie�
GROUND \ 2� ll" X 9' RCBC CLASS ll RlP RAP
\ fBURlEO I'I TO TOP OF CHANNEL
p/�?� �\ T �- 2.dSILL %yjil'(�'���.
GEOTEXT2E � � � J�
I 2
Min. D = 3.5 Ft. B
B = VARIES I
EXISiING TO 37' �l� I,fY HIGH FLOODPLNN BENCH
'� WITH CLASS ll RIP RAP
Type of Liner = Class 'll' Rip-Rap
STA. 73 + 43 -LA- (RT)
DETAIL 25
OUTLET CHANNEL - LOOKING DOWNSTREAM
EXIST��� � Not to Scaiel
GROUND \ 2@ ll' X 9' RCBC CLASS ll R/P RAP
` fBURlEO l'I TO TOP OF CHANNEL
��i� �_ - - -r�i�i�p�Tr
/5' � T
GE07EX71LE I \ � � -��
/l� 2
Min. D= 3.5 Ft. C B
B = VARIES I
EXISTING TO 31' �l� lA' HIGH FLOODPLAIN BENCH
-� WITH CLASS ll R/P RAP
Type of Liner = Class 'll' Rip-Rap
STA. 74 -� 67 -LA- (LT)
DETAIL 33
CUT DITCH
� Not ro Smlej
ROOfI
� o� Shoulder
Notuml ?. A�� �e� Point
Ground � o� 4, D F�a
d �
/8�
Geo�enfile Min. D=7 Ft.
�e of Liner= Class B Rip-Rap Max. d=7 Pt.
FROM STA.20+50 TO STA.21�00 -Y3LP0. (RT)
DETAIL 34
SPEqAI CUT DITCH wMINGE
j Not to Scale)
Not�ral
Gro�nd
j \ oc Road
A�. yc Sho�lder
4'7 D F\Ot� Point
6.0' �-�-
iype ofLiner=EXCEL51 R Min. D=1 Ft.
FROM STA. 13+67.62 TO STA.15+50 -Y3RPD- (LT)
FROM STA.71+00 TO STA.17+82 -Y3RPA- �RT)
FROM STA. 25+00 TO STA. 26+50 -Y3- �RT)
DETAIL 35
SPECIAL CUT DITCH
( Nol ta Scale)
Front
o� Ditch
Natural � p'1 �y< Slope
Grovnd ?�� p Q��,
Min. D=1 R.
FROM STA.25+10.87 TO STA. 26+00 -Y3- (LT�
FROM STA. 100 + 50 TO STA. 702 a 50 -lA- �RT)
DETAIL 36
LATERAL BASE GRASS SWALE
( Nof to Scale�
Noturol �
G.o��d 3.� p g�� P'ht. Fill
Slope
I o I Min. D= 0.5 Ft.
G�'� B = 4.0 Ft.
6= 5.0 Ft.
FROM STA. 80+35 TO STA.80+75 -LA- (RT�
DETAIL 28
INLET CHANNEL - LOOKING DOWNSTREAM
t Not to sca�el
EXIST �p� X 9' RCBC CLA55 Il RlP RAP
GROUND IBUR/ED /7 TO 70P OF CNANNEL
q t T-r ` �'r' I �i�i � .
l.5' � T !i� u � I�
6E01EXT2E � �
Min. D= 5.5 Ft. /� B � I
B = VARIES
EXISTING TO 10'
Type of Liner = Class 'll' Rip-Rap
STA. 63 � 15 -LA- (RTj
DETAIL 29
OUTLET CHANNEL - LOOKING DOWNSTREAM
t Not to Scoiel
EXIST l0' X 9' RCBC CLASS Il RlP RAP
GROUND fBURIED l'1 TD TOP OF CHANNEL
N I?i' � �I�,/�''.
/.5' � � %,uil�
GE07EXTlLE �� � ��
Min. D= 5.5 Ft. 2 B
B = VARIES
EXISTING TO 10'
Type of Liner = Class 91' Ri�rRap
STA. 64+45 -LA- �L'�
DETAIL 37
STANDARD BASE GRASS SWALE
( Not to Scale)
Naturnl Nat�ral
Ground �R �, � ���� Groun
D �-
F��F� ���� Min. D= 1.0 R.
B
•Nores: B= 3.0 Ft.
i) LONGITUDINAL SLOPES BETVJEEN 0.3% AND 4A�.
2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY
ENGINEER.
STA. 24+39 -Y3LPD- (RT)
DETAIL 38
SPECIAL LATERAL 'V' GRASS SWALE
( Not to $<ale)
Nat�ral � 1 �� � FiII
Ground F � ) p �\O�e Slope
Oyer� D
Min. D= 2.0 Ft.
FROM STA. 64+00 TO STA. 66+50 -LA- (RT)

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HEET 1 OF 1
838D27
2' - 1 %6'
11%6"
#4 DOWEL @ 8° CTS.-
o �
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TOP OF SILL
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2, _ 7%2„
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T5 @ 6" TOP & BOTTOM
5 SPA. @ 11"
� r'Z" gARS IN
TOP OF FOOTING
i
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/ , � Z2
i �
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Z3
-3 - N2
5 SPA. @ 11" „N„ BARS
IN BOTTOM OF FOOTING
2-G1
� 2-V1 @ 9" FILL FACE
1-V1 STR. FACE
N� ,� I�Q �� 2-a2
c' r o �O� �� o- 3" fl� DRAINS
°� ' 6" ABOVE
`n N � � ' I FLOW LINE (SILL)
�_ - �� - -
- -- - s,,,T- -
� CONST. JT. �- 2-61 2-N1
T B� I #4 DOWEL @ 8 CTS .
ELEVATION
z z
3�j2„� � �
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N N
H1� 5'-5° �
H2 3'-5" 1,_1„ ���
"H" BARS "N„ gARS
„H,,, „N" & „Z„ BAR DIMENSIONS
ARE OUT TO OUT.
Z1 � 3'-9" �I/
Z2� 3�-3„ 7��
Z3 2'-S" 6,1
HK.
�
"Z„ BARS
2_ �,G�,����
� DETAI
io 1�
V1 @ 1'-6"
@ WING WALL _
SILL-- �
#4 DOWEL @ 8" CTS �'
N
srr _ rrTrr
12„
10"
I�2rr
I� FILL FACE
� V1 @ 9„
@ WING WALL
PIPE NOT
vl1'_g" SHOWN
�
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3'-4"
SECTION - BB
4" �
N �
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+ n � PIPE NOT
o ¢ W SHOWN
, �2 : , ; H
SLOPE a
SEE STD. # 838.45 FOR GENERAL NOTES
10„
2 ��
FILL FACE 2
,��„@ 11"- „�„@ 1�_10�,
I _ ��H��
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N � ;
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��.
SECTION - AA
TAPER DETAIL
5 SPA. @ 11" FILL
2 SPA. @ 1'-10%p" STR. � FACE 2-V2, 2-V3, 2-V4
FACE 2-H1, 1-H2
3 SPA. @ 1'-3° FILL H2 ;
FACE 3-H1, 1-H2 �
_��
� 2 SPA. @ 1'_10"
V2 FILL FACE
,� H2 1-V2, 1-V3, 1-V4
V4
V4
H1
N N T4 -- -- ,�Z��
3-N1 3-N2
5 SPA. @ 11"
WING ELEVATION
Z
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BILL OF MATERIAL FOR ENDWALL J
REINF. STEEL 1 PIPE �"�
BAR SIZE LENGTH N0. WEIGHT y
�
B1 #4 5'-6" 4 15 � J Y
B2 #4 4'-6�� 4 12 � a�
G1 #7 8'-8" 2 35 c.'3 3�
H1 #4 6'-0" 10 40 H Z p�j
H2 #4 4'-0" 4 11 � W
�
N1 #5 3'-11" 10 41 �
N2 #4 3'-5" 6 14 Q� H
a cWc �
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T1 #4 12'_8" 6 51 z Z O
T4 #4 5'-6" 6 22 H O�
T5 #4 2' - 6" 36 60 � V w
J
V1 #4 6'-3" 6 25 = �
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V2 #4 5' -1 " 6 20 J W�
V3 #4 3'-11" 6 16 c� ��
V4 #4 2'-9" 6 11 w Q �
Z1 #5 4'-4" 4 18 V' �
Z2 #4 3' -10" 4 10 Z
N
Z3 #4 3'-2" 4 8 �
DOWEL #4 1'-0" 12 8
REINF. STEEL LBS. � 417
CON./C.S. CU. YDS 6.5 SHEET 1 OF 1
838D27

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S/TE 1 - IMPACT ZOOM-IN
(SGALE: 7" = 50 )
�•,•/f".� v
A� ,�i•r
tir` carve coasreu�noH� �
"��,. � � MATERIAL S1'ORAGE SITE
..� . N" `_ /�.
� /^ �� _�j___ �--
�� / .. NO fILL IS TO BE INSTALLEO
� � OVER EX�ST 14" RCP INLET
�\ ��
�� �' \ SPECIAI. LATERAL 'V' DRCH
� p y� SEE DEIAII 15HEET 10.7
� / (` \ MaN
� XIST R/
�� A �x X �—if � � -X X '.f iC—
6a' �'�V & �SB�'
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55
DATUM D�SCRIPIION
LOCALIZED COORDINATE SYSTE� �EyELOPED FOR THIS PRF
S BASE� ON THE STATE PLANE COORDINATES ESTABLISHED
NCDOT FOR (,�Otrl1�IENT °R2635D-43"
�ITH NAD 83/NA 201i STATE PLANE GRID CDORDINATES N'
9RTHING: 705617.39201fT1 EASTINC: 20415A8.2019(+
ELEVATION: 320.64�fti
"HE AyERAGE CO�INED GRID FACTOR USED ON THIS PROJf
IGHOUND TO GRIDI IS: 0.9998902757
THE N.C. LAI,�ERT GRI� BEARING AN�
LOCALIZE� HORIZONTAL GROUN� �ISTANCE FRO�)
"R2635D-43" TO -L- STATION 57+00.00 IS
S 87' 14' 23.49" E 4049.68'
� � s�GAa oi1�E�!cioNs aRF �.oc�! �zF� tio��?oNTai. pisr���
C
i—� S / '_ � � � - C
F � ` ��
F - - - -F - - - � / / � �G
COHC
�
S/TE 1 - IMPAG'T ZOOM-IN
(SCALE: 7" = 50 j
�
Am
�
Z
705572.34 2045026.53
�L2 705572.82 2045015.67 28c.
L1L3 705334.57 2044883.79 284.�
UL4 705333.95 2044894.47 284.-',
E1 705572.36 2045020•67 29?.
E2 705334.45 2044889.04 2°
EXTEND E7(I5T -
10' X 9' RCBC
- 12 lF
SPECIAL Ll�TERAL 'V' �ITCH
W��CLA$$ IRIP RAP
EST 25 TONS
E5T 45 SV GFO
SEE DETAIL 2i5HEET 20.1
LATERAL 'v' oRCH
W/CLA55 I RIP RAP
E5T 70 TONS
E5T ZO SY GFD
SEE DETAIL 3LSHEET 2D-2
CI.A55 1 RIP RAP
TRANSITION STONE
EST 4 TONS
EST G SV GFD
i0E PROTECTION
EST 80 SV E%CELSIOR
SEE DETAIL 3DSHEET 2D-2
3
i � `� F /
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CHANNELIMPROVEMENIY
BANK STABILIZATION
CLn55 II RIP RAp
E5T io TONS �
E5T SS SV GF� �� ��i�
SEE DETAIL 295HEET 20.�/ \\�/
�a
SITE 1
CLA55 'S" RIP RAP
E5T 2 TON$
EST 7 SV GFD
- 18" CSP CIASS 'R' RIP RAP
W/EL�OWS ES7 2 TONS
EST 7 SY GFo
�-COLLAR AND EXTEND
EXIST 15" RCP W/ —
� li" RCP-III
Z kEMOVE EXIST CB AND
19 LF OF 15" RCP
—� 65+00
TOLL NC-540
N 87' 3T 51.8' y�
�
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a io �F oF �s�� acP
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- - - - - - - - - - - - - REMOVE E%IST 2GI � - - - -
i
� I�' RCP�II
2GI 2GI
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� 2GI u /
/
\ F F ` ` \ - - � � ��� `�. 7.
c� ` � � I`
SPECIAL ROCK CHECK �AM T�E PROP 7GI TO �
SEE �ETAIL 135HEET 20.1 EXIST 15" RCP
EST 20 TONS CLA55 'B' RIP RAP R[TAIN [%IST 15" RCP
ESi JS SY GFD
PLACE EVERV 50'
SPECIAL LATERAL 'V' GRASS SWALE
-EXTEND EXIST SEE DETAIL 3fl5HEET 20.2
10' X 9' RCOC - 7 LF CtI�55 'B' RIP RAP
ESI 2 IONS GRASS SWALE DATA
CHANNEL IMPROVEMENTY EST 7 SV GFD �OYE=401�,
HANK SIAR�LILAl10N CLA55 'U' RIP RAP (EFFECiivE itOeE�
L REQ.� I60
CLASS II RIP RAP TR�NSII'ION STONE L PRO.� 150
ESI 50 IONS PSI 3 IONS Q�m �a cFs
v)= IOFPS
EST 55 SV GFD E5T h SV GFD D2= 06 fl
ste oeina �fl5r+eei ��o-� Q��� 3.6 CFS
io. i.o rrs
rno- o.i ri
S7A.64+00 -tA- (RT�
- SITE 1
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��ENOTES TEMPORARY
(MPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURPACE WATER

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S/TE 1 - IMPACT ZOOM-IN
(SGALE: 7" = 50 )
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DATUM D�SCRIPIION
LOCALIZED COORDINATE SYSTE� �EyELOPED FOR THIS PRF
S BASE� ON THE STATE PLANE COORDINATES ESTABLISHED
NCDOT FOR (,�Otrl1�IENT °R2635D-43"
�ITH NAD 83/NA 201i STATE PLANE GRID CDORDINATES N'
9RTHING: 705617.39201fT1 EASTINC: 20415A8.2019(+
ELEVATION: 320.64�fti
"HE AyERAGE CO�INED GRID FACTOR USEU ON THIS PROJf
IGHOUND TO GRIDI IS: 0.9998902757
THE N.C. LAI,�ERT GRI� BEARING AN�
LOCALIZE� HORIZONTAL GROUN� �ISTANCE FRO�)
"R2635D-43" TO -L- STATION 57+00.00 IS
S 87' 14' 23.49" E 4049.68'
i l�pGlR DI�EN,cIONS dRF l.DCA! 17FD ti0R!ZONTAl. IDIS?A"'
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N 87' 3T 51.8' V
705572.34
��2 705572.82
L1L3 705334.57
UL4 705333.95
E1 705572.36
E2 705334.45
2045026.53 �
2045015.67 28c.
2044883.79 284.:!
2044894.47 284.-',
2045020•67 29?.
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E5T 45 SV GFD
SEE DETAII 25HEEi 20.1
,� LATERAL 'V' �ITCH
wraass i RiP aaa
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EST 20 SV GFD
SEE DETAIL 315HEET ZD-2
CLA55 I RIP RAP
TRANSITION STONE
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EST G SV GFD
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- EXTENO E%IST SEE DETAIL 3fl5HEET 20.2
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705607.49 2043984.06 281.
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705600•62 20440a3.t4 290.
705383.10 2043844.82 280.
705382.65 2043857.19 279.
705382.49 204385B.23 278
705381.95 2043870.64 278.
705382.90 2043851.36 286.
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W/CLA55 'B' RIP RAP
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EST 85 SY GfD
SEE �E7AIL 55HEET 2D-1
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EST 5 TONS
EST 14 SV GFD
CLA55 'B' RIP RAP
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FALSE SUMP
SEE []ETAIL 8/
SHEET 2D-1
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SEE DET/�IL A/SHEEi 7D-7
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13 LF OF 4B" RCP-III
EXTEND EXIST E5T 2 TONS CLASS 'B' RIP RAP
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_ �; �F EST 17 TONS EST 5 TONS
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J EXTEND E%I5T EST 70 SY GFD /� � � � � � � � CLASS I RIP RAP
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- 12 LF W/CONCRETE / � � � � � � ' $EE oETAI� G05HEET 2D-1
SILL IN RIGHT BARREL JI SPEGAL IATERAL'V' DRCH
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/� - - _ � �_ � CLA55 I RIP RAP
EST 65 TONS
EST 95 5Y GFD
SEE DETAIL 7-5HEET 7D-1
V GRASS SWAIE DATA
�A= 1.5 AC
SWP_= 0.3;:
— — , F � REq.n as �,
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SITE 3
IMPAClS IN SURFACE WATER
�DENOTES IMPACTS IN
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�DENOTES FILL IN
WETLAND
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705600.93 2043996.28 280.
705607.49 2043984.06 281.
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705600•62 20440a3.t4 290.
705383.10 2043844.82 280.
705382.65 2043857.19 279.
705382.49 204385B.23 278
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705382.90 2043851.36 286.
705382.89 20435t.35 289.''
LABEl,EO nE1Gxr X �'IOiN
- - - _ - - _ = - -- - �= - - -_ - - - - - - - - - - - - - LATERAL 2' BASE DITCH -
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- � � � - - ' FAlSE SUMP
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SHEET 2D-1
SPECIA� �ATERAI 'V' DITCH
E5T 65 SV EXCELSIOR
SEE DET/�IL A/SHEET 7D-7
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SEE DETAIL 2S5HEET 2D-2
--- � P
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SEE DET/�IL 2�VSHEET 2D-2
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EST 155 TONS
EST 273 Sv GF❑
SEE DETAIL 3;SHEET 20.1
CLA55 'B'RIP RAP
TRANS�TION STONE
EST 5 TONS
EST 10 SV GFD
- - -f - - - - - - -F - - - - - - F_
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- 12 LF W/CONCRETE // � � � � � � ' SEE oETAI� 1G05HEET 2D-1
SILL IN RIGHT BARREL JI SPECIAI IATERAL'V' DITCH
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/� - - _ � �_ � CLA55 I R�P RAP
EST 65 TONS
EST 95 SY GFD
SEE DETAIL 7-SHEET JD-1
V GRASS SWAIE �ATA
�A= 1.5 AC
SWP_= 0.3;:
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STA. 80+35 -LA- �Rn � OENOTE$ TEMPORARY
SITE 2 - IMPACT ZOOM-IN \�
(SCALE: 1' = 50 ) �
SITE 3
IMPAClS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES FILL IN
WETLAND
' '�� ' DENOTES MECMANIZED
CLEARING

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PERMIT DRAW�NG
SNEET 77 OF 77

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 62+88/64+72 -LA- 10'x9' RCBC < 0.01 < 0.01 18 20
1 62+88/64+72 -LA- Bank Stabilization 0.01 55
2 73+21/74+99 -LA- 2@ 11'x9' RCBC 0.03 0.01 117 35
3 79+29/80+34 -LA- Fill Slope 0.03 0.02
4 22+23/23+61 -Y3RPD- 60" RCP Buried 1' 0.03 < 0.01 275 20
4 22+23/23+61 -Y3RPD- Bank Stabilization < 0.01 46
5 17+60/18+27 -Y3LPD- 48" RCP < 0.01 < 0.01 74 10
5 17+60/18+27 -Y3LPD- Bank Stabilization < 0.01 14
6 41 +10/45+94 -Y3- Pond 2.34
7 107+85/108+03 -LA- Excavation < 0.01 < 0.01
TOTALS*: 0.03 < 0.01 < 0.01 0.02 2.43 0.02 599 85 0
*Rounded totals are sum of actual impacts
NOTES:
Wetland Impact Totals in SF:
Permanent Fill in Wetlands - 1198 SF
Temporary Fill in Wetlands - 75 SF
Excavation in Wetlands - 158 SF
Mechanized Clearing in Wetlands - 877 SF
2013 10 24

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See Sheet �-A For I ndex of Sheefs �� � - � - �p� �
See Sheet �-B For Conventional Symbols � � � � � �� ��� � ��� � � � � ��� � J� ��� �
LOCATI01�:
TYPE
TRIAI�GLE
T�ERIDEA
����I ����
EXPRESS WA Y
PARKWA Y (SR
(TOLL 1�C-5'40) /
1153) I1�TERCHAI�GE
WORI�: GRADIII tG, PA VI1�G, G UARDRAIL, DRAI11 tA GE, STR UCT URE, WALLS,
CUL T�ERT EXTE11tSI011tS, SIG11tl1�G, AET I11tFRASTR UCTURE, � ITS
STA. 57+07v00
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS LIMITED TO POINTS AS SHOWN ON THE PLANS
BRIDGE
>TA. 33+/9027
PROJECT R -2635D
�
� FI1�AL R OAD WA Y PLA11 tS �
L
PROJECT # R-2635D
S UBMITTAL # S-041
SUBMITTAL DATE: l2/172015
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH • HYDRAULICS E1�GI11�EER
PLAIVS PREPARED FOR Ki m I e>>> H o r n
THE 1VCDOT BY: �
50 25 0 50 �00 ADT 2015 = 37,500 �,�0,5 0� �o���
Post Office Box 33068
ADT 2035 - 72�"FOO Raleigh,North Carolina 27636 � � �a
LENGTH OF ROADWAY PROJECT R-2635D = 1.372 MILES PE NO.F-0102 � g�
D H V = 10 % 2012 STANDARD SPECIFICATIONS �Q �Q
PLANS � �
D= 65 % JEFFREY W. MOORE, P.E. SIGNATURE: P.E. � a
50 25 0 50 l0o T= 18 %* TOTAL LENGTH OF PROJECT R-2635D = 1.372 MILES RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGIV E1VGI11tEER � o
V= 70 MPH JUNE 26, 2015 CHADWICK W. BECK, P.E. �� �Q
PROFILE (HORIZONTAL) * TTST =12% DUAL = 6% �'� oQ
F U N C C LASS = PROJECT DESIGN ENGINEER �� � p p��QO
10 5 0 10 20 LETTIIIIG DATE:
URBAN FREEWAY JUNE 26, 2015 K. ZAK HAMIDI, P.E.
PROFILE (VERTICAL) REGIONAL TIER NCDOT CONTACT P.E.
SIGNATURE:

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R-263 5 D
2B-3
2D-1 THRU 2D-2
2D-3
2D-4 THRU 2D-8
3B-1
3 D-1 THRU 3 D-XX
3P-1
3P-2
4 THRU 12
13 THRU 21
TMP-1 THRU TMP-24
PMP-1 THRU PMP-8
EC-1 THRU EG23
SIGN-1 THRU SIGN-13
SIG. 1.0 THRU SIG. 2.2
SCP-1 THRU SCP-3
UC-1 THRU UC-4
UO-1 THRU UO-10
X-0
X-1 THRU X-92
C-1 THRU GXX
S-1 THRU 5-54
OHS-1 THRU GHS-10
SW-1 THRU SW-6
W-1 THRU W-XX
1NDEX OF SHEETS
,T
HEETS, GENERAL NOTES, LIST OF ROADWAY STANDARD DRAWINGS
)NAL SYMBOLS SHEET
)NTROL SHEETS
SCHEDULE, TYPICAL SECTIONS, AND MISCELLANEOUS DETAILS
WALL ENVELOPE
�S
1NTERSECTION DETAILS
DRAINAGE DETAILS
DETAIL OF REINFORCED CONCRETE ENDWALL SILL
DRY DETENTION POND DETAILS
SUMMARY OF GUARDRAIL
SUMMARY OF DRAINAGE QUANTITIES
PARCEL INDEX SHEET
RIGHT-OF-WAY AREA DATA SHEET
PLANSHEETS
PROFILE SHEETS
TRANSPORTATION MANAGEMENT PLANS
PAVEMENT MARKING PLANS
EROSION CONTROL PLANS
SIGNING PLANS
SIGNAL PLANS
SIGNAL CABLE ROUTING PLANS
UTILITY CONSTRUCTION PLANS
UTILITIES BY OTHERS PLANS
CROSS-SECTION 1NDEX
CROSS-SECTIONS
CULVERT PLANS
STRUCTURE PLANS
OVERHEAD SIGN PLANS
AET SCREEN WALL PLANS
RETAINING WALL PLANS
�� ��`� � ��\� Ul ,/// �� �� .�\,�� � � ��� � � � � �� � � �\\�� ��
�� ����� � �° ���� �`�����
2012 SPECIFICATIONS
GRADE LINEe
GRADING AND SURFACINGe
CLEARINGa
GENERAL NOTES
EFFECTIVEe 01-17-12
REVISEDe 07/30/12
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONSo GRADE LWES MAY BE
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-INe
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD Illa IN AREAS WITH PERMANENT UTILITY EASEMENTSq CLEARING SHALL EXTEND
TO THE RIGHT-OF-WAY LIMITS,
SUPERELEVATION�
DRIVEWAYSo
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STDe
N0a 225e04 AND/OR 225e05 USING THE RATE OF Sl1PERELEVATION AND RUNOFF SHOWN
ON THE PLANSeSUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN
ON THE TYPICAL SECTIONS,
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STDe 848,02
USING 3' RADII OR RADII AS SHOWN ON THE PLANSo LOCATIONS OF DRIVES
WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER,
SHOULDER CONSTRUCTION�
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STDo NOe 560002,
BERM DITCHESo
GUARDRAILa
END BENTSa
UTILITIESo
BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STDa NOo 240001
AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEERe
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEERo THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIALa
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS9DETAILS9AND CROSS-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGEo
UTILITY OWNERS ON THIS PROJECT AREo
DUKE ENERGY PROGRESS
AT&T
TIME WARNER CABLE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIXIE PIPELINE
PSNC ENERGY
TOWN OF APEX
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERSe
CURB RAMPSe
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONSeCONSTRUCT ALL
CURB RAMPS IN ACCORDANCE WITH STDo NOo 848e05 AND/OR DETAILS IN THE PLANS,
THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 840 OF THE 2012 STANDARD SPECIFICATIONSe
PROVIDE A FRAME AND COVER WITH THE COVER BOLTED INTO THE FRAMEa PROVIDE 25/s" STAINLESS
STEEL BOLTS FOR EACH FRAME WITH COVER THAT MEET THE REQUIREMENTS OF SECo1072-5 OF THE
2012 STANDARD SPECIFICATIONSe
EFF. O1-17-2012
REV. 10-30-2012
2012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project
and by reference hereby are considered a part of these plans:
STD.NO. TITLE
DIVISION 2 - EARTHWORK
200.03 Method of Clearing - Method III
225.01 Guide for Grading Subgrade - Interstate and Freeway
225.02 Guide for Grading Subgrade - Secondary and Local
225.03 Deceleration and Acceleration Lanes
225.04 Method of Obtaining Superelevation - Two Lane Pavement
225.05 Method of Obtaining Superelevation - Divided Highways
225.06 Method of Grading Sight Distance at Intersections
240.01 Guide for Berm Ditch Construction
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
DIVISION 4 - MAJOR STRUCTURES
422.10 Reinforced Bridge Approach Fills
DIVISION 5- SUBGRADE, BASES AND SHOULDERS
560.02 Method of Shoulder Construction - High Side of Superelevated Curve - Method II
DIVISION 6- ASPHALT BASES AND PAVEMENTS
610.02 Guide for Paving Shoulders Under Bridges - Method II
665.01 Asphalt Shoulders - Milled Rumble Strips
DIVISION 7- CONCRETE PAVEMENTS AND SHOULDERS
720.01 Concrete Shoulders - Stamped or Rolled Rumble Strips, Milled Rumble Strips
DIVISION 8 - INCIDENTALS
806.01 Concrete Right-of-Way Marker
816.01 Concrete Pads - for Shoulder Drain Installation
816.02 Aggregate Shoulder Drain
838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew
838.11 Brick Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew
83827 Reinforced Concrete Endwall - for Single 60" Pipe 90 Skew
838.45 Notes for Reinforced Concrete Endwall - Std. Dwg 83821 thru 838.40
838.57 Reinforced Brick Endwall - for Single 60" Pipe 90 Skew
838.75 Notes for Reinforced Brick Endwall - Std. Dwg 838.51 thru 838.70
838.80 Precast Endwalls - 12" thru 72" Pipe 90 Skew
840.00 Concrete Base Pad for Drainage Structures
840.01 Brick Catch Basin - 12" thru 54" Pipe
840.02 Concrete Catch Basin - 12" thru 54" Pipe
840.03 Frame, Grates and Hood - for Use on Standard Catch Basin
840.14 Concrete Drop Inlet - 12" thru 30" Pipe
840.15 Brick Drop Inlet - 12" thru 30" Pipe
840.16 Drop Inlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15
84017 Concrete Grated Drop Inlet Type 'A' - 12" thru 72" Pipe
840.18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.19 Concrete Grated Drop Inlet Type'D' - 12" thru 36" Pipe
84022 Frames and Wide Slot Sag Grates
84024 Frames and Narrow Slot Sag Grates
84025 Anchorage for Frames - Brick or Concrete or Precast
84026 Brick Grated Drop Inlet Type'A' - 12" thru 72" Pipe
84027 Brick Grated Drop Inlet Type'B' - 12" thru 36" Pipe
84028 Brick Grated Drop Inlet Type'D' - 12" thru 36" Pipe
840.29 Frames and Narrow Slot Flat Grates
84031 Concrete Junction Box - 12" thru 66" Pipe
840.32 Brick Junction Box - 12" thru 66" Pipe
840.34 Traffic Bearing Junction Box - for Use with Pipes 42" and Under
84035 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
84036 Traffic Bearing Grated Drop Inlet - for Steel (84037) Double Frame and Grates
840.37 Steel Grate and Frame
840.45 Precast Drainage Structure
840.54 Manhole Frame and Cover
840.66 Drainage Structure Steps
840.71 Concrete and Brick Pipe Plug
840.72 Pipe Collar
846.01 Concrete Curb, Gutter and Curb & Gutter
846.02 Drop Inlet Installation in Expressway Gutter
846.04 Drop Inlet Installation in Shoulder Berm Gutter
� 848.01 Concrete Sidewalk
848.02 Driveway Turnout - Radius Type
�848.05 Curb Ramp - Proposed Curb & Gutter
850.01 Concrete Paved Ditches
� 850.10 Guide for Berm Drainage Outlet - 15" and 18" Pipe
852.01 Concrete Islands
1852.06 Method for Placement of Drop Inlets in Concrete Islands
854.02 Double Faced Concrete Barrier - Types 'T', 'Tl' and'T2'
857.01 Precast Reinforced Concrete Barrier - 41" Single Faced
862.01 Guardrail Placement
862.02 GuardrailInstallation
862.03 Structure Anchor Units
862.04 Anchoring End of Guardrail - B-77 and B-83 Anchor Units
866.01 Chain Link Fence - 4', 5' and 6' High Fence
866.05 Glare Screen - Chain Link Fabric/Guardrail Mounted
876.01 Rip Rap in Channels
� 876.02 Guide for Rip Rap at Pipe Outlets
�� 876.04 Drainage Ditches with Class 'B' Rip Rap

BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line
Reservation Line - -
Property Line
Existing Iron Pin �
Property Corner �
Property Monument 0
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -��8- - - -
Proposed Wetland Boundary ��B
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil �;� �'�
Potential Contamination Area: Soil �?� �
Known Contamination Area: Water '� �'
Potential Contamination Area: Water ? ��;
Contaminated Site: Known or Potential �' ?
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �'
Foundation �
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �___= J
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
BufFer Zone 2 Bz 2
Flow Arrow �--- ---
Disappearing Stream --- ---
Spring �-_�,�_---�
Wetland �
Proposed Lateral, Tail, Head Ditch
� F�a4
False Sump
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1�ote: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS.•
Standard Gauge
RR Signal Milepost
Switch
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
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 Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
O
MILEPOST 35
�
SWITCH
� � � �
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement -
Existing Curb -
0
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TDE
PDE
DUE
PUE
TUE
AUE
0
Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail -
Proposed Guardrail =
Existing Cable Guiderail -
Proposed Cable Guiderail -
Equality Symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge
Woods Line
�����������:
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Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch 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
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
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— —T�— —
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WATE R:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Cable LOS 6(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS :
Gas Va Ive
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
S S Force d Main Line L O S D( S. U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
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— —TV FO—
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A/G Gas
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A/G Sanitary Sewer
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GROUNOG
:_= _�
V�•
SLOPES
l�l
T
39'
l4' � 48' 39'
l2' l2' l2' l2' l4' 25'
AUX. LAl yE
Q
FOPS ? � � � FOPS
J �
= TlE TO EXIST
'� Q V pp� T N DITCH ll y►iERT
p,Q4 EXIST EXIST EXIST E'X�ST
v .a .a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ � _ � _ - , -- - - _ _ _ CJ,�
r�{===-=---==-------- -------�-�-------------_____
al r - - - - - - - - ��.�
GRADE TO THIS LIIyE
/7'
FDPS
A2
OA4
a. a
GROUNtlG 2� �
�___ T GRADE TO THlS LllyE
TYPICAL SECTION NO. lA
��v�/1 -�- ��
L
� �2.5�� � U 2.5„
, MIN.� � MIN.
3"
MIN�
Detail Showing Method of Wedging
WEDGING DETAIL
-Y3-
3
MIN.
GROUIyDG
_ __�
� VAR. �
SLOPES
NOTES:
l. USE 4:l SLOPES lNSIDE /NTERCHAI�IGE
2. SEE PLANS FOR SUPERELEVATION, TURN LANES, AUXILIARY LANE,
iI�IONOLITHIC ISLAND, EXPRESSV�IAY GUTTER, CURB AND GUTTER
�' AND LANE T APER LOCAT IONS
N
� 3. FOR CUT SLOPE HEIGHT > l0', USE 3:l SLOPES
� FOR CUT SLOPE HEI�HT <_ l0', USE 2:l SLOPES
N 4. PAVEMENT EDGE SLOPES ARE lzl UNLESS SHOWN OTHERWISE
�
� -LA- TRIANGLE EXPRESSWAY (TOLL NC-540)
39'
/2'
/2' �FOPS
PROFILE � � E�
POINT
�pFt►ES 0.08 0.04 Q
PROPOSED � v Cl
SHOULDER
oRaN
TYPICAL SECTION NO. 1
-LA- STA 57+07.00 TO STA 129f50.70 fLT)
-LA- ST A 62+00.00 T 0 ST A l25 +42.13 �RT 1
�a� �r
l5' /GR
4'
FDPS
C
�g 0.02
6:� �
ARIES
�
GRADE
� -Y3- SR 1153
V�IES
�r To �8-
4'
� FDf
YY ) l�-�
OA2
/2'
� � � � -� �-
l2%2' l2%2' 6,
6'
T D2 E3 � E3 02 T
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
-Y3- ST A 17+74.00 T 0 ST A 26 +06.54
-Y3- STA 40+98.74 TO STA 5/+48.00
Rl OR R4
-��
uNoE�ur � ;�
- -
NOTE: POTENTIAL UNDERCUT AREAS ARE BASED ON INTERPOLATIONS
BETWEEN GEOTECHNICAL BORINGS. THESE AREAS ARE TO BE
�NV EST /GAT ED DURING CONST RUCT lON AND UNDERCUT SOLEY
BASED UPON ACTUAL F/ELD CONDITIONS ENCOUNTERED.
-Y3RPA - ST A /3+75 +/ - T 0 /5 +25 +/ - (RT I (SEE T YP. SECT . N0. 4J
-Y3LPD- STA 23f75 +/- TO 24+50 +/- fRTI fSEE TYP. SECT. N0.91
DETAIL FOR UNDERCUT EXCAVATION
(CURB AND GUTTER SECTION)
ARIES 48' TO 60'
l2' l2' l2' V�IES
AUX. LANE 0' TO l�
AUX. LA�I,
� � � �
CROWN U
POINT
XIST EXIST 0.02 -
� � � � � � � � � � � � � � � � � � ���
------------------�j
GRADE TO THIS LINE
30'
l7' W/GR
_ ��
` FDPS
A2
0.04
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T
/4'
m
�u ��' -8'
? FDPS
_
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ti
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0.04
v � a a
_ 2' -4'
3'�
30'
?� V�+ _ _ _ .
SLOPES
GROUNDG
2i EXISTING
- _ � GROUND
GRADE TO THIS LIIyE R2 T -
TYPICAL SECTION NO. 1 B
GROUNDG
6./
�� V�• - - •
SLOPES
�
�- - - - �
l' OR 2'
fSEE CROSS UHDERCUT T
SECT IONSI
NOT Er POT ENT lAL UNDERCUT AREAS ARE BASED ON ll�l T ERPOLAT IONS
BETWEEN GEOTECHNICAL BORINGS. THESE AREAS ARE TO BE
�NV EST IGAT ED DURING CONST RUCT lON AND UNDERCUT SOLEY
BASED UPON ACT UAL F/ELD CONDIT IONS ENCOUNT ERED.
-LA - ST A 84+75 +/ - T 0 85 +75 +/ -(RT l(SEE T YP. SECT . N0. l)
-LA- STA 9/+25 +/- TO 9/+75 +/- fRTI fSEE TYP. SECT. N0. lJ
-LA- ST A 98+75 +/ - T D l00 +25 +/ - fRT J f SEE TYP. SECT. N0. lJ
-LA- ST A l08 +75 +/ - T 0/ll +75 +/ -(SEE TYP. SECT. N0. 11
-LA - ST A 117+00 +/ - T 0/2/ +25 +/ - f SEE T YP. SECT . N0. 11
-Y3RPA- STA /3+75 +/- T0 /5+25 +/- lLT1 fSEE TYP. SECT. N0.41
-Y3RP0 - ST A ll +75 +/ - T 0/5 +25 +/ -�SEE T YP. SECT. N0. 71
-Y3RPD - ST A l9 �75 +/ - T 0 20 +25 +/ - f SEE T YP. SECT. N0. 71
-Y3LPD - ST A l5 +75 +/ - T 0/7+25 +/ - f SEE T YP. SECT. N0. 8J
-Y3LPD - ST A/9 +75 +/ - T 0 23+75 +/ - f SEE T YP. SECT . NOS. 8& 91
-Y3LPD- STA 23+75 +/- TO 24+50 +/- (LTl fSEE TYP.SECT.N0.9J
DETAIL FOR UNDERCUT EXCAVATION
(SHOULDER SECTION)
�I/
A2
C�
C2
C3
C4
C5
D/
D2
D3
E/
E2
E3
E4
J/
J2
J3
K
P
R/
R2
R3
R4
S
T
U
VY
RIGHT-OF-WAY/60% PLANS
PROJECT REFERENCE NO
R-2635D
ROADWAY DESIGN
ENGINEER
SHEET NO.
2A-1
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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PAVEMENT SCHEDULE
13.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH DOVyELS
10.5" PORTLAND CEMENT CONCRETE PAVEMENT
PROP. APPROX. l%4" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF l38 LBS.PER SQ.YD.
PROP. APPROX. l%2 " ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF l68 LBS. PER SQ. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 224 LBS.PER SQ.YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF l68 LBS.PER SQ.YD. lN EACH OF TVyO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B, AT
AN AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER l" DEPTH, TO BE PLACED
lN LAYERS NOT TO EXCEED 2" lN DEPTH.
PROP. APPROX. 2%2" ASPHALT CONCRETE INTEf?MEDIATE COURSE TYPE ll9.OB,
AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE ll9.OB,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE ll9.OB. AT
AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH, TO BE PLACED
lN LAYERS NOT LESS THAN 2%2" OR GREATER THAN 4" lN DEPTH.
PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE TYPE B25.OB. AT
AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
PROP. APPROK. 5" ASPHALT CONCRETE BASE COURSE TYPE B25.OB, AT
AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 5%2" ASPHALT CONCRETE BASE COURSE TYPE B25.OB, AT
AN AVERAGE RATE OF 620 LBS. PER SQ. YD.
PROP.VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.OB,AT AN
AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH. TO BE PLACED lN
LAYERS NOT LESS THAN 3" lN DEPTH OR GREATER THAN 5%2" IN DEPTH.
PROPOSED 6"AGGREGATE BASE COURSE
PROPOSED 8"AGGREGATE BASE COURSE
PROPOSED l0" AGGREGATE BASE COURSE
CLASS lV SUBGRADE STABIUZATION
PRIME COAT AT THE RATE OF 0.35 GAL. PER SQ.YD.
2'-6"CONCRETE CURB AND GUTTER
SHOULDER BERM GUTTER
5" MONOLITHIC CONCRETE ISLAND IKEYED-lNl
CONCRETE EXPRESSVyAY GUTTER
4" CONCRET E SIDEW ALK
EARTH MATERIAL
EXIST PAVEMENT
VARIABLE DEPTH ASPHALT PAVEMENT (SEE VyEDGING DETAIL,THIS SHEETJ

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CONCRETE PARAPET
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RA/L �lITH AESTHET/C
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5 SPACES � 9' -T' = 47' -ll" 4' -5"
BRI DGE TYPICAL SECTION
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GRADEF PROPOSED �
SECTION
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SHEET 2D -l1
PROPOSED FlNISHED GR,4nE
AT TOP OF y�IALL
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TOP OF PROPOSEn �
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PROPOSED FlI yISHED GRADE
AT BOT T Otil OF y�IALL
3:l GRASS
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PROPOSED FlNISHED GRAt�E
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FINAL ROADWAY PLANS
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30.50� Rr
PROJECT REFERENCE NO.
R-2635D
RrW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2 B-1
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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TRAFFIC DATA 2012 TRAFFIC DATA 2012 FINAL ROADWAY PLANS PROJECT REFERENCE NO. SHEET NO.
2035 2035 R-2635D 2B-3
< < ROADWAY DESIGN
15000 � Z 15000 � ENGINEER
43000 � � 43000 �
D � Q D � Z
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400 � 9000 � 400 � 9000
2000 � 17100 2000 � 17100 �
19800 � � 32300 t!� 19800 � � 32300 '�'�
51900 72400 � 51900 72400 �
-�.A- N -�,- �
N C-540 � N C-540
300� �4200 0 300� �4200 �J
1800 7200 1800 7200 � DOCUMENT NOT CONSIDERED FINAL
J UNLESS ALL SIGNATURES COMPLETED
l ol 00 l ol 00
32900 32900
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� °� -Y3LPA - � �= 90" 50' 05.5"
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E- � "o �Z 20 fOO N� 8'� , PS
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SEE SHEET N0. 6 FOR PLAI� SEE SHEET N0. 6 FOR PLAI�I
INTERSECTION
DE T Al� S
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❑l PROPOSED 5/GIyAL POLE 2 5 O 5 O
20 PROPOSED SlGIyAL CABII yET
03 5' �ONOLITHIC COIyCRETE ISLAND
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DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill I
Slope
.......... �.., Ft.
FROM STA. 59 + 70 TO STA. 61 + 50 -LA- (LT)
D ETAI L 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
G ou d F4 � �~
er D
d
Geotextile �
Type of Liner= Class I Rip-Rap
Fill
Slope
Min. D = 2.0 Ft.
Max. d = 1.0 Ft.
FROM STA. 62 + 90 TO STA. 63 + 50 -LA- (LT)
FROM STA. 81 + 77 TO STA. 83 + 00 -LA- (RT)
FROM STA. 23 + 00 TO STA. 24 + 50 -Y3RPD- (LT)
FROM STA. 23 + 50 TO STA. 29 + 50 -Y3RPD- (RT)
FROM STA. 11 + 00 TO STA. 11 + 50 -Y3RPD- (LT)
Natural
Ground �
d
Geotextile
DETAIL 3
LATERAL 'V' DITCH
( Not to Scale)
Fill I
Slope
Min. D = 1.5 Ft.
Max. d = 1.0 Ft.
Type of Liner= Class B Rip-Rap b= 5.0 Ft.
FROM STA. 73 + 45 TO STA. 75 + 00 -LA- (RT)
FROM STA. 81 + 50 TO STA. 85 + 38.23 -LA- (LT)
FROM STA. 10 + 00 TO STA. 11 + 00 -Y3RPD- (LT)
DETAIL 4
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural �c� � pr
Ground pffer �D
d �
Type of Liner= Excelsior
.1
Fill
Slope
Min. D = 2.0 Ft.
Max. d = 1.0 Ft.
FROM STA. 72 + 50 TO STA. 73 + 00 -LA- (LT)
FROM STA. 17 + 74 TO STA. 19 + 23 -Y3- (RT)
DETAI L 5
LATERAL BASE DITCH
( Not to Scale)
b
Natural �---
Ground ?'j p �:� 1"/Ft.
d
GEOTEXTILE g Min. D= 2.0 Ft.
Max. d = 1.0 Ft.
B = 2.0 Ft.
b = 5.0 Ft.
Type of Liner= Class 'B' Rip Rap
Fill
Slope
FROM STA. 73 + 50 TO STA. 74 + 75 -LA- (LT)
D ETAI L 6
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch �.0'min• �
Grade � 1.5'
GEOTEXTILE
Type of Liner = Class II Rip-Rap
STA.22+30 -Y3RPD- (LT)
STA. 23 + 50 -Y3RPD- (RT)
E Outside Ditch
Traffic Flow �
�O'•
�- 5 -
S = Ditch Slope
D ETAI L 7
FALSE SUMP
( Not to Scale)
20: �
�a
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GI
etc.
� Proposed Ditch
FROM STA. 72 + 54 TO STA. 72 + 69 -LA- (RT)
F ROM STA. 12 0+ 04 TO STA 12 0+ 19 -LA- ( RT)
FROM STA. 109 + 31 TO STA. 109 + 46 -LA- (LT)
FROM STA. 18 + 54 TO STA. 18 + 69 -Y3LPD- (LT)
FROM STA. 22 + 04 TO STA. 22 + 19 -Y3 LPD- (LT)
FROM STA. 23 + 42 TO STA. 23 + 57 -Y3LPD- (RT)
FROM STA. 12 + 80 TO STA. 12 + 95 -Y3LPA- (RT)
FROM STA. 13 + 56 TO STA. 13 + 71 -Y3LPA- (RT)
FROM STA. 14 + 56 TO STA. 14 + 71 -Y3LPA- (LT)
FROM STA. 15 + 81 TO STA. 15 + 96 -Y3LPA- (LT)
FROM STA. 11 + 81 TO STA 11 + 96 -Y3RPD- (LT)
Outside Ditch
Traffic Flow
�- S -
S = Ditch Slope
DETAIL 8 � "
��
FALSE SUMP �o
( Not to Scale) �
► 2� .� �p.� �J 2,
"� �
GI
etc.
� Proposed Ditch
FROM STA. 73 + 04 TO STA. 73 + 19 -LA- (LT)
FROM STA. 83 + 31 TO STA. 83 + 46 -LA- (RT)
FROM STA. 96 + 49 TO STA. 96 + 64 -LA- (RT)
FROM STA. 108 + 31 TO 108 + 46 -LA- (RT)
FROM STA. 20 + 04 TO STA. 20 + 19 -Y3RPD- (LT)
FROM STA. 18 + 54 TO STA. 18 + 69 -Y3RPD- (LT)
FROM STA. 15 + 56 TO STA. 15 + 71 -Y3RPA- (RT)
FROM STA. 17 + 06 TO STA. 17 + 21 -Y3 RPA- (RT)
FROM STA. 17 + O6 TO STA. 17 + 21 -Y3 RPA- (LT)
FROM STA. 20+27 TO STA. 20+45 -Y3RPA- (RT)
Natural
Ground
DETAIL 9
LATERAL 'V' DITCH
( Not to Scale)
I '
� `--
, � D �,1 1 „�Ft.
Min. D = 2.0 Ft.
b = 5.0 Ft.
Fill
Slope
FROM STA. 75 + 00 TO STA. 79 + 00 -LA- (RT)
DETAIL 10
LATERAL BASE DITCH
( Not to Scale)
b
Natural E-----
Ground ?'I p �,•.� 1"/Ft.
d
GEOTEXTILE B Min. D= 0.5 Ft.
Max. d = 0.5 Ft.
*When B is < 6.0' B= 4.0 Ft.
Type of Liner= Class I Rip-Rap b= 5.0 Ft.
Fill
Slope
FROM STA. 80 + 75 TO STA. 81 + 77 -LA- (RT)
DETAIL 11
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
3•�
G ou d F/4�`fer
d D
Geotextile �
Type of Liner= Class 'B' Rip-Rap
3��
Fill
Slope
Min. D = 1.0 Ft.
Max. d = 1.0 Ft.
FROM STA. 113 + 50 TO STA. 114 + 50 -LA- (LT)
FROM STA. 24 + 50 TO STA. 27 + 50 -Y3RPD- (LT)
F ROM STA. 19 + 2 3 TO STA. 21 + 00 -Y3- ( RT)
FROM STA. 17 + 74 TO STA. 21 + 50 -Y3- (LT)
DETAIL 12
SPECIAL CUT DITCH
( Not to Scale)
4•� ,� o'�
G ou d F�4ti`�,�~ �`�,�'ce�c
D
d
Geotextile
Type of Liner= Class I Rip-Rap
Front
Ditch
Slope
Min. D =1.0 Ft.
Max. d =1.0 Ft.
FROM STA. 19 + 50 TO STA. 20 + 00 -Y3RPD- (RT)
FROM STA. 23 + 00 TO STA. 23 + 38 -Y3LPD- (LT)
D ETAI L 13
SPECIAL ROCK CHECK DAM
( Not to Scale)
WATER QUALITY
ROCK CHECK
EFFECTIVE NATURAL
F p� W SLOPE GROUND LINE
6�� - - - - -
� BASE OF SWALE
10-YR. STORM
GEOTEXTILE 6� ELEVATION (0.7')
CLASS B RIP-RAP
PROFILE
NATURAL CLASS 'B'
GROUND 1'5 RIP-RAP
10-YR.
GEOTEXTILE �� pR STORM EVENT
�TFR (0.7')
TYPICAL SECTION
FROM 64 + 00 TO STA 66 + 00 -LA- (RTj
D ETAI L 14
PIPE INLET/OUTLET CHANNEL
BANK STABILIZATION
( Not to Scale)
Natural Natural
Ground �•� n•1 Ground
Geotextile �
Type of Liner= Class II Ri
STA. 22 +45 -Y3RPD- (LT)
STA. 25 + 92 -Y3LPD- (RT)
D ETAI L 15
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?•�
d �
Geotextile B
Type of Liner= Class I Rip-Rap
Fill
Slope
Min. D = 1.0 Ft.
Max. d = 1.0 Ft.
B = 2.0 Ft.
FROM STA. 22 + 30 TO STA. 23 + 00 -Y3RPD- (LT)
Natural
Ground
DETAIL 16
BERM 'V' DITCH
( Not to Scale)
� �
? � D �''` RDWY
�
.j
Min. D = 1.0 Ft.
b = 2.0 Ft.
=ROM STA. 14 + 00 TO STA. 15 + 00 -Y3 RPA- (RT)
D ETAI L 17
OUTLET PROTECTION W/
COUNTER-SUNK RIP RAP PAD
� Not to Sca�e)
atural atural
Ground 2;� 2� Ground
Geotextile�
Type of Liner= Class II Rip-Rap
STA. 18 + 10 -Y3 LPD- (RT)
DETAIL 18
BERM 'V' DITCH
( Not to Scale)
Natural
��
Ground 2•� �,•.�
p d RDWY
Geotextile
l
Min. D = 1.0 Ft.
b = 2.0 Ft.
Type of Liner= Class 'B' Rip Rap
FROM STA. 15 + 00 TO STA. 17 + 25 -Y3 RPA- (RT)
FROM STA. 17 + 25 TO STA. 19 + 00 -Y3 RPA- (RT)
D ETAI L 19
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to Scale) ��t�S, '
RETAINING BOND JP'i
WALL BREAKER i
p g � ,��
`� �'I GRO ND
FROM STA. 11 + 82 TO STA. 13 + 56 -Y3RPA- (RT)
DETAIL 20
CONCRETE DITCH BLOCK
( Not to Scale)
�
\�2.0'� �
2�
Class 'B' Rip Rap
�-5 -
S = Ditch Slo
Geotextile
� Proposed Concrete Ditch
STA. 11 + 82 -Y3RPA- (RT)
STA. 13 + 56 -Y3RPA- (RT)
D ETAI L 21
SPECIAL LATERAL 'V' DITCH
W/EXCAVATION
Existing ( Not to Scale)
Ground- _ � _ _ _ _ _ _ -
_ - ,� p�
Varies in �? • j `L�' ��e'� Fill
Slope and Length � �C�d' Slope
See XSC
� D = 2 .0 Ft.
FROM STA. 28 + 70 TO STA. 31 + 00 -Y3- (RT)

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STAN DARD BAS E D ITC H
( Not to Scale)
Natural Natural
Ground ?•� � �•1 Ground
d -
Geotextile g
*When B is < 6.0'
Type of Liner= Class 'B' Rip—Ra
Ground
Min. D = 1.0 Ft.
Max. d = 1.0 TFt.
B = 3.0 Ft.
STA. 24 + 35 -Y3 RPA- (RT)
DETAIL 23
SPECIAL LATERAL BASE DITCH
( Not to Scale)
o< �-
D F�o'�'�e�
B Min. D= 1 Ft.
B = 2 Ft.
Fill
Slope
FROM STA. 10 + 00 TO STA. 10 + 50 -Y3 LPA- (LT)
Natural ?��
Ground
d
DETAIL 26
SPECIAL CUT DITCH
( Not to Scale)
o'�
A�'1 .ke<
Type of Liner= Excelsior
�❑
Front
Ditch
Slope
Min. D = Ft.
Max d = Ft.
FROM STA. 27 + 50 TO STA. 29 + 50 -Y3RPD- (LT)
DETAIL 27
SPECIAL CUT GRASS SWALE w/HINGE
( Not to Scale)
Natural
Ground �
����� 1 0� Front
`° �'�' et Ditch
�'� D t��d''�� Slope
6.0' I-� Min. D= 2.0 Ft.
FROM STA. 105 + 60 TO STA. 107 + 85 -LA- (RT)
DETAIL 24
INLET CHANNEL - LOOKING DOWNSTREAM
� Not to Sca�e�
DETAIL 30
TOE PROTECTION
( Not to Scale)
Natural �
Ground d
d = 1.0 Ft.
Type of Liner= Excelsior
.1 0� c,`o'Pe
. F ��
Excelsior
FROM STA. 61 + 50 TO STA. 62 + 90 -LA- (LT)
D ETAI L 31
LATERAL 'V' DITCH
( Not to Scale)
Natural
Ground �
d
Geotexti le
Type of Liner= Class I Rip-Rap
1 "/Ft.
Fill
Slope
Min. D = 1.5 Ft.
Max. d = 1.0 Ft.
b = 5.0 Ft.
FROM STA. 63 + 50 TO STA. 63 + 75 -LA- (RT)
Natural
4'I
DETAIL 32
CUT DITCH
( Not to Scale)
A�'�
- -- - D
d
Type of Liner= Excelsior
/8� _,
Min. D=1 Ft.
Max. d =1 Ft.
Road
Shoulder
Point
FROM STA. 15 + 50 TO STA. 18 + 50 -Y3RPD- (LT)
FROM STA. 13 + 50 TO STA. 19 + 50 -Y3RPD- (RT)
FROM STA. 21 + 00 TO STA. 24 + 50 -Y3- (RT)
FROM STA. 41 + 50 TO STA. 51 + 00 -Y3- (RT)
F ROM STA. 10 + 00 TO STA. 11 + 00 -Y3 RPA- ( RT)
FROM STA. 13 + 00 TO STA. 14 + 50 -Y3LPA- (RT)
F ROM STA. 21 + 00 TO STA. 2 3+ 00 -Y3 RPA- (LT)
Exisr
GROUND 2@ ll' X 9' RCBC CLASS ll RlP RAP
(BURIED l') TO TOP OF CHANNEL
_ �I��?� ` _ _ _ _ � I,I.�.�Til,
l05' � � 2,0' SILL ,%' �. � � �
�EorExri�E ° J �
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Min. D= 3.5 Ft. 2 B
B = VARIES
EXI STI N G TO 31' � l,0' HIGH FLOODPLAIN BENCH
l,5 �y/rH CLASS ll RlP RAP
Type of Liner = Class 'll' Rip—Rap
STA. 73 + 43 —LA— (RT)
DETAIL 25
OUTLET CHANNEL - LOOKING DOWNSTREAM
c Not to Scale)
Exisr
GROUND 2@ ll' X 9' RCBC CLASS ll RlP RAP
(BURIED l') T0 TOP OF CHANNEL
� ��- � ?r �- / _ _ _ _ %j.�' � i �/(P,
/.5' '�� � J�
GEOTEXTILE �� 2
Min. D= 3.5 Ft. 2 B
B = VARI ES
EXISTING TO 31' � l,0' HIGH FLOODPLAIN BENCH
l�5 VyIT H CLASS ll RlP RAP
Type of Liner = Class 'll' Rip-Rap
STA. 74 + 67 -LA- (LT)
DETAIL 33
CUT DITCH
( Not to Scale)
o'�
Natural 2, A�'1 ��
Ground � or � D F�d'�
d �
/8� —
Geotextile
Type of Liner= Class B Rip-Rap
Min. D=1 Ft.
Max. d =1 Ft.
Road
Shoulder
Point
FROM STA. 20 + 50 TO STA. 21 + 00 -Y3LPD- (RT)
DETAIL 34
SPECIAL CUT DITCH w/HINGE
( Not to Scale)
Natural
Ground
jot Road
p�•1 e� Shoulder
�'I D ��O'�� Point
6.0' �— Min. D =1 Ft.
e of Liner= EXCELSI R
FROM STA. 13 + 61.62 TO STA. 15 + 50 -Y3 RPD- (LT)
FROM STA. 11 + 00 TO STA. 11 + 82 -Y3RPA- (RT)
FROM STA. 25 + 00 TO STA. 26 + 50 -Y3- (RT)
Ground
D ETAI L 3 5
SPECIAL CUT DITCH
( Not to Scale)
� O�
�'I F��'�'cet
D
� Min. D=1 Ft.
Front
Ditch
Slope
FROM STA. 25 + 10.87 TO STA. 26 + 00 -Y3- (LT)
FROM STA. 100 + 50 TO STA. 102 + 50 -LA- (RT)
Natural
Ground
DETAIL 36
LATERAL BASE GRASS SWALE
( Not to Scale)
b
E-----
�,� D 3.� � „�t.
� R � Min. D= 0.5 Ft.
F< '-' g = 4.0 Ft.
b = 5.0 Ft.
Fill
Slope
FROM STA. 80 + 35 TO STA. 80 + 75 -LA- (RT)
D ETAI L 2 8
INLET CHANNEL - LOOKING DOWNSTREAM
� Not to Scale)
EXIST l0' X 9' RCBC CLASS ll RlP RAP
GROUND (BURIED l'1 T0 TOP OF CHANNEL
_ ��' � y I �� T' -
�?� � _ i� � � �i �i�
/,5' � %, �.
GEOT EXT lLE � �
2 B 2
Min. D = 5.5 Ft.
B = VARIES
EXISTING TO 10'
Type of Liner = Class 'll' Rip—Rap
STA. 63 + 15 -LA- (RT)
DETAIL 29
OUTLET CHANNEL - LOOKING DOWNSTREAM
� Not to Sca�e�
EXIST /0' X 9' RCBC CLASS ll RlP RAP
GROUND (BURIED l') TO TOP OF CHANNEL
`��1��?� � — y�I���i��T�
le5' � i�' .
GEOT EXT lLE � � � �
2 B 2
Min. D = 5.5 Ft.
B = VARI ES
EXISTING TO 10'
Type of Liner = Class 'll' Rip-Rap
STA. 64 + 45 -LA- (LT)
DETAIL 37
STANDARD BASE GRASS SWALE
( Not to Scale)
Natural Natural
Ground �p �� � � �.� ��� Groun
- ,,��FR p o� ��,,
� Min. D = 1.0 Ft.
*NOTES: B = 3.0 Ft.
1) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0%.
2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY
ENGINEER.
STA. 24 + 39 -Y3LPD- (RT)
DETAIL 38
SPECIAL LATERAL 'V' GRASS SWALE
( Not to Scale)
Fill
Slope
,..,,..... �.., Ft.
FROM STA. 64 + 00 TO STA. 66 + 50 -LA- (RT)

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B2 #4 4' -6�� 4 12
G1 #7 8' - 8" 2 35
H1 #4 6'-0" 10 40
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"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
G= GATING IMPACT ATfENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
��'��_����� ���� � _ ������ ��� � ��������� ��.
�� ��� ��� �� ���� ���
GUARDRAIL S UMMARY
LENGTH WARRANT POINT ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE
SURVEY DIST. TOTAL ATTENUATOR REMOVE
BEG. STA. END STA. LOCATION SHOULDER TERMINAL AND RESET EXISTING
LINE TYPE 350 REMARKS
SHOP DOUBLE APPROACH TRAILING FROM SECTIONS EXISTING
WIDTH APPROACH TRAILING APPROACH TRAILING XI GRAU TEMP GUARDRAIL
STRAIGHT E.O.L. B-77 GRAU TYPE III CAT-1 V� BIC AT-1 GUARDRAIL
CURVED FACED END END END END END END MOD 350 350 MOD EA G NG
-LA- 57 + 07.00 59 + 19.50 LT 212.50 56 + 95.41 14' 17' S0 1 1 162.50 53
-LA- 62 + 21.00 67 + 39.75 RT 518.75 14' 17' 1 412.50 108 100' DOUBLED POSTS
-LA- 62 + 88.75 65 + 20.00 LT 231.25 14' 17' 1 225.00 10
-LA- 66 + 35.75 68 + 67.00 LT 231.25 14' 17' S0 1 1 1 75.00 140 100' DOUBLED POSTS
-LA- 71 + 30.00 82 + 48.75 RT 1118.75 14' 17' S0 1 1 1 1062.50 56
-LA- 73 + 10.00 86 + 28.75 LT 1318.75 14' 17' 50 1 1 1 1262.50 159
-LA- 83 + 91.25 86 + 10.00 MED (LT) 218.75 84 + 15.00 14' 17' S0 1 1 1
-LA- 86 + 38.00 88 + 56.75 MED (RT) 218.75 88 + 41.00 14' 17' 50 1 1 1
-LA- 86 + 47.35 89 + 16.10 RT 268.75 88 + 41.00 14' 17' S0 1 1 1 175.00 65
-LA- 100 + 99.58 103 + 30.83 RT 231.25 102 + 92.00 12' 15' 50 1 1 1 125.00 72
-LA- 102 +09.75 102 +87.00 MED (LT) 77.25 102 +92.00 VARIES VARIES 1 1 1
-LA- 102 + 30.75 102 + 87.00 MED (RT) 56.25 102 + 92.00 VARIES VARIES 1
-LA- 104 + 42.28 109 + 61.03 LT 518.75 105 + 90.00 14' 17' 50 1 1 1
-LA- 104+45.00 105+22.25 MED (LT) 77.25 104+45.00 VARIES VARIES 1 1 1
-LA- 104+45.00 105+01.25 MED (RT) 56.25 104+45.00 VARIES VARIES 1
-LA- 105 + 73.75 108 + 05.00 MED (LT) 231.25 105 + 90.00 14' 17' S0 1 1 1
-LA- 121 + 42.13 125 + 42.13 RT 400.00 14' 17' 50 1 1 187.50 58
-LA- 122 + 38.07 128 + 94.32 LT 656.25 122 + 70.00 14' 17' 1 650.00 13
-Y3- 26 + 55.70 26 + 76.70 LT 21.00 26 + 76.70 11'-9" N/A 1 1
-Y3- 28 + 87.93 32 + 81.68 LT 393.75 32 + 81.68 VARIES VARIES 50 1 1 1 325.00 121
-Y3- 30 + 47.63 32 + 66.38 RT 218.75 32 + 66.38 7' 17' 50 1 1 1 150.00 173
-Y3- 36 + 22.78 38 +41.53 LT 218.75 36 + 22.78 VARIES VARIES 50 1 1 1 150.00 416 REMOVAL LT & RT
-Y3- 40 + 58.15 40 + 79.15 LT 21.00 40 + 58.15 11'-9" N/A 1 1
-Y3RPA- 19+81.30 20+02.30 LT 21.00 20+02.30 VARIES N/A 1 1
-Y3 LPA- 18 + 77.76 20 + 46.51 LT 168.75 19 + 53.00 12' 15' 1 1 112.50' DOU BLED POSTS
-Y3LPA- 20+03.00 20+24.00 RT 21.00 20+03.00 VARIES VARIES 1 1
-Y3RPD- 25+29.05 25+50.05 RT 21.00 25+29.05 VARIES N/A 1 1
-Y3 LPD- 17 + 06.00 19 + 24.75 LT 218.75 18 + 56.00 12' 15' 50 1 1 1 162.50' DOU BLED POSTS
-Y3LPD- 17 + 06.00 19 + 24.75 RT 218.75 18 + 56.00 12' 15' 50 1 1 1 162.50' DOU BLED POSTS
-Y3LPD- 25 + 39.79 25 + 60.79 RT 21.00 25 + 60.79 4'-9" N/A 1 1
SUBTOTAL 8205.50 7 17 3 11 8 8 4962.50 1444
LESS ANCHOR DEDUCTIONS
GRAU 350 17 @ 50' = 850.00
B-77 7 @ 18.75' = 131.25
TYPE III 3@ 18.75' = 56.25
CAT-1 12 @ 6.25' = 75:00
I. A. 350 8@ 21' = 168.00
LESS RESET GUARDRAIL = 4962.50
TOTAL 1962.50
SAY 19 75
ADDITIONAL GUARDRAIL POSTS = 10 EA

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PAR CEL lNDEX SHEET
PARCEL No. SHEET No. PROPERTY OWNER NAME DEED BOOK
1 9, 10 LOW RIDGE LLC DB 11180 - PG 1760
DB 1985 - PG 1818
2 9 WAKE COUNTY DB 4803 - PG 67
BM 1998 - PG 782
3 6, 10 WILLIAM J. SOWTER & SHERYL R. SOWTER DB 3874 - PG 644, DB 7903 - PG 812,
DB 15479 - PG 2669, DB 1986 - PG 1865
4Z 10 HH TRINITY APEX INVESTMENTS LLC DB 12826 - PG 2494
DB 15539 - PG 1855
5Z 10 HH TRINITY APEX INVESTMENTS LLC DB 12826 - PG 2489, DB 15539 - PG 1845,
DB 15539 - PG 1855
6AZ 6, 7 HH TRINITY APEX INVESTMENTS LLC DB 15535 - PG 1727
DB 15539 - PG 1855
6BZ 6, 7, 11, 12 HH TRINITY APEX INVESTMENTS LLC DB 15535 - PG 1727
DB 15539 - PG 1855
6CZ 6 HH TRINITY APEX INVESTMENTS LLC DB 15535 - PG 1727
DB 15539 - PG 1855
6DZ 6, 11, 12 HH TRINITY APEX INVESTMENTS LLC DB 15535 - PG 1727
DB 15539 - PG 1855
7 � 2 VERIDEA HOLDINGS LLC DB 14823 - PG 399, BM 1978 - PG 731,
BM 1995 - PG 1346
8 � 2 BRENDA P. WHITEHOUSE DB 10680 - PG 9144, BM 1978 - PG 732,
BM 1998 - PG 1052
9 12 ROGER W. BUSHEE & GLENDA K. BUSHEE DB 4691 - PG 197
BM 1989 - PG 252
10 7, 8 HH TRINITY APEX INVESTMENTS LLC DB 12830 - PG 1996
DB 15539 - PG 1837
11 7, 8 HH TRINITY APEX INVESTMENTS LLC DB 12830 - PG 1996
DB 15539 - PG 1837
PARCEL No. SHEET No. PROPERTY OWNER NAME DEED BOOK

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ROW C/A AREA AREA PERMANENT TEMPORARY PERMANENT
PARCEL PROPERTY OWNER NAME TOTAL ACREAGE AREA AREA REMAINING REMAINING CONSTR. DRAINAGE DRAINAGE UTIILITY
NO. TAKEN TAKEN RIGHT LEFT EASEMENT EASEMENT EASEMENT EASEMENT
l LOW RIDGE LLC 25a5/ AC 1e85 AC 23e66 AC 668 SF
2 WAKE COUNTY 2/e82 AC 20// AC /907/ AC Oe4/ AC
3 W lLLIAM J SOW T ER & SHERYL Re SOVV T ER 29a6/ AC Oel9 AC /e22 AC 28e20 AC
4Z HH TRINITY APEX INVESTMENTS9 LLC 22076 AC 529 SF 2433 SF 22e69 AC Ool4 AC
5Z HH T RlNITY APEX lNV EST MENT S, LLC 22043 AC 4296 SF
6AZ HH T RlNITY APEX lNV EST MENT S, LLC 17039 AC Oo/7 AC 2/47 SF
6BZ HH TRINITY APEX INVESTMENTS, LLC 32025 AC Oo79 AC 2077 AC 2580 SF
6CZ HH T RlNITY APEX lNV EST MENT S9 LLC 7032 AC 2252 SF
6DZ HH TRINITY APEX INVESTMENTS9 LLC 27e26 AC 4338 SF 3a87 AC Oe59 AC
7 VERIDEA HOLDINGS LLC 13000 AC Oo43 AC 12057 AC Ool3 AC
8 BRENDA Pe W HlT EHOUSE 27059 AC Oo26 AC 27a33 AC ll6/ SF 838 SF
9 ROGER Vyo BUSHEE & GLENDA Ka BUSHEE 3000 AC Oo23 AC 2a77 AC 237 SF
l0 HH T RlNITY APEX lNV EST MENT S9 LLC 57e27 AC 4/9 SF
ll HH T RlNITY APEX lNV EST MENT S9 LLC 4/e27 AC 803 SF
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THE LOCALIZED COORDINATE SYSTEI� DEyELOPED FOR THIS PROJECT
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NCDOT FOR I�ONUI�ENT "R2635p-43"
�ITH NAp 83/NA 2011 STATE PLANE GRID COORpINATES OF
NORTHING: 705617.3920(ftl EASTING: 2041588.2019(ftl
ELE�ATION: 320.64(ftl
THE AyERAGE COI�BINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRIDI IS: 0.9998902757
THE N.C. LAI�BERT GRID BEARING AND
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S 87° 14' 23.49" E 4049.68'
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C&D LANDFILL. LLC
DB 9099 PG �045
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B 2002 PG ��59
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SPECIAL LATERAL BASE DITCH oouecE-FacEa coNCRErE -Y3RPD- PT Sta. 24+92J7 E O -Y3RPD- POT Sta. 30+29.89 = FiNn� rsonownv PLAN$ PROJECT REFERENCE NO. SHEET NO.
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SEE DETAIL 155HEEf ?D-1 � }'LI�
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EST 15 GFD �- ` C � EST 2 TONS � -Q� PC Sta. /0+93.96 DB 7903 PG 812 �
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EST � roNs Exi r � sEE oFrna zvsnEEr zo-z 2._6. \ F � DOCUMENT NOT CONSIDERED FINAL
6s = 4 28' 34.4' 0= 35' 27' 252' (LT) 6s = 5 58' 05.9" 6s = l2' S4' l6A' �= 44' S5' 03.3" (RT) E5T 15 SV GFD ;� H W + S N 75 42' 38.0' W 4� Ps � c
LS = 1J�0.00' D= 558'05.9' LS = 200.00' LS = 200A0' D=/2'S4'/6.0" , � 4,.: � �� $ � UNLESSALLSIGNATURESCOMPLETED
LT = lOOA3' L= 594.09' LT = 133.4/' LT =/33.69' L= 348A8' 4 'a�e �o�q s L� o g � o $ � r-s�cac Z m -Dl- PT StO. 12t4/.89
ST = 50A3' T= 306.90' ST = 66.74' ST = 66.99' T= 18354' ie�re s � 8 a � � � p2 �
SE = OA� $E _ �.�� �� m o6o F ' bGR�FQ?�� \ I o6� oi oea �$ � � g 8 ^o � n�, ATTENUATOR CONC ISLAND � ? N S 42' 38.0' W ,G I � B L�J T H E
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6s = 4' 28' 34.4' �= 38' 26' S95' (RTJ 6s = 5 58' 05.9' 6s = l2' S4' 16.0' �= 25 /6' 07.8"' (LT) INVESTMENTS LLC ,;- q �� e\ +�N� -Y3�0- 4 PS "'�"'" '' � N Ki m I e> H o r n
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LT = 100.03' L= 64423' LT = 133.4/' LT =/33.69' L= 20356' oe iss3e Pc iass � a= �CA -Y3- POT Sta.27+77.43 0 �e °6Z' I O �
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SE = OA8 SE = EXIST /� / � / \ R�p, � Pp CLA55 II RIP RAP � � I �' � � � w ' ' 6AZ
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PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
R-2635D 13
-
- _ _ - - - _ _ _ _ _ - - - - - -- - - - - - - RO GN
' I I_! I I I I I I I I, I , I I I
_ _ _ - - - -
_ _ _ _ � _ ENGINEER ENGINEER
J Bl� �2 _; . . _ _ _. . -- I - - - --- -- - -- -- - - - - -_ I
- - - _ _ - - - - _ _ _ _ _ _
_ _ - -_ - - - - -- - - --- - - �I
,. a i, _ _ _ _ - - - _ - -- -
-- _ _
� I I' BENCH T lE SET lN l3 PINE - -- -- j
_ - - --- -- __ _ - -
� D/ST CE _ 152.39' �
— — — — — — — — — — — — EE HEET 4 F R —L— PL
_ _ __ _ _ _ _ - - - --- - - - - - - - �
� _
_
_ _
- _ _ - - - '�
360 ; � , ; TO -L- STA 48+00.00 �I_ �I -- - - - -- _ _ --- - . _ -
-
-- ,- - --- -- _
--_ __ -
_ _ _ _ - I
_ ELEV = 375.23' _ _ _ _ _ ___ _ _ _ _ - --- - -- --- ;
i i i i _ _ _ - - - - - - - - - - - - - ;
, ._ . . __ _ ; _ _ _ _ _ _ _ _ . _ -- - --- -- - - --- -. _ - -- -- - _ _ --- --- - -- !
- � ;-- PIPE HYDRAULIC DATA - - - - - - - - - - - - - - -
_ - _ '
350 — _-- — — _— —_ _ _ — — _ _— -- —
� - � � , C _ _ 29/ LF - EXIST 24" RCP - i
_ _ _ _ _ _ _ - ---
� . � a _ , � _ DESIGN DISCHARGE = 46 CFS - - -- - - - -- - - -- -- - - - - -- - - - -_i
i i ; I J I ' � � _ _ ' S0 _ _ - - - - - - - - �
- - - - - - - - - -
� - I DESIGN FREQUENCY = YRS - - - - - - -- - - - - -- - - -- - - - -- - - - - -�
_ 1 i � ; ; : f ; ; ; : _ r-�- _ _ _ _ _ _ - -- - - - - - -- --- - - -- -- - - -- ---
- -- - - .
.
.
� � � � � �. DESIGN H ELEVATlO = . FT __ _ _ _ ��
� - � - - - - - -- - -
� �- � BASE DISCHARGE = 48 CFS - - - - - - -- - - - -i
_ _ _
-
_ _ -
3 4 O _ - BASE FREQUENCY = � YRS _ _ _ _ _ _ - _ _ - _ -i
�� �� �� � � �� � , �� - BLJTHE
_ ; BASE HVy ELEVATION = 3/6,87 FT . _- - _ �'
� � � , : � , � � �� ` � � � : : i l _ _ _ _ _ - - _ _ _ - = --- - _ _ _ - _ -- PIPE HYDRAULIC DAT A - - - - - -- - - - - !
� OVERTOPPING DISCHARGE = NA CFS -
' ' ' ` ' ; � ; i-- _ - - - - 29/ LF - EXIST l0'x 9' RCBC W/ EXTENSIONS �
' OVERTOPPING FREQUENCY - NA YRS _ _ _ - -- - - -- _ - -- i
,-, , �_� , : - ,� _ � � �; _ _ � OVERTOPPING ELEV AT lON = NA FT - -- - - - - -
_ _._ DESIGN DISCHARGE 420 CFS i
_ - -- -- ---
_ ii i�� ,�
_ _
DESIGN FREQUENCY = 50 YRS - - I
_ _ . _ _ _ - - - - - - - - -
- --- -- . _. _--
330 _
— _ _ _ _ . - --- -- - TioN = o o ■
.
� __ _ DESIGN HW ELEVA 2 FT
- _=_ -=-.�._ --
ii ii � � - � � � _ I�II]I�I�� - _ � I - - - - - - - - I!�i
_ BASE DISCHARGE 440 CFS \�
� ► �- _ - --= BASE FREQUENCY l00 YRS _ _ I m e I o r n
I I i I i I _ EXISTI1�1G GROUI�ID BASE HW ELEVATION = 295.38 FT '�
. ,
_ ____ � � � �
, '� - �r , � � _ _ _ _ _ _ - - - - -- - - --- -- OVERTOPPING DISCHARGE = N/A CFS -- - - - - -- i
-
� �
--
_, _
3 2 0 , - _, � �_ , � ��� �—L� — —, � � _ _ _ —
—
_ - - OVERTOPPIN� FREQUENCY= N/A YRS - __-__ __ _ __ i
_ --- _--
�� �� � _ � —
� � � OVERTOPPING ELEVATION = � FT �
� �
i i i i i i i i i i: i i � i: i:: i � ��� _, i i i i i i i i i i i i i i �
i i i i i i i i i i i i �� i
---- -----
- — • - - ----
-----------•---�--------- � � � i
� � � �� � � � � � � ��� � �: �::� ,_ { (+)1.33/. �� ___ �
� i i i i i i i i i i i i i i i i i i i i i i �
310 �� � � �� � � � � � � � ���� � � � � � � —_ ' 310
' ' ' ' ' ' ' ' ' ' ' BEGIN SPECIAL EXIST 24N RCP °��=P°- � � - _ , �
i�i i i'i 'i �i i i i i �: i i i i i: i:: � , D/TCH GRADE LT STA 60+13.00 E�D SPECIAL � -�� i i i i i i i i i i i i i i i i �i
i i i i i i i i i i i i i ii -L - f ELEV = 3/l.5' �-
, I �� � � � � ; ELE►/ = 3/350' D/ CH GRADE LT -�-_�_ _, � � � � I'
ii i i ii i i i i i i iiii i i: ii.. i..i , -L /f �- �� �
i i i i ii ii ii i i i i i i i i , i i i i ii ELEV = 3/5.9�' t ��___ �
300 — A— STA 63+5 r -- — I� 300
_
� ELE =292A0' - ----_.__-_ � �
a V _ _
'�
, , � , , , � BEGI SPECIAL _ _ _ _ _ - - � ,
H __
-- -
i ! � -------------- - _ ,
lT H R T : �-� ----
D C G ADE L �� ---------- .
� � � � � � � � � � � � � � � � � � � -L - + %•. �� _____________ (+)1.39/. i i i I�
i i i i i i i i i i i .� I I E D SPEC/AL
,
ELEV = 30322' o� I I --- ---- D/ CH GRADE RT --- ---- - ��
i i i i i i � i i i i �: i i i � i i: i:: � ' �� � �- i i i ELEV = 299.47' i i i i i i i �i
Z�I O i i i i i, i i i i i i i i i i i i i i i � �I- �� J�. I� �I D/TCH GRADE RT � Z 9 O
i i � i � � � � li i � i i:: i i i i i i: i i: i � e�� �� -� _ �, i i i i i i i i i i i i i �
i iiii ii i i ii i i ii iiii i ii ii i i ELEV - 296A1 i
E�D SPECl,4L
� � � � � � � � � D/ CH GRADE LT J EXIST l0' X 9' RCBC I'
i i i i i i i i i i i i i i i i: i:: i _ _ �
L
t
� � � � � � � � � � � � � � � � � � � �
+
STA 63 80 6
' '--' - -- _
-- - -- - -- -_ - - _-_ _
- ___. ___ . __
�
_ _ . _ _____ - ___. _ ELEV = 29O.G0'
_____ ____. __
___ __ _.
ELEV = 286.3/' __ _ _ _ ___. __ __
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00
� � � � I I I � � I � � � � � � �: �.: I I I I I I I I I I I I I I I I I I I I I I I i
II I I II II II I I I I I IIII . I I II I II - -' I
340 � � � � � � � � � � � � � � —L— '� 340
i i, i i i i �'i i 'i � �'i i i i i 'I 'I ,
' ' " ' ' ' ' ' "' ' ' ' ' SEE SHEET 5 FOR -L- PLAN I'
330 ', ', ,I ' � � ' � � � � � � �, ,; � � � � � � � � � � � � � � � � � � � � � � I�� 330
� � � � I. I I � I � � � � � � �: �:: I 1 I I I I I I I I I I I I I I I I I I I I I I li
II I I Ili I I. 1 I I I I IIII . I I I I I - I
PIPE HYDRAULIC DAT A �
i i i,, i , i i i i �: i i i i i: i::, 284 LF - EXIST 2@ ll' X 9' RCBC W/ EXTENSIONS i i i i i i i i i i i i i i i i i i i i i i i i �
32O � i i i i ii ii i i i i i i i i i i i i i i ii W/ 48" RCP OVERFLOW STRUCTURE ii
� , 320
� �!�� �� �� , , � � �� �� DESIGN DISCHARGE _ 1,900 CFS i i i i i i i i i i i i i i i i i i ��
i i i i i i ii ii i i i i i i i i i i i i i ii DESI�N FREQUENCY = 50 YRS EXISTI1�1G GROUND �i
i i i i i � � i i i i i i i i i i i i i � DESIGN HlN ELEVATION = 290.70 FT i
BASE DISCHARGE = 2q000 CFS ,
BASE FREQUENCY = l00 YRS -
i I II I I I i I i IIII 'll 'll' II: I I I I I I
� BASE HW ELEVATION = 29/.20 FT ___ ____ _ __ ___ _I________ ____ __ I___ _. ___. _ ' _ � , �
I I I OVERTOPPING DISCHARGE = 3600 CFS -- �
i i i i � � � i i i i �: i i i i i: i:: � i i i i i i i i i i i i �_ � � � _ ���
ii i i i! i i i i i i i iiii i i ii i i OVERTOPPING FREQUENCY= �500 YRS �►�
� � � � � I � , � � _ � _ �y OVERTOPPING ELEVATION = 299.43 FT - � � '
- � � � - � � � - �f
_ -
300
' � -—'—— 300
_ . . I � � � � ' i
� �
- _ - - - � - '� �' '��
-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ � �' _ , ' _
- , . ',.,"
� � �'� 4,� : • E�D SPECIAL ,-_ __ _ _ _.__ __ __ __ _ __ __ _._�_ _� - E�D SPECIAL - A- TA 8/ f RT , . -' j'l.
- - - - - 2i _
. - 9
, , � ,, ,, , ,' i , ,, �, BEGIN SPEC/AL DITCH GRADE LT D/TCH GRADE RT 9
2 9O � � � � � � i � i i � � � D I T C H G R A D E L T _ � _ f _ � _ � ELEV = 287. 0' ,,, -'�k� �+) ��I% Z 9O
-� .,
� -� - + ELEV = 293A0' r_ r_ � _ f I _�____�_ -,_ ___,_ __ ___ _,-- _ _- -,- --- ----,__- -,- -_� ELEV = 285.00' .-. • , .
� ' � � E L E V = 2 9 5. 3 6' � I I� I I� --
---_ _--, _-, ---, -- -- , -
� , BEGIN SPECIAL __ I II I f+10.36"/.__�--- - --------------------------------------------- f+10.30'/.
D/TCH GR,4DE LT -�- - � ------------------- ---- ----- - BEGIN SPECl,4L
i i i i �i �i i i �i _� _ f - - - - - - - - - - � - � � = j� f j 2� .- - - - - - - - - - - EXIST 48° RCP �i BEGII�I SPEC/AL D/TCH GRADE LT ' I
D/TCH GRADE RT 2 8 O
2 8 � : , , : , , - ELE►/ = 285.3/' I I I 5/. ' ST A 76 +34.53 � _� _ f -L - l f , �,
� I �i i i�,, � � �� L I L I p/T�H GRCADE LT ELEV = 286.09' � _ _� ELE� - 287.73 � ��
L L I ELEV - 287,20' - �
i i i i i i i i � i i i i -! i : i i i i - _ D/TCH GRADE RT STA 73f99.87 X 9' RCBC EI�V = 282A0' __,�_,_____,___ ____,__,� �� -- �_ __i__,_ _�__,_,� __,_,� ,_:__ ��
- -� - f ELEV = 278.52'
i i - ELEV = 283A0'
- �
� _ _ _ �
� �ii
LEGEND
� �� ��
DITCH GRADE LT Q � I'�
D/TCH GRADE RT 0 � � � � � - - - '�
68 + 00 69 + 00 70 + 00 71 + 00 72 + 00 73 + 00 74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00

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PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
R-2635D 14
-
_ , . . . _ _ _ – – – _ _ _ _ _ _ _ – - – – – ROADWAY DESIGN HYDRAULICS
' � � � � � � � � � � � � � – _ _ _ – – – – – � ENGINEER ENGINEER
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i � !! i -- - - -- -- - - - -- - - _
_ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ ! UNLESS ALL SIGNATURES COMPLETED
_ 1 l � ; ; : -f ; : : ; _ r,�f- - - _ - _ - --- - - __ _ - -: - - _ - - - - - - - - - - -- --- - -- -- -- - - - -- -- -- -i
_ _
. _. __
- - -
� i i � � � �
� i _ _ _ _ _ _ _ _ . . _ _ – – -- – – – – – – – – -- – – –II
_. : . _ _ _ _ _ _ _ . _ _ – – – – – –
350 _ _ _ _ _ _ _ _ . _ _ — — — —
� , � � i i � � i , , , -. i - - - _ _ _ - - - - - - - - - - - - - - - I!,
� � � i � � i � i � � � � . _ i
� . BLJTHE
. _ _ __ _ _ __ _ __ _ _ _ _ _ _
� � � � � _ _ _ _ _ _ _ - - _ _ _ _ - --- _
„ � _ --- -- - -- -- - - - -- --- --- - - �
_ _ - - - - - - - - - - -
- -- _ - - - - - - - - - - - - - - - - - - - - - - �
_ _ _ �__`: �:-- - - _ _ - - - _ �
� � � � �� _ � � _ _ _ _ _ _ _ - - - - - - - - - - - - - -- -- --- - - - - -- -- --- - - -- -- -- -i
ii ii� ii - - - - - - - - - �
,_ _. __ , : _ _ _ _ _ _ _ _ _ . _ _ _ - - - - - - - - - - -
340 —�- _ . __ . --- -- — . . _. .___ . _ . --- __ _— - —-- - . -- --_ __ — --- !
. .
, - ii ii i;: ;:: i i !-ii ii - - - - - - - - - - - --- -- - - - - - - !,
� � _, . . - - - - - - - - - - - - - - � - -- - - - !� ��
_ _ _ _ _ _ _
_ _ _ : im e orn
I� I - EXIST lNG GROUND -
_ _ - - - - - - - - -
_ _
�I . ,_ � � i I I , ' ' , . : : � � _ _ _ __ - - - - _ __ - - _ __ _ - - - _ __ - - - - - - --- - - -- - - - - -- 'I
� , _. ��-� � . � . . . , r r- _ - - - _ _ - - _ - _ - - - _ - _ - - _ - - - - - - -- - - - - - - j
3 3 0 � _, � �_ ,—�� �—L� —, � �
——— —--
——— —--
__ — --- ———— _-- �
�
——_ ———
��� ��� �� �
i i i i i , i . i . . i ; — — — — — — — — — — — — — — — — — — _ �
i i i E�DSPEC/AL i i i -----____ --------- -----_ i
--------- ---- _
� � � �� D/CHGRADERT : _-----——- --—----'—_ �
_ � .�. � - � � � - ' i i
32 0 � � � � � � —c — f �_� � � — -- --___—__-- —__— ----�----_____.___— ---�---_____ ---- ---�---_____-___— ----�----_____ ___— ----�--- 32 0
� � � � ELEV = 30722' — — — � — — '� _ _ _ _ _ _ —� ��
_ —.�„ .�.�.`_, .�.�,�.��.� ,�,�..___.��.�_"�„_,
I I I i _��' ��' i
I I I I I�I ���� I
� � _ I
� � � i
� �
� -
� �
310 ---'— , � I�� 310
� � � � , ����� �
- � . --� --- _ � __, _—_ , _ _
i i i i i i � I � � � � � I � I I I I I I I I I I I I I I I I I I I I I I I i
_ , , , 9��;%'' : i i : i i � , ' � , � . • - ' . 6" CARBOIV ST EEL I'
3OO .-..- �x� � � � � � �+�����• --' DlXIE PIPELINE I' 3OO
. .
� —LA— STA 85 f3823 '
. - • ' ' -LA- ST A 87+90.14
-��'' � .�.--''� i i i ELE =Y 3U6.�' L APPROX. EL. 29/' i i i i i i i i i i i i i i i i i i i i i i i i '
- - . � - : , FOR RE AINDER i
.�� i i: i.:i ___! i
�- ���� � � � � � - �
W irt irti rti i��i
� �
. - _— -- --- - - - .. _____ _ __-- _ ---- � ___. _- _ _____ ____ _.__ _ _ __- ___ _ __ _-_ _ ___ _ _ _ ___ _ _ _ _ _ __ _ . _ .__ _ _
.� _ _ ,
�
�
82 + 00 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00
� � � � I I I � � I � � � � � � �: �:: I I I I I I I I I I I I I I I I I I I I I I I I i
II I I II II II I I I I I IIII I I II I II - –' I
_�_
'I ", ', �,i i i I� I'i i I'i l� �'i i li i i I'i l'i 'i ' I'�
' ' " ' ' ' ' ' "' ' ' ' ' SEE SHEET 6 FOR -L- PLAN ' � I'
3 5 O � � � � � � � � � � � � � � � � � � � � � � � � � � PIPE HYDRAULIC DAT A - 3 5 O
253 LF EXIST 2@36" RCP W/ EXTENSIONS i
- 90
l l HAR - F
DES G D SC GE C S
i i i i i.. i � i i i �. i i i i i. i.. � i i i i i i i i i i i i i N I� I�
i ii i i ii i ii ii ii ii i ii i ii i i i ii ii i ii ii -- - - - -ii i
DESIGN FREQUENCY = 50 YRS
i i i � � i � i i i i � i i i i i i � DESIGN HW ELEVATION = 3/4002 FT
PIPE HYDRAULIC DAT A � � � � � � � � � � � � � � � �
i i i i i ii ii i i i i i i i i i i i i i i ii BASE DISCHARGE = 95 CFS -ii i
335 LF - EXIST 42" RCP W/ EXTENSION
340 � � � � � � � � � � � � � DESIGN DISCHARGE = 29 CFS BASE FREQUENCY = l00 YRS � �� 34�
� i 'i 'i 'i , , i i 'i 'i i i i i i i i i i i i i i i � �
i i i i i i ii ii i i i i i i i i i i i i i ii DESIGN FREQUENCY = 50 YRS BASE HVy ELEVATION = 3/40/9 FT -il i
D E S I G N H V y E L E V A T I O N = 3 U. 4 6 F T OVERTOPPING DISCHARGE = N/A CFS �
� � � �� ' ' � � � � ���� � � �� � ' OVERTOPPING FREQUENCY= N/A YRS ' '
BASE DISCHARGE = 48 CFS
BASE FREQUENCY = l00 YRS OVERTOPPING ELEVATION = N�A FT ! i
i I II I I I i I i IIII 'll 'll' II: I I I i
BASE HVy ELEVATION = 3/2,28 FT ---- _ ___ _ __ ___ _I____ ____ _ ___ __ I___ _ ___ _ __ _ ___ _ _.___ _ ____ ____ ----I __ _
OVERTOPPING DISCHARGE = N/A CFS
� � i i � � � � � i i i i �: i i i i i: i:: � i i i i i i i i i i i i i i i i i � i i i � �
i i i i iiii i i ii' i i OVERTOPPING FREQUENCY= N/A YRS i
� � � � � � � � � � � OVERTOPPING ELEVATION = N�A
FT
� � � - - -
� �
� � �
� — � �
i
—
320 --__ — � � � � � � � � �� 320
,_. - __,-- EXIST lNG GROUND � �
- -
_ -
- - - - - _ : _ - - - - - - - - - - '
� � �! �� �� ' , - - - - - - - - � � - - �_ - - - - - - - _ _ - - - - - - - - - - - - - } ��
� � '� � '_ - - - - - - - � � � � - - - - - � �' �
� � - - - - �
� � � - - - - --------------------- I Ii-j-I�I i i�-I i i j -. _ i
� �� � � � � � �' � � � � � � � (-1 �.5�% —----------------------- ' � 3� �
i -----------------+--4�-------------------
310 ��� �� �� ���� � � �� ��� ���� ���� ���� ���� ���� ���� �
I, I �I f J 0. 0'. BEGIN SPEC/AL �
� � � � DITCH GRADE RT , EXIST 36 RCP EXlsT 36 R�P ,
tl N I
ElyD SPECIAL —� — / f -_ STA 107+86.20 STA 107+9/.45 _ �
� EXIST 42" RCP ' DITCH GRADE RT �i ELEV = 3/0.0' ELEV = 3/0.0' �
ECEv = 3�2ar � �
i i i i �i �i i i �i STA 99+63.50 - -� - / f �
ELEV = 308.5' ELEV = 3/OBT _ - ��
3OO � , , , , : , , : , , ; , Ey�D SPEC/AL 3OO
� � � � � � � D/ CH GRADE RT ��
�� �� BEGIN SPEC/AL
— -- — DITCH GRADE RT — — -- — — — — —� — � f ��
i i ii ii ii i i ii —� i ii ii _ 'L ' � f — — ELEV = 3/1.60'
ELE� = 3/OAT
290 � _ — — - _ �! 290
, �
� �ii
LEGEND
28� � � � ' � �' Z8�
DITCH GRADE LT Q � ��
D/TCH GRADE RT 0 � � � � � - - - '�
96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

a
�
N
�
�
�
�
0
N
\
�
�
�
N
PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
�EGEN� R-2635D 15
, . , . _ _ _ — — — _ _ _ _ _ _ _ — - — — — ROADWAY DESIGN HYDRAULICS
� � ; � � � � _ _ _ _ _ �— — — — — � ENGINEER ENGINEER
DITCH GRADE LT - - - - - - - -
�� -
- - - - - - - - - - - -- -- - - - - -- �
D/TCH GRADE RT 0 . _ - _ _ - - - _ - - - - _ _ - - - _ _ - - __ -_ - _ --_ - - -
�C - II
� � :
- - - _ - - - _ _ : _ _ SEE SHEET 7 FOR -L- PLAN --- -- __ _ - - - -- -- '�
� �
_ . ___ _ _ _ _ _ -�
� , , = -_ - - _ _ : -_ : - _ _
-- - ---- - _- -_ - _-
� � � � � � � � � � � � � � � � � � � � ��� +-�- '- '', -- -- --- --- ---- -- ---- --_ _- --- - - I
� � �� ��� �� � �� ,, �� �� �
_ __ _ - , , _ _ - --- --- -- -- --- --- - -- ---
_ _ ____ _ _ _ _ _ _
-- -----._
� , PIPE HYDRAULIC DAT A ',
, i i i i � j i_ i i i ,; , , i i i i i = _ _ _ _ _ _ 308 LF - EXIST 24" RCP Vy/ EXTENSIONS 'i
__ . _ , ; - -- - - - - - - - - - - - - - - - - --- - - - -- -- - - - --- --- - --
�, - _ , - - �- - - - - - - - - - - - - - - - - - - I��
DESIGN DISCHARGE 2 CFS
350 � �,- - _ _ - - - - - - - - io = .82 - _- -_ _ _ - - _ _- -- -
� - DESIGN FREQUENCY = 50 YRS
_ �� _ -- - - _ _ T N �
_ . � _ . _ _ . . i . - - - _ _ DESIGN HVy ELEVA 3/7 FT
� � � ; ! ! � �_ ,! : ' � i � �- - - . _- _ _ - - _ - - - _ - _ - - _- - BASE DISCHARGE = 25 CFS -- _ - -_ -- _ - - -- - - I!� UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
_ 1 l � : : : -f : : : ; : _ r,�f- - - _ - _ - --- - - __ _ _ . - - _ - - - _ _ BASE FREQUENCY = l00 YRS -- -- -- - - - -- -- -- -i
_ _ _ _ _ _ . - -- --- -- -- . -- -
i ; ; „ ; i.� BASE HW ELEV AT lON = 3/7e98 FT ��
� '- - - - - - - - - - OVERTOPPING DISCHARGE = N/A CFS - - - -�I
_ _ _ _ _ _ _ _ _ _
- - - - - - - - - _ /A - - - - - - - -i
� �� � -� �� RT PPl FR Y N YR
3 4 0 � � � � � � � OV E 0 NG EQUENC S ,
� � � , � � � � � ��� � �
_ _ __ _ __ _ _ __ _ _ BLJTHE
OVERTOPPING ELEVATION N�A FT
f f f f ' : : : ] � . _ _ _ _ --;:- i
__. _. _ — -- _-- --- — — i
-..__ __.. _ __�_
: � — � �-- �
� � _ _ _ _ _ _ - — — — — — — — —
_ _ _ .� _ _`. _ �. — — — — _ _ — — — _ _ �
_ _ _ — - — -- -- --- — — -- -- --- —�
�� �� ; ii �� � � � �i i� — rr — — — — — — — !,
, _ _ __ , —� _ _ _ _ _ _ _ _ — — — — — — — — — - — — — — — _ i
3 3 0 , EXIST lNG GROUND . - -- -- - . . _ . _ _ . --- _ _ _ _ _ . - - - - - - ■
- - - - - - - -
ii ii i i i '�-ii ii _ _ _ _ _ __ _ _ I�
_ � � � � � . , � —�� �
- -_
im e > orn
� �-� --___ __ � � � � � � �� � � � � � � � � �� � � � - -- --: �
;i .._ i i ; i�. �' i � i �_
_ .
— — — -- -- — — — --- — --- — —
320 � ;- �-�-� ____ _ _----- ------------- --- __ __ __ _ _ --_---- - -'
.,�_ _ _ �
I � � � � � � �
_ _ _ _ _ _ — — — — — — — " — —� BEGIN SPECIAL ��� 5' �,. , , — — — — — _ _ _ _ _,
_ _ — _
� . _ —
� � DITCH GRADE LT � -� -- _
_� _ �� f — —
' � .� � � .� � � � i i
_ I_ — — — — � — — — — — — —
ELEV = 322.6T � _ _ _�� ��
i i i i i:: i � i i i �: i i i � i i: i:: l� � E D SPECIAL � i i i i i i i i i i i i
,
. . I
---- ----_- __ —_-- --- ---------- ---------- --------
3 � O i i i i i i i i i i i i i i i i i i i i i i � __- D/ CH GRADE LT � i 3 � O
� i i i i i � � i i i -� - / t
i � i � � i � i i � i �: i i i i i: i:: � ELEV = 316.77' i i i i i i i i i i i i i i i i i i i i i i i i �
ii i i ii i ii i i i i i iiii i i i i ii �
EXIST 24" RCP
, ; , , , ; STA 115+47.16 '
ii � i ii i i i i � i iiii i i: ii: i::i ELEV = 3/2.OT �
I I I I II II II I I I I i I I I I I I I II I
300 ; , _ , �� 300
� � ; , „ ; ,
� � � � I I I � � I � � � � � � �: �:: I I I I I I I I I I I I I I I I I I I I I I I I li
I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I: I:: I I I I I I I I I I I I I I I I I I I I I I I I i
290 �� ; � �,� � � � �; �, ���� � � ��. � �� '� 290
� I � I I I I I I I � I �: I I � � I I: � �: I I I I I I I I I I I I I I I I I I I I I I I I I I �
IIII II I I II I I II IIII I II II I I I
� � i: i � i �� i �i
I i i l i: i i I i I i l i i I I: i:: i i
i i i i i i i i i i i i i i i i i i i i
�-� -� - -- - -- -- -- - -- -- - - - - -- _ -_---_- _ _ _ _ -- __ .-. _ _ __-- . ---- - -----__ _ _. _ _-- _ -- _ . .-___ --__ _-_ _ _ _ _ _ __ .-_ _ _
109+00 110+00 111 +00 112 +00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 122 +00
� � � �� , �� ��� ��� ���� �� �� ,, , � � � � � � � � � � � � � � � � � � � � � � � � �
� � � � � � ___.__------- ---------__------- -------_______ __----___ -----.__ �
_�_
', � �, �� , , �'I
B
,;;,, SQUARE CH/SLED lN CORNER OF BR/DGE , �,
D�Sr CE = 23.30� SEE SHEET 8 FOR -L- PLAN
� BEAR�G = S 5r05�5i°
I�
TO -L - STA /39+40.58 - �
i � i�i� ELEV = 354.68' i ��� � � �� �� �� � � �� �� � ���-� i i i i i i i i i i i i i i i i i i i i i i ���
�� � � � � _ _ _ _ i
� i i i PIPE HYDRAULIC DATA -- ------ � � � � � � � � � � � � � � � � � � � � � � � � I �
Ii i I
3 5 0 � � � � 353 LF - EXIST 48" RCP W/ EXT ENSIONS ;; �, � 3 5 �
i i i i i DESI�N DISCHARGE _ �80 CFS j �i �i � � � � � � � � � � � � � � � � � � � � � � � '
DESIGN FREQUENCY = 50 YRS �i ! � — —
� � � � DESIGN HW ELEVATION = 302.34 FT � � � ' �
BASE DISCHARGE = 200 CFS i _ i�
! ! � BASE FREQUENCY = l00 YRS � i ! ' � — �
,
340 BASE HW ELEVATION = 304,3/ FT i�� - ____ ____ _ __ ___ _I________ ____ __ I___ _ ___ _ __ _ _ _ ---- - ___ � � _ — � — _ �i 34�
--- — --_ - ___� � � �
i i i i OVERTOPPING DISCHARGE = N/A CFS � i:: � . i i i i i � � � � ��—�� � i i i i �
EXISTING GROUND
i ii i i ! OVERTOPPING FREQUENCY _ N/A YRS i �i ` �i I , � � — � — �i
OVERTOPPING ELEVATION - N�A FT i ��
—
�
�
I I � � � � il
3 3 0 �- '� �+++�-�� _--- _ � 3 3 0
� � , , _____ ,
� _ � � — i
�
i i i i i i ���� i
I I � � � � � I I I I I I I! ' - ����' � i
. � �
��
i � i i i i ����
i i� ii ii i i i i ii . ��� i
320 __-- � � � �� ���� ��� - � 320
� — — � '� � _ i
- � � � � - - I
� � �
� .�. � � � � � � � � � � � � � � �. ► _ - _ �
310 � �� �� : : , , 310
� � �: I I i
IIII lill I
I ' I I I I I I�
I I II II II I I II I II II i
1
30� � - - STA 129+ 6.53BC I'� 3��
� � � 1 ELEV = 285.36' �,
- ; - - f SHOy�I y FOR INFO ONLY ;
l i
� „ I � � � f I ��
- � - � - - - - II _
, � � I -- I I - ----- - ii
� �� ;
Z�% O ' EXIST 48" RCP � � � � Z 9 �
ST A 123+36.73 � �I I� i
i i i i i ELEV = 29/.08' i i i i i i _ _ _ L ��
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

�
�
N
�
�
O
N
\
�
�
�
N
PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
�EGEN� R-2635D 16
, - _ _ - - - _ _ _ _ _ _ _ - - - - - -- - - - - - - RO D DES GN
_ _ _ _ -Y�- - - - � AENGINEER I ENGI EERS
� II II - _
DITCH GRADE LT 0 - - -
� � __ _. - - - -- - -- __.
D/TCH GRADE RT 0 . - - - - - - _ _ - - - _ - - - _ _ - - - _ _ - - __ -_ _ _ _-_ _ _ - -_ �I
----
��_' '' - SEE SHEETS 6 AND 10 FOR Y3 PLAN
- - - _ _ - - - _ _ - - - -- _ _ _ - - - - - --
� '�
_ . ___ _ _ _ _ _ -�
380 �� ���� � � �� ��� ��� ���� ��� +-�-'- '',-- --- ---_ _ - - _ _ -_-
- -_ - _ - _ _ - _ - -- �
__ --
- -- - --- -- - --- -- - - - --- -- - - - ��
� � �� ��� �� � �� ,, �� �� : ,
_ _ _ _ - � � _ _ _ _ _ __ _ _ _. -- - - - - -- - . _ - --- --- -- -- _-- - -- -. -- --- ;
,,
_ � , _ - - - _ _ - - - - - - - - - - - - - �
�� �� ���� �_, �, �, �,�� �� _ _ _ _ _ �
� � PIPE HYDRAULIC DAT A - - - - - - �
- �, - - ; ; �-- - - - - - l03 LF - EXIST 30" RCP W/ EXTENSIONS - - - - _ - -_ - _-- -_ - -- --- - - _ -- _- _ - _ _-- -_ - - -- I
3 7O ' ' � ' �� _ - - -_ _ _ DESIGN DISCHARGE _ l6 CFS - - - - - - -- - - - -- - - - -- - - - - - - - - - - I!
�-
_ �_ DESIGN FREQUENCY = 50 YRS i DOCUMENT NOT CONSIDERED FINAL
�___ __. __� _... _. __.. _ i_ _ _ _ . _ _ _ _ . _ _
' � - '- ' ' ' ,' ' ' DESIGN HW ELEVATION = 3/9.30 FT - - - - - - - - - - 'i UNLESS ALL SIGNATURES COMPLETED
_1 l � : : : -f : : : ; : _ r,�f-- - _ - _ _ BASE DISCHARGE _ l7 CFS - _ _ - - - - - - - - - - - -- - --- -- -- - -- --- -- -- - -- -- - - -- --- I
. . . . .
� � � � � � � �. _ BASE FREQUENCY = l00 YRS -I
_ _ _
BASE HW ELEVATION = 3/9.37 FT = - - - - Ji
� � � � � � � - - - - - - - - - - - - - - - - -
� � � � � - �
3 � � � /A
RT PPl l HAR N F
OV E 0 � D SC �E C S
N
� � � � � � � � � � � � � I
,: , � .
_ _ OVERTOPPI G FREQUE CY= N/A YRS . - . : __ __ _ : __ . : __ . _ : _ . . __ , __ - _ _. . _ i L J T H E
f f f l..�._ _ _ N N - --
- - --- - --- -- - -- -- - - - --
' , _ � �-- _ _ _ OVERTOPPING ELEVATION - N/A
- - - - -
� - FT - - i,
_ , _ ; _ ,� _ _`. ; _ _ - - - - - - -- -- - -- -- --- - - -
.
� � � � � � _� � _ � ` , - � - - - - - - Dl � H G CADE LT I�
. __ . ___ Pl = 23+78.00 - - -
_ _ _
_
- -
_ __ ___ .
5 , 6EGI N GRADE �i _�i�=I�i EL = 337.87' E�EV = 332�62' ---- ,
■
� � � � � � : � '_. . - -Y3- STA 17 + 74.00 = - _ - - _ - - VC = 350' BEG�Iy SPEC�,4� _ � )�
_ _ _ _ _ _ o,T�H �R�E �T _ im e orn
PROPOSED
;� ._ � � � � � � �; EL. 324.11' K= -y - fi _
DS 50 MPH ELEV = 333.12'
� ; : ;- ��-, , � , , a TIE TO EXiST PAVEMENT _ - _ __ _ - - = GRADE - - _ - _ _ _- _ _ --_ - - -Y3- STA 27+77.43 -
34� , _, � �_ � ��� _ _ - ST 33 + 01.66
- _
-- E�iD SPECIA[. - - - - -- - -Y3 LPD A
I I I�I I I I I I Pl = 19+74.00 ni CH GRADE RT , + � (-10.5000% EL. 336.94'
�, if �3,6535 _
i i i i i i i i i i ' EL = 323.1 ELEV = 32350' � - - -- __ _ --- - _� �
_ - - - -
- - - ' l -J0.5000%
�C = 400' -� - -- _ _ r-� o�o� _'� '�
� � � �� � � � � � � ��� � � K= 96 -'-�.-
i i i i i i i i i i i i i i i i i i i i --- �- --� r- J---:_.._' _ i 'i
330 � � � � � � � � � � � � os = 5o MPH ��� _ - � � �� 4.�, ��� - -� � 330
� �_ _� •
� � , _. � � � � � EXISTI G � r= -: -� I�
� � i ' - - GROUND � � 2.�5i � _Y _ TA � Pl =_ 28 +20.00 �, �,
_ -
� � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BEGII y SPEC/AL ELE 5 3284� � EL - 335.66 ', ;
� � - - - - �+)3b535� n•� � arcH cR,�E Rr � _Y _ � Vc = 4sa -�, �,
' � - _ _ _ ( -JO 5000% El�y = 334✓9' - ' ',
3 2 0 . : ; _ _ r _, 3.�r, • • c +� 5 = - : ; . . - - ' -L3- ra Rr aNa K - is4 3 2 0
�� r f f FOR RE ER
� � ;I ; - BEG� SPECiA[, r�� 54 � � � - - - - - - - - - - � , . � ' � +� 5b���� - END SPECiA� �.- , � - -Y3- STA 2 7 + 4 7 . 8 7 = DS = 65 MPH '� �
� � � � � � ' � � ' � � � D/TCH GRADE LT 2i � �+J 1�03"/. �' D/TCH GRADE LT i i i i i �
i i i i i i i i _ ' � . _ . _ _ ', _ ___ __ __ _ _ _ -Y3RPD- STA 30+29.89 'i
i -Y - / f f+I125"/. -- y _ �t - ---- - - ---- - ---- ----
, . . ..
� . _ _
.. ,
ELE►/ = 322.4/' ELEV 324.00' E L. 3 3 6. 78' � �
i i i i i i � i i � i � i -Y3- STA / f2 T _ i i i i i i i i i i i i i � i i i �
i i i i i, i i i i i i i i� �i i i
3 � 0 � � � � I ELEV = 3.50' EXIST 30" RCP 3 � O
B E G I N S P E C/ A L S T A 1 9+ 2 7. 0 0 - Y 3- S T A 2 7 + 7 1. 1 0 - ' '
:: i : i � i �; i DITCH GRADE RT -Y3- STA 19+32 RT ELEV = 3/5.8' i i i i i i i i i i i i i
ii � � ii: i i � i i i �
i iiii ii i i ii i i ii � ECEV = 3/7.30' [ -DI-STA 10+00.00 i i�
_y _ � f
' ' ! ! ' ' �� ELEV = 322.3/' � � -Y - T A + RT -Y - ST A f T � � ', ', �
�� �� � � � � � � � � � � ELEV = 3/8:00' ELEV = 3/5.50' ; E L. 3 3 6. 90 ; ,
� � �� � � � � � � � � � �-� �
--- - -- __ -- -- -- - _ _ ___ _- --- � -�- � � �-�-N- � � � - �_
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
� � � � � '� ', ', ', ,', '� � � � �; ;', Y � � � � � � � � � � � � � � � � � � � � � � � � ��
� � � � � � �, �, � � � � � � � � � � � � � � �, -_______._-_ ___ _ 3_ __ ___.________ ;
'I ", ', �,i i i I� I'i i I'i l� �'i i li i i I'i l'i '��
; ; , , ; ; ; , ; , ; ; ; , , ; SEE SHEETS 6 AND 11 FOR -Y3- PLAN �,
380 �,�, ; � �� ' �� � � �� �, ,, � � � � � � � � � � � � � � � � � � � � � I�� 380
i i i i i: i � i i i i i i i i i: i:: � � � � � � � � � � � � � � �
ii i i ii i i i i i i i iiii i i i i i i
. . _ . _ _ ,
�i i i i �i ii 'i i i i i i �i i i i �i �i i i �i 'i ' B EG I N G RAD E __ _ :, i i i i _ _ i
END GRADE Y3- STA 40 + 23.63 - �
370 -Y3RPA- STA 27+05.16 37�
I I I TIE TO EXIST APPROACH SLAB TIE TO EXIST APPROACH SLAB � �
� I� i li '� ', I' I' I� I� i I� li � i i � : I� I� � �� �� �� � � � � E L. 3 3 8.49' � � � � � ��
-Y3- STA 32 + 95.28 -Y3- STA 35 + 78.18 ; ;
� � � � � � � � � � � � � � � � � � � � � EL. 344.36' EL. 344.65' � ' -Y3- STA 40 + 10.86
-D2- STA 10 + 00.00
i i i i i i i i i i i i i ; i i , ; � � � I,
360 ,__ _ _ �_______ EL. 338.58' i 36�
i�i i i i' 'i 'i i ��� ��� ���� �� �i ii i i i Pl= 37+4/.00 i i i i _ � � � i i �i
' Pl = 3/+25.00 -Y3- STA 39 + 91.11 =
' � � EL = 342.69' - - - EL = 343.00' -Y3LPA- STA 22 +30.68 ''
- , - � - PROPOSED = C = l50' � �i
_
3 5 � GRADE � KC = ll3 � � � � K= l37 � E L. 3 3 8. 75' Pl =_ 40+69.00 � 3 5 �
' ' � ' �, ' DS = 57 ± ti1PH ' _ EL 336.09'
DS = 54 ± ti1PH �
, VC = 500'
� � � � -
� � � � � � � , , , , � +10.9807% - - - - - - - - - - - - - _
� _ _ _ _ _ �. _ �-1/.0/34% . K /45
+ ��9� +10.9807% - -r ' f -J1.0/34/. 67/, ,
� ���� ���� ���� �� � �2 � �'J2.10 • DS = 62±ti1PH I�
� , ( _ _ _ � _ _ _ _ _ _
340 _-- ��� ��� � � � ���� ���� � __ 340
_- , __
_-
__ '
'� ---------------- -------- � �
_ _�/ - �I r- --I ------ i
_
(+12.3 9• � � � � � � �-J2.1067% �+)1.3389% �I ;
� � _ � � EXISTING
3 3 0 � _ I I � � � � � ��I � � cRouNo I 3 3 0
i
i � � i , „ , , �i � " � '�
I I I I i i i � ' _ . .- II
i , : � ,
� � i i i i i i _ _ i ' _ _ � �
.
f+12���----- �- - l - - - �
' 320
320 ___---- - --" ,� I ` - I '��
EILID SPECIAL � � �
� - . DITCH GRADE RT � � � � I ;
: _y _ �f ` _ _
� i i � _ � �i
, �
I
_ �
, 47 � � ,
ELE 325.
_ V
- - �
� r
� � V
Y3 STA 28+70 - -- -
3 � O ELE = 320.17� � � � : � � - --.___ _.____ ____. ___.__ __.__ �' 310
� FOR RE AINDER � � � - - - - - - - - - ��
i i ii i i ii ii _ _ _ I!
� � � ��,� ,
29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00

�
�
N
�
�
0
N
\
�
\
N
PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
LEGEND R-26s5� »
, - _ _ - - - _ _ _ _ _ _ _ _ - - - - -- - - - - - - RO D DES GN
_ _ _ - - - - _ � AENGINEER I ENGI EERS
-Y3- - -
D/TCH GRADE LT 0 � ' ` ' � � � � - _
� � _ _ _. - - - --- - -
D/TCH GRADE RT Q . _ _ - _ - _ - - _ _-- - - - - _ - - __ -__ -- _ _ _-_ _ _ - -_ �I
---- _ _ _ _ .
� � � � _ _ _ _ :
_ - - - _ _ - - - - - - - SEE SHEET 11 FOR -Y3- PLAN - --- -- __ _ - - - -- --
� _ _ __ _ _ _ _
- --- -
-- '�,
- - - _ _ _
- _ _ _ _ _ _ - _ -- -
UNDERCUT EXCAVAT/ON _ _ _ __ ;
- --- --
. --- _
- -
�-'- � -- - - _ _ - - - - -
_ _ - - I
-- --- -- - --- -- - - - --- -- -
�� �� �
_._ - --- --- -
_-- - -- -. __.
---
�� �� ���� �� �� � - - ��� �� - - - _ _ _ _ _ - - - - - - - - - - - - - !,
. �� __ __: �_ _ _ _ _ _ _ - - - - - - - �
__ , . _ ._ . -- - - . _ _ - - - _ _ _ _ _ _ _ _ _ _ _ . _ -- - --- -- - - --- - - - -- -- - - - --- -- - - -- !
�, , , - -�- - - - - - - - - - - - - - - - - - - - - - - - �i
370 _ , ; � � - - - - - - - - - - - - - - - --- _ _-- - _- -_ _ _ - - _ _- -- -
: �� -- - - _ _ - - - - -
,_
_�.. - - . _ _ - - -
I �� , , ;II , I,.. �J�: �_ _ _ _ _ _ _ - _ - - - - - - _ -- _ - _ i ii iii ii i i i ii i - - -- - - - I
DOCUMENT NOT CON IDERED FINAL
� � _ - _ _ _ - _ - _ I ! UNLESS ALL SIGNATURES COMPLETED
_ - - - _ _ _ _ - - -
-- - -- -
_ � ; : ; : : _ , - - - _ - __ _ . __ _. _ _ _ _ . -- -- - : - -- --- �;
_ _ - END GRADE
� i i �� � �. - - - - - - -- - -
_ _ _ _ _ _ _ . _
-- . :-- ---- ... ,----__,
� , - - - - - - - - - -Y3- STA 51 + 48.00 - -�'i
I _ - - . - �� Pl = 48+78.00 = - EL. 348.06' - - _ - -�,
_ _ _
3 � o ' � I � � � I I I I I I I , -� , I � � - _ _ _ _ EL = ../""r�.CJ�� _ _ _ . : . . _ . . _ . _- _ _ . . - I B � � T H E
� � � � �� �� � �� � � � � �1 1� � I�_- - _ - - _ Pl _47+24.00 _ _I VC = l50' --- -- - TIE TO EXISTING
-- --- --
: _ _ _ PROPOSED EL 344.86 _ K - 375 = - PAVEMENT - _ _ -- - - �
� _: --- _ . __ _ �- -�
_ , _ _ � _ _`. GRADE _ �C = l50' � MP - - - - - - -- - - - -
�_ _ _ _:- K = /79 _ _.
_ �, _ _
� � � � � � _-;-;-I ' � �, - � DS 80 H - 1-i-�- - -
_. �
3 5 0 - -: -- os = 6o MPH .
_ _ _ - -- �
, - i i i i i , . i i ` I -i i i i – - – _ -- _ ___ _ _ — — — — — — —
�
��
�k k � �
� � -, . _ ❑ - � _I� - I- - � �-� • + % ( +10.5000% ( +J0.9000% — — — — _ _
� � �o�000. _ _ _ _ - - im e orn
;� ._ � � : � �. � (+J1.3389/. --.
� � �� � ----
_ _ — —
_ _ _ _ — — — — - ------- - - - - _-- ---- _
, _ _ _ _ _ — —
340 � :- �-�-� � � � � � _-: ' � _ - _-- � �j =_ � --_ _ - --_-- -- - _� '�
__
__-
__ �
� � I I I I I I I I I I I I I I I I I I I I i
I I I - I
� � � � � � � � � � � � � � ' � � � � � � � � EXIST lNG � � � � � � � � � � � � � � � � I�
3 3 0 � �; � � � � � � �; �; � � � � � � � � �� cRouNo '� 3 3 0
� � � � � I I � � I I � � � � � �: I: I I I I I I I I I I I I I I I I I I I I I i
II I I II. I II I I I I I IIII I I I I II I
� i i �� i - �i
li i i ii: i i I i i i iiil i i: II: i::i i
I I I I II II II I I I I i I I I I I I I II I
320 ; � �� 320
� � ; , „ � �
� � � � I I I � � I � � � � � � �: �:: I I I I I I I I I I I I I I I I I I I I I I I I li
I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I: I:: I I I I I I I I I I I I I I I I I I I I I I I I i
310 �� ; � �,� � � � �; �, ���� � � ��. � � '� 310
� I � I I I I I I I � I �: I I � � I I: � �: I I I I I I I I I I I I I I I I I I I I I I I I I I �
IIII II I I II I I II IIII I II II I I I
� � i: i � i �� i �i
I i i l i: i i I i I i l i i I I: i:: i i
i i i i i i i i i i i i i i i i i i i i
�-� -� - -- - -- -- -- - -- -- --- - - -- _ -_---_- _ _ _ _ -- __ .-. _ _ __-- . ---- - -----__ _ _. _ _-- _ -- _ . .-___ --__ _-_ _ .-. _. __ __ . __ .-_ _ _
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
� � � � I I I � � I � � � � � � �: �.: I I I I I I I I I I I I I I I I I I I I I I i
II I I II II II I I I I I IIII I I II I II - - -' - I
: -Y3 RPA-
'I ", ', �,i i i I� I'i i I'i l� �'i i li i i I'i l'i �'�
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' SEE SHEET 6 FOR -Y3RPA- PLAN I'
360 �� ',, ,, �� �� � � ,_, � � � � � � � � � � � � � � � � � � � � � I� 360
I I i , , , � I: � I I � �: �:: II ; - - f , I I I I I I I I I I I I I I I I I I I I�I
Y3RPA STA /5 00 RT
i i i i i i i i i i i i i i i BEGIN SPEC/AL �_ ��, �i�i i�i irtl i i��� ii
� , , D/TCH GRADE RT
i I -- i i: I:: I I, –y – t : i,-----, ; I I I I I I I I I I I I I I I I �
, , BEGIN GRADE , , , , , , , - . EXISTI/� G -Y3RP - STA �7f RT
i i E�V - 348.,63 � _ -
3 5 � -Y RPA- TA 1+ . = GROUND -Y3RPA- TA � f RT v 3 5 0
3 S 0 00 00
i 'i �i = ' i � i i i i i i i i i i i i I��
. /
� � � _�_ STA 87+37.73 (63' RT) ' '' '', ------ �=���3!______ � Pl = l8 0400 '�
� + E�D SPEC/AL
i EL. 326.72' i i i i i � �'�4.7g, : EL = 330,20' �y CH GRADE RT
• f �
'� VC = l50' ELEV = 34082' i
._
_
340 � � � Pi = ii+08.00 � �, , ,, , . K= �5i __--.---__ � � � � � � 340
EL= 328J1' � __—� ���''�-.,i,�s�. DS = 80MPH c+�3__90�_-_——----_---—_�— ___ _
/� �' � . J�% _-�'� � `
I I I I C- �5 I I. I.. I �� �: '� � �� i I I I I li
I I I I I. � _ V I I I I I I ��� �`�. ��--'� � _ ���� I
K- l52 i i i i � •-.., ...__.__-- � i�i���i�iji�i�r�i�iii�i���i�ijiii�r�i�iii � i i
_ DS = 60 MPH �y� - ����������I-�������������� � �: _ _ _ �' � � � ' �
330 _ _ � . + � ' � , _ ;, ��,, 330
� +)1.2870/ l +10.3003/.
� — _ _ l +10.3003/, f +J0.5000% ,
�_ � - �
� � �� i _ _
�_ _` � i I
- i ___- __-__
� i� ii ii � �I � � �i �i _ _ _ �� �i
320 F � � � � � 320
I � - - - � ___ ______I___ ��
i i i i �
� �I _ �I
PROPOSED
� � � � '� '� � � ', - - - GRADE - '�
310 ���� ���� �� �� � � : : , , _ 310
� , �,: I I li
_ IiII i
ii
� - -- I
� 6" CARBON ST EEL -' � � � � � - - - - I
DlXIE PIPELINE � :
3 �Q -Y3RPA- STA 10+00.8/ - - ' 3 Q�
, APPROX. EL. 29/' ��,
- ; I - - - 'il
i �i i - - - - ��
290 �� �� � �� � �: �� �� �� 290
� � � � � '�
_ ; : ',
i i ii ii ii � i i ii i i ii ii _ _ _
28� 28�
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

�
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N
�
�
�
�
rn
�
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PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
R-2635D 18
I I I _ - - - _ _ _ _ _ _ _ _ . _ - - - - - - - - -- - - - - - - RO GN
_ ADWAY DESI HYDRAULICS
� � � _ _ _ - - - - - - � _ ENGINEER ENGINEER
—Y3 RP —
, , _ _. . _._ _ _ _. _ _ - - - -- - -- . __. _ _ _ _ _ - -- ,
- - - - - - _ _ _ . - - - _ _ - - - _ _ _ _ _ _ -- - - -- -. _ . - - --- _ - -- -- . - - --- - - - I
� , . . ! _ _ _ - _ _ _ - _ _ ..- - - - -- - - -
_. _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . -- -- �
� � �� SEE SHEET 6 FOR —Y3RPA— PLAN — — -- — --- -- -- — — — — '�
� : ; _ _ — — _ _ _ _ _ _ _ _ — _ _ _ — _ -- _ _ — —_ _— — _ _ _ _— -- I
370 , � , :
: _
— . _ __ _ _ _ _ _ __ _ _ -- _ _ __ — �
-- — — — — -- — -- -- . — --- -- — — — --- -- — _
� � �� � � '�
_ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . — -- — --- —. -- — — — --- — — — --- --- -- -- --- --- — -- ---
. .
� � � � i i
l 1 : : _ _ _ _ _ - - - - - - - - - - - - - I
II II IIII II II �� III II i
, _ _ . : _ _ _ - - - - - - - -
�' -Y3 RPA- STA 2 7+ 05.16 = '�
__ _ - - - - - - - - - - - - -- - --- -- - --- - - - -- -- - - - --- --- - --
'� _ : � - - 40 + 23.63 - - - - - - - - - - - - - - - - - - j
36� _ � � Y3 STA - _ . - _- -_ _ _ - - _ _- -- - �
- - -
� EL. 338.49� i DOCUMENT NOT CONSIDERED FINAL
i � ; !! ' i; , , _ _ _ _ _ -- - - - - - - - -- -- - -- ---- -- - -- -- -- -
_ _ - - - - - - - - - - - - !
I I
- -- -- -- - - - -- -- -- -
_1 � � : : � i END GRADE ! _ _ . - - _ - - - _ - - - - _ - - --- - _-- _. -- - - _ _ . - -- --- -- -- -- - - -- --- I
.
� i i ��i - -- - -
Pl = 24+76.00 -Y3 RPA- STA 2 6 + 82 .11 = - _ - _ - - _ - - - -- _ - - _ - - _ - _�
_ , , - - - - - - - -�
35� - � , � � � , , , , , EL 333.56 -Y3- STA 40 + 25.06 23 RT - - - - - - - - - - - - - - - - - I�
�� � � � � � � � �, �c=2oo- , c � BL�J-THE
� � � EL. 338.02 - _ _ _ - = -- - -- __ _-_ -- : _ . . ____ :--:- __ .: _- . _ _ _ -- . _- -_ _-_ - - __. . _ '
�, K = l20 � - _ - - - _ - - - - - - - - - - - - I
i DS = 55 ti1PH � '�
- ,-
_ _ _ _ _ _ _ _ _ - - - -- -- _-- -- -- _- -_ --- _ - -- _- _- -i
� '_:���� - +
- - -
34O PROPOSED _ _ - - - - - - --- -- - -- - --- - -- --- - -- - ---
_i=- �+)2.0390� _ . __ . --- -- _ - -
GRADE - - - -_
. . _. .___ . _ . .
'-�-�- . ; - _ - - - - _ - _ _
(+12J639°. _ _ - - - - _ _
� ,_
� im e > orn
_
__-_ __--- - �,
..
� • � - _ •• � `'
_ _ _ - -- - - - - _ __ - - - - - - - --- -- �I
_ _ _ _ _ - - _ _ _ - - - - -- - --- -- . . . -- - - - - -- --
3 3 0 r +�0.5000i , - - _ _ _ _ _ _ _ _ . _ _ -- - _
_ --_ -- - --- ---- --_ --- _-- - ---- -- --- _ - --- _ - _I
, � � � - ----- -- -
� �
� � � � �
I I I: ��� �� I I I I I I I I I I I I I I I I I I I I I I I I i
I I � � � �_� I--�- --- I
� ` � ♦ �� I
I I I I I: I I � I I I I I I I I I I I I I I I I I I I I I I I I I I i
� � � � � � � �-: �-- �-- �N �-� � EXISTING �
320
� � � � � � PROP 36" RCP GROUI�ID
i�i i i�i 'i �i �ii i i STA 24+43.96, i i i i i i i i i i i i i i i i i i i i i i i i �
; E�EV = 323.7 PIPE HYDRAULIC DAT A �,
i i � i i i: i i i i l77 LF - 36" RCP -lll '
310 �� � I li ! ! ' , ' DESIGN DISCHARGE = 43 CFS li
� DESIGN FREQUENCY = 50 YRS 3 � O
� � �i � �� DESIGN HW ELEV AT lON = 329,33 FT �i
i � i i i i � i i � i �: i i i BASE DISCHARGE = 46 CFS i i i i i i i i i i i i i i i i i i i i i i i �
i i i i i i i i i BASE FREQUENCY = l00 YRS �i
i i i i i i , i i i i, i i i BASE HVy ELEVATION = 329,48 FT
��� ��,� � � � ���� ����. �' 300
3OO , i i i , , i, OVERTOPPIN� DISCHARGE = N/A CFS ;
ii � i �� � � i i � ii:: iiii
OVERTOPPIN� FREQUENCY= N/A YRS
i iiii ii i i ii i i ii iiii OVERTOPPING ELEVATION = N�A FT
� � �: � � � �� i
� i i � i: i i � i � i � i i i
i i i i i i i i i i i i i i i
�-� -� - -- - -- -- -- - -- -- _ __ .-. _ _ __-- . ---- - -----__ _ _. _ _-- _ -- _ . .-___ --__ _-_ _ _ _ _ __ . __ .-_ _ _
290 _ ,
23+00 24+00 25+00 26+00 27+00
� � � � � � � � � � � � � � � � � � � _--____ __-__ __ �___. �___ _ � � � � � � � � � � � � � � � � � � � � ��
�� � � �� �, �, � � � � � ���� � � �� � �, —Y3LPA— �
_� __-_ - __ __ ---__ __ _ _
II ��I �� I�I I I li II I. Il li i ll I II I I I II -�I - - - �i
-! -Y3LPA- STA 22 + 30.68 =
�
� � � � � � � � � � � � � � � � SEE SHEET 6 FOR —Y3LPA— PLAN � ��
-Y3- STA 39 + 91.11
, i i
i i i , � , ' i i �
36� � � � � � � � � � � � '� � � � � � � � � - EL. 338.75 , 36�
� i i i �
END GRADE � � �
I I I I I:. I I I I I I. I I I I I: I:. I I I I I I I I I I I I I i I I I !
II I I Ili I I I I I I I IIII I I I I I . ,__ _ - I. I
-Y3LPA- STA 22 + 07.67 -
i i i I�� i � i i i i �: iii i i: i::� i i i i i i i i i i i i -Y3- STA 39+90.77 (23'RT)
� i i i I�
� � �� � � � � � � � ���� � � �� � � � ' 350
Pl = l5 +65.00 ` E L. 3 3 8.2 9' � �
350 ; , ; —
� � � � � �� �� � ��, ��, �� � � � �� '� �_ EL = 329.82' � � � � � � � � � -� � -'�
� � �C = 2/0' Pl = 19+4/.00 , �
���� � � �� � _
��� �� � �� .� � � � � ���� � � � � � EXISTING
j K= 84 EL = 33/.70' , , �
- , , „
GROUND DS = 50 MPH ►/C = 200'
_ : �
34O ; BEGIN GRADE �� � � � � �. � � � � : � � K=/0/ �, �--- 92", I', 34O
_ ____ _ ___ _ __ ___ _ ____ ____ _ ___ __ ( +)1�99
-Y3LPA- STA 10 + 00.00 = - --- .--- _ _� _-_- � _ _ _ _ - - - - - - - _ _ _ _ _- __- DS = 50 iUPH ; _ _ . ___ - - _ +)24712'• �
�'� i -L- STA 100 + 07.90 (75' RT) - --- -_ - � � � � � � �_� l • � � '�
EL.315.78 Pl= l2 �5�� - � � � � � _ Iiiii�i_i„ii�i � � � � - iii �i ` / �� _ ._ i
f . i � �` I
EL = 3/9.02' � ,
3 3 0 c = �40� . � — • r +�o.�000� ' � _ _ . � 47�2' . �
, _..
, , , V � p000/ r+�o.�000i +�2. / � 3 3 0
� K = 99 , � +)3. - _ _ _ � '��.
�
� � DS = 50 MPH i �N � � - �� � - � I
i �� �� i i ii � � ,� � �� � � �_ �
�
, �
i i i i i �: � __ _____ __ _�� _ ` ` ` ' � _�_. I
320 � � � �— , _� — —
� +�I.5805'/. � I 3 2 0
p00%
.0 �
+)3 � - - - - � �
� � ( I�,
►
� � � i
�- ,� - - - ��
, -�
31 O t-� 120� E�D SPECl,4L �' ' ' GR�ESED �!,I 31 O
D/TCH GRADE LT � -�-�� ��
-YL - l f0 i-! � � �
_ . _ ___ _ _ - - ,
' ELEV = 3/0.60' i i � � � � - �
BEGII y SPECIAL
3 O O DITCH GRADE LT - I- � - - '
_Y � _ � �� �'�I 3 � �
ELEV = 3/OAO'
- - - �II
LEGEND
290 � �� �� 290
DITCH GRADE LT Q � '�
D/TCH GRADE RT 0 � � � � � - - - '�
280 280
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

a
�
�
N
i
�
0
rn
�
N
O
�
0
�
0
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�
Q
�
�
�
,
0
N
\
�
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N
PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
LEGEND R-26s5� �9
- - - - - - - - - - - - - - - - - - ROADWAY DESIGN HYDRAULICS
, _ _ _
D/TCH GRADE LT � - � _ ENGINEER ENGINEER
� �� �� _ _
_ _ _
- - - -
�� — —
0 - - - - - - - - - - -- -- - - - - -- �
D/TCH GRADE RT - - - - - _ - - - _ - - - - - - - - - _ - - __ -_ - _ --_ - - - I
---- _
� - - - -
_ - - _ _ - - - _ _ - - - --- --
-- _ - -
�
SEE SHEET 6 FOR —Y3RPD— PLAN - _-- - - - - - - - - - - - �I
UNDERCUT EXCA►/AT/ON � ; _ _ - - _ _ _ _ - - - - - - - - - ;
3 6 0 �_ �_ � ' �- - - _ - - -- -_ - --- - - _ - - - ,-- - _ _ _ __ - -- --_ _- - _ ---- -- = - -- --_ _- --- - - ��
�� �� � �
_ _ _ _ _ __ _ _ _ _ - -- - - -- -. -- - - - - -- - . _ - --- --- -- -- _-- - -- - -- ---
.
�� �� �� .�_, �, _ ,�� �� _ _ - - - _ - �i�;,� _ - - - - - - I,
, _ _ ,
, .-- - - . - �-_ - - . _ _ - - - _ _ _ _ _ - -- - - --
_ _ _ . _ -- - --- -- _ _ --- -. _ _ -- -- - _ _
_ _ - - - - - - - - - �
,; _ _ _ - - - - - - - - -
35O � - - - _ _ - - - - Pl = 14f7Z.00 - - - - - - - - --- - --- - -- -- - - - - - -- -- - I DOCUMENT NOT CONSIDERED FINAL
, BEGIN GRADE � '� - - _ _ - - - - - - - - - - - - - - - -- - - - -- - - -- -- - - - -- - - -
� � � �- EL = 3Z7.79' - - - - - - - - - - - I!i UNLESS ALL SIGNATURES COMPLETED
_
-Y3RPD- STA 10+00.00 = : _ �.�-- - _ - _ - --- - - - _ - - - _ - - - - - - - --- - _-- - - -- - -- -- -- - --- -- --- -- - -- -- _- --- -- -- -i
VC = 326' .
. _.
.
- -
-L- STA 85 + 38.23 (75' LT) - � � . _ _ _ _ K = //6 �
EL. 322.83' _ _ _ _ _ = DS = 55 MPH = _ - - - -- - : - _ - - _ - -- - - -I,�
340 - __ ___ B L�J- T H E
_ _ _ _ _ _ _ _ _ _ _
� �_ - Pl= 11+50.00 � �,, ,,, . . : _ . . __ __ . _. . _ 'I
- ' � � � : �k- _ _ _ _ _ _ _ _ EXISTING . : . . __ __ : __ . : _ _ _
� �� EL - 325.86 _ - GROUND -- - _ _ - -_- _ _ -- - - -- --- �
, �---- _ �.
VC = 220' _ _ _ _ - - - - - - - - - - �
� - - __.
_ __
� � _ _� � ' K = l55 �- �I - - - - _ _ - I � - - - - -.
_ _
-- -- - - - - - _- - - i
� - - -
� -� ' ' DS = 55 ti1PH , ' -� _-- -= -.�_- - V � � -_�- �-_ -- _ --- -- -. - --- . _ - _ - --- _- - -- - --- - . -- --- - -- ■
330 . _. ___ �
, �-�- � --- l +10.5994% �- 2�� j � "' � - - - - -
� �� ��
� p200'/. �+J0.5994'/. , ���---- --„---_, -- - - - �! I� � orn
� +)2. �
'�. '- ---- -
_- - _-- __ 'I
320 - -- -- --
_
- -
- - - --- — - ----- -- - - �
�_
i i i ii: i i i::i � � � �
i i i i �8% , �� i ii
9.� �
�
� � � � � . l�'i P/ �: --- ., I I I i '.r. �� ' I I �
.
END 5 EC AL
3 � O �� � � i i i � • DITCH GRADE LT , ii �
�'J��'�o --- � �-�2„� . ' 310
� ♦� 4.50� - - ' -Y - //f . �, _� -,?s � _ 444/.
.
� '� i _ . . - - ' ELEV = 3�52s' „ i . PROPOSED .,, i . i i �
� � � �--�- 6 CARBON STEEL . GRADE BEGI SPECiA� ' ' i ���` '�
,, �
�� -Y RP - TA llt ii D/X/E P/PELI1�1E _ - D/TCH GRADE RT E�VD SPEC/AL _ �� _ �i
3 0 0 � f Ec�� = 3�o.so� -Y3RPD - ST A l3 +45.09 -r _- , � f D'�cH GR,4�E Rr , '�_ � 3 0 0
-Y3RPD- STA 0 00 APPROX. EL. 292 ELEV 3/3.76 -y - + , ,
� ELE = 306A0' � �i ELEV = 305.75' i -: i
i i FOR RE�AN�IDER � i � i i , � i: ii �i i i i i � i i i i i i ,, i i �
_---- -- — = --- ------- .
--__--- --- i
i � � i � iii � i i: i::� i i i i i i i i i i i i i___- i i i i � � i i �
290 �� ; ; �, ���� � � ��. � � � � �� 290
i i i i i i I � � � i i � i i:: i � � i i i: i i:: i � _ i i i i i i i i i i i i i i i i BEGIN SPEC/AL _ i i i �
ii i i ii iiii i ii ii i i i
D/TCH GRADE LT
i i �: � i � ii , -y - t � �
� i i � i. i i � i � i � i i � �: i:: i i
� �� � � � � � � � ���� � � � � � ELEV = 295A0' � �
' '--' - -- - -- -- -- - -- -- - - - - -- .. _
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
� � � � I I I � � I � � � � � � �: �:: I I I I I I I I I I I I I I I I I I I I I I I i
II I I II II II I I I I I IIII I I II I II - -' I
-Y3 RPD-
'I ", ', �,i i i I� I'i i I'i l� �'i i li i i I'i l'i � I'��
� � � � � � � � � � � � � � , , ; SEE SHEET 6 FOR -Y3RPD- PLAN I'
360 ', ', ,I ' � � ' � � � � � � �, ,; : � � � � � � � � � � � � � � � � � � � � � � I�� 360
� � � � I I I � I � � � � � � �: �:: I I I I I I I I I I I I I I I I I I li
I I I I I li I I I I I I I I I I I I I I I I -- - - �-���I I I I_I �_-I_I_ - I
� � � � � � � � � � � � � END GRADE -Y3RPD- STA 30 + 29.89 = �
I I I I I I I I I I I I I I I I I: I:: I ' I I I I I I I I I I I I I I I I i
I I I I I II II I I I I I I I I I I I I I I II I
350 � � � � � � -Y3RPD- STA 30+05.61 = -Y3- STA 27+47.87 ' 35�
�� ���� �� �� � �,�, � � � � �� �� -Y3- STA 27 + 40.07 (23' RT) EL. 336.78' � � � � � � � � � � � � � � � � '�
i i i i i i ii ii i i i i i i i i i i i i i ii EL. 336.29' ___ _ i
I I I I I I I I I I I I I I I I I I I I li
340 � � � � ;; � � � � � � � ;, , � � . , �______ �__ � � � � � � � � I� 340
� � � PROPOSED , _ • '�
GRADE -r3RP - sTA Tf50 LT ( +)Z.O�S��
i i i i � � � i i i i � i i i i i: i:: � �� • i i i i i i i i i i i i i i i i i i i �
�� � � �� � � � � � � � ���� � � �� � � V= .' - +)3 6/ �
_ _ __ I� _�y� _ �---- � - �� � _i ��
� � �
/
, � �, i
330 . - 330
� � � , ,
Pl = 22+50 00 ; : � , � � �+� 2.�5% - - ' - -r3RPD- SrA 29f25 I
.
� EL = 3/0.64' � i i i � � . - - • - ' ELE = 328.42' '
�/C = 650' . - -Y3RPD- STA 24f50 LT ! - ' - -Y - L �
3 2 O - ' K = llG i � ! ! ! ! , �/ _ / . 0' , � • • � '� Ii-��� i i FOR RE AN�1DER � ��i
�-
DS = 55 ti1PH � � ---------------------- � � � 320
. .-- �
._.
�+�����-- � ------------------- �
.—•� __ • _
- ---------- �+11�6T� _ �� i
.�.•�' �,� � i
,�• � - _ _
. � ' � � � � I(
�
3� O � +)3-3�6� '- ; . = -'r"` - - - - , i . �� . -Y3RPD- STA 29f50 I' 3� O
( � � � --' 6 • ELE 320.17' '
� _ �T� � .�� � _ " � +l ' � _ -Y RP - T A T f RT -Y - L I�i
, - - ' , _ FOR RE alloER �
�-����-���- ���� � �. - --- v- � - -; ;--- ,
� ----M� �+�TA� ' � _
�-'��� i
300 — — � �, .� = = — ' - �+� 3.33i - - - _ _ _ ;� 300
� -� - - - �
�.. � � -Y RP - T A f RT I�i
- � -�� - � _ � - - - - '��
��O ,��� BEG/N SPECIAL PROP 60" RCP-lll EXISTIII�G �; ��, 2 90
D/TCH GRADE RT STA 22f7/.9/ GROUND i! !
- - f ELEV = 295.T
fSEE SHEET 20 -Y3LPD- - - �
�� ELE►/ = 299.00' PROFILE FOR HYDRAULIC DATAJ � �
28� 28�
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

a
�
�
N
�
�
0
N
\
�
\
N
PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
LEGEND R-26s5� 20
, , , . _ _ _ — — — _ _ _ _ _ _ _ _ — — — — -- — — — — ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
3 �o D/TCH GRADE LT 0 ' ' ' ' ' _ - - - —Y3 L P D— - - - - - - -
��
0 - - � - - - - - - - - -- -- - - - - -- �
D/TCH GRADE RT - - - - - - - _ - - - _ - - _ _ - - - _ _ - - __ -_ - _ --_ - - -
� - _ - - - _ 'il 'i
- - - _ - - - - - - - --- -- __ _ - - - -- -- �
` SEE SHEET 6 FOR —Y3LPD— PLAN - _-- - - - - - - - - - - - �I
, �
UNDERCUT EXCA►/AT /ON � ' - _ _ - - _ _ _ ' - - - - - - -
360 �- - - - - _ _ - - - -- -- - I
� � _ _ -- _ __ _ _ �
- ---- __ _ - -
-- - - - -- -- - --- -- . - --- -- - -
�� �� �� '�
_ _ _ _ _ __ _ _ _ _ -- ---
- -- -----. -- -- -----._ ----
�� �� ���� �� �� ��� �� - - - - - - - - - - - - - - - - �,
. �, __ __ _ _ _ _ _ _ _ - - - - - - - �
__ . _ ._ . -- - - . _ _ - - - _ _ _ _ _ _ _ _ _ _ _ . _ -- - --- -- _ _ --- -. _ - -- -- - _ _ --- --- - -- �
,� �- , � - - �-- - - - - - - - - - - - - - - - - - - - - - - - �
350 _ _ _ _ _ _ _ _-- - - _- -_ _ _ - - _ _- -- - !
, -, �- - - . _ _ - - - _ _ _ _ _ _ _ _ _ _ _ - ---
� � � - �-a _ _ � �- - - _ _ - - - _ _ _ _ _ _ _ _ - - - - -_ - - -- - - - -- - - -- -- -_�
I �� ; _: I ! ' i ! � � _ - — _ _ _ _ _ — — — — — — — — — '
� BEGIN GRADE : � � � � _ �.�-- - _ - - - - -- --- - -- -- -- - - - -- -- -- _-� B ��TH E
_ - --- - - __ _ _ - - _ - - - _ - _ - - - -- - - - -- - - - - -- -- -- -- -- - - -- --
. . .
. .
- -Y3 LPD- STA 10 + 00.00 = � � . _ _ _ _ _ _ _ _ _ _ - - -- - - - - - - - - -- - - -��,
34� : -L- STA 106 + 52.05 (75' LT) I ', _� , ° _ _ _ _ _ - - _ _ _ - - - _ - _ - _ - - _ - -il
,
. _- : __
__ __ _. . _
__ . . __ . _ _ . �
�- 5 �-i 1-� i '� - - _ _ _ _ _ = = _ _ _ _ - = --- - - - - - -- ;
. . .
--- -- - -- --- - - -- --- --- -
�- - - - - - - - - - - - i, ■
- � - -- _ - - - - - - - - - - - - - - - - - -
,_ _ � _�� � � ; _ L _- _ Pl = l3+16.00 - - _ _ _ _ _ _ _ Pl = 15+96.00 - - - -_ -- _-- - - - - _- -_ --- _ - -- _- _- -�!�
�
. I �
� _� ` ' ' ' ' � - EL = 3/7.92' - EL = 320.1/'
- - -
- - - - -- - -- --- --- - - --- !
VC = 300' _ VC = 235' . __ . ___ --- -- -- -
i ii i; i i 1_ii ii - - - - - - - - - !,
� � -, . _ ❑ - _ K = l84 - _ - - K = ll4 � - - = PROPOSED _ _ _ - __ _ _ _ _ - !�
DS = 70 MPH DS = 55 MPH GRADE �
DOCUMENT NOT CONSIDERED FINAL
� � i �� , � � , . : � �__ - - - - _ __ _ _ _ _ _ _ - - - - - --- - -- --- - - -- - - - - -- 'i UNLESS ALL SIGNATURES COMPLETED
320 � - - - - 1+J0.7821% f-l1.277gy, _ - _-- - _- --_ - - --_-- -- - - ��,
_ _ _
—
, � -10.8449'/. � +J0.7821'/. — ' � , _ � �
� � � � � � �� � -� �
� � � �� � � � � � � ��� � � � �
310 � � � � � � � � � � � � � � � � � � � � � �-_-------_- ---_.___— _--__-__-� _ := __ __ �,� _--—---- ; _'�, '�, 310
� � �� � � � � �� � __
_,�..�_Y,�-"_.��, r .
i i i � � i � i i i i i i i i i i: i: � �� � � - �
ii i i ii i ii i i i i i iiii i i i i ii _ � i
�, i
� � � �� � �
li i i ii: i i I i i i iiil i i: II: i::i � i
I I I I I I I I I I I 1 I I I I I I I I - — I
i
i i i i ii i �
300 ; � EXISTING � �, 300
GROUND
i i i i i i � i i i i � i i i i i: i:: � i i i i i i i i i i i i i i i i i i i i �
i i i i i i i i i i i i
i i i i i i � i i i i �: i i i � i i: i:: � � � i i i i i i i i i i i i i i i i i i i i i �
290 �� ; � �,� � � � �; �; ���� � � �� � � �, 290
� I � I I I I I I I � I �: I I � � I I: � �: I I I I I I I I I I I I I I I I I I I I I I I I I I �
IIII II I I II I I II IIII I II II I I I
� � i: i � i �� i �i
I i i l i: i i I i I i l i i I I: i:: i i
i i i i i i i i i i i i i i i i i i i i
�-� -� - - - -- -- - -- - -- -- - - - - -- _ -_---_- _ _ _ _ -- __ .-. _ _ __-- _--- _ _-__ __ _. _ _-- _ -- _ . .-___ --__ _-_ _ _ _ _ __ . . _. _ _
28� _ _ , 28�
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
_ _
� � � � I I I � � I � � � � � � �: I:: I I I I I I I I I I I I I I I I I I I I I I I I I I i
370 �� � � �� � �. � � � � � ���� � � �� � � � ' 370
'I ",:. �� ',I i i li 'li. 'llii'I i II I� 'I 'I � — __ lil
—Y3 L P D— _
� i ii i i � i � iii � i i i � I�
360 ; � �, �, �, �, � �, ; � �, �, SEE SHEET 6 FOR —Y3LPD— PLAN � � � � � � � � � -Y3LPD- STA 33+O1.66 = � � � � � � � � I�, 360
-Y3- STA 27 + 77.43
i�i i i i iil .. ii �i i i i i i �i i i i �i �i i �i 'i E N D G RAD E i i i i i i i i �i
EL. 336.94' '
� � � � � � � � � � � � � -Y3LPD- STA 32 + 77.38 = �
I I I I I I I I I I I I I I I I I: I:: I I I I I I I I I I I I I I i
350 � i i � � � �: � � � � i � i i � � � � � � � -Y3- STA 27 + 69.63 (23' RT) __ ___ _ � 35�
� �'' '� '� �, ', ', ; '� '� � � EL. 33 .44' � � � � � � � � � � � � � � '�
6
�� i i �i � � � � i � i ���� � � � � � �
i i ii � � i i i i iiii . �
- - _
340 � � � � � � � � � � � � � � � PIPE HYDRAULIC DATA _ _ _______ ___ _� � � . � � � � � � � � � � � � I�� 340
' � � 225 LF 60 RCP lll fBURIED l) (+�2•0593� i
DESIGN DISCHARGE = 80.0 CFS
i � � i � � � i i � i �: i � � i PROPOSED i i i � � i i i i i i i i i i i i �
i i ii i ii i i i ii DESIGN FREQUENCY _ 50 YRS GRADE i (+)3•5��2 ° ;"-- i
i i i i i! i i i _ � i
_ ___ DESIGN HW ELEVATION - 300.5/ FT ♦
�� �� _ BASE DISCHARGE _ 110.0 CFS _ _ � � � ► _ I �
I
3 3 � : : : : BASE FREQUENCY = l00 YRS �' �� `�� I�, 3 3 �
� � � � � � � BASE HW ELEVATION = 30/036 FT � � � ,_
� � OVERTOPPING DISCHARGE = 3/0,0 CFS �
i i � �� �� _ i , I!
Pl = 24+86.00 OVERTOPPING FREQUENCY- �100 YRS ��
3 2 � ' EL _ 3�8 74' OV ERTOPPING ELEV AT lON = 3/1.60 FT ��
� �� �� �� • , '� 320
�� - 460' II�II � I II
u__��»__u K= 96 ��_�_����_�_i_i�_i_i_i_ i-i-i-i� N-i_i�_i_ /
J �,
_
� �
� DS = 50 tiIPH �+++++���+-� _ � _ � ' �,
,��, � — ,
. �
310 � _ _--- '� 310
02� — _ ` — — _ ► i
�,,`�6� r—�i.2775i . � c+�3•5� � - i
� �
, I —� ���� � � � � . '�
•� � � � . _ __ _ ___--- , ��—,--;� ; � �
_ _ .
�����_ �� �� _
— ' 300
300 � P � _ � � ^ , . — _ II EXISTI G '�
�,
BEG N 5 EC AL
D/TCH GRADE LT � , � ` / _ ', GROUI�1D '�
E�V = 305.T5' � ! ' � ' � i
�i i � , ,
— — — — ,. '
2 9� p TCH GRADE LT ,--- ��u- � SRA 25+64�, llI ��
-Y L - t � � � � ELEV - 296.0 2 9 �
E�EV = 308.70' _ : SEE SHEET 19 FOR DITCH DATA FROM
�
� � � � � � � j���� � � - - - - -Y3RPD- STA 23 + 50 TO 29 + 50 RT
28� (-Y3LPD- STA 26+68.67 TO 32+12.27) 28�
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

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PROJECT REFERENCE NO. SHEET NO.
FINAL ROADWAY PLANS
R-2635D 21
-
_ , . . . - _ _ - - - _ _ _ _ _ - - - ROADWAY DESIGN HYDRAULICS
� �� ': _ _ _ _ _ - - - - -
_ _ _ _ _ � _ ENGINEER ENGINEER
�� �� �� � � � �� �� _ _ _ _ _ _ _ D
_ — — — — — — — — 1 — — — —
a � � _� � __ — — �
� � , . , , � � __ _ -- — -- — -- . -- — _ _ __ ,
— �__ -- -- ——— — — — ——— — — — ——— — — ---— — —--- — — -- -- — — ---— — —,
� _ =1�f-; � ; � ; : : � :i� — - — — — — — — - - — -- — — —
- — — — — — — — — — _ - — — — --- -- __ — — — _ -- --
i I 1 . , I i I i : i _ _ __ - - - - - - - - - - - - -
_ _ - - - '
,.. r,. ,. - _ _ - - - - - - - - - - - �
SEE HEET F R D1 P
�_ , , _ �
-� � � - - - _ _ - - - _ _ - - - - - -- -- - - - - -- --
� � - , � �--� - ��� �+� � � �- - � _ _ --_ __ __ _ _ -- - --- -- _ ----- . - --- -- - - - ----- - - - I
� � �� ��� �� � �� �� �� . ,
_ __ _- � � _ _ _ _ _ ___ _ _ _ _ _ _ - --- -. -- - - - --- - - - --- --- -- -- --- --- - -- --- ;
.
: �� �� ���� f, �'� �; �,�� �� - _ - _ _ _ �- - - - - - - - - _ _
-,-,-� , - - - - -Dl- STA 10 + 00.00 = - - - - - ',
-_�, - _ _- - �-_ - - . __ _ _ - - _ - _ _ - - - -Y3- STA 27 + 71.10 - - -_ - _-- -_ - -- _-- -_ - _ -- _- _ - _ _-- -_ - - -- !�
; �- - - - - - - - - - - - �
�_ � � I �C— — — _ _ - — — — _ — . �
EL 336 90' --- - -- -
_ - - - - - - - -- -- -
�___ __ __� _ _ __ _ _ __ _� �- - - - - - - - _ _ _ _ _ °� BEGIN GRADE � � � - -- - - -- -- - - - -- - - - -_�
� � �� � ,
� _
_ - - -
_
_
- - - - - -
_ _ - - - - -
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_� � � : : � : : _ r-�-- - _ __ __ _ _ _ _ _ _ - __ _ ____ ___ __ _ __- ___ -__ __ _ -_ __ -- _-- __ ___ -� B l.. J T H E
+.
. .
, , ; , , , ; ; . -Y3- STA 27 + 98.97 (82.19 LT) __ �
, �
,
_ . : _ _ _ _ _ _ _ . _ = EL. - -
-
_ _ _ _ _ _ . _ . - -
_
360 �, �� �� � � �� ;; - _:, ;; - - - _ _ _ . - - - - - - - - _ - -�,
_------------ -
� � � , � � � � � ��� � � �
� . - - -- - - -- - -- - - -- - -
� � � _ _ _ _ _ _ _ i PROPOSED _ _ -- _ . . _ _ -- - - - - - - - - -- - - - �
��� . .
: �_ _ _ _ - GRADE - - - - - - - - - �, ■
_ , �_ _ .� _�i : � L; —_ — — _— — _ — — — _ — — — — — — — — + -- _-- — — — — _— —_ --- _ — -- -- -- —�i
/
.
im e orn
: � � P/ - //
� � � - � 60.00
350 _ _ -� _ _ _ -- - -- _ - - - --- - - - --- -- - -- - --- - -- --- - - - ---
_
_ _ _ _ _ _ I
EL = 338.05'
ii ii i; i i '�ii ii - - - - - - - VC = 30� - - - - - - - - !,
� : � -, . - _ _ _ _ _ - _ _ _ = 29 = _ - - - - _ _ - _- _ _ _ - �,
K : .
.
, _ � � i ��. � ' � � _ _ — —_ — — — — _ __ _ — —_ — — _i DS = 25 II�PH — — --- -- _ — — — — — --- — — — — — — — -- 'i UNLESS ALL S GNA URES COMPLETED
— — — _ _
— — — _ _ _ _ _ _ _
_ _ --- -- -- — — — — -- --
_ _ _
_._ _ i
_,��, ����
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—
— —
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——— —--
——— —--
_ _ _ _._
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� �� �� � �
� +)2b962 ' /, f -10.6203"/. �
i � i ii: i i � i �: ii � i: i::i �� � i i i i i i i i i i i i i i i i i i i i i �
i i i i i i i i i i i i � � i
� � � _ i
i � i i i:: i � i � i �: i i i � i i i � � i i i i i i i i i i i i i i i i i i i i i i i i
330 � �; �„ , � � �; �; � � � � � � � � � ----- � �, 330
-- - EXISTING ; ,
i�i i i'i 'i : �i 'i i i i i i �i i i i �i �i i �i 'i GROUI�ID ! i i i i i i i i i i i i i i i i i i i i i i i '
� �� � �� �� ��
�� � � �� � � � � � � ���� � � �� � � END GRADE '�
� i � �� � � � � i � i ��i � � � � �
32� � � � � -D1- STA 11 +76.12 , �, 320
� � �I �I - E L. 3 3 7. 95' �
i i i i i i � i i i i � i i i i i: i:: � i i i i i i i i i i i i i i i i i i i i i i i �
i i i i i i i i i i i � i
i i i i i i � i i i i � i i i i i: i:: � i i i i i i i i i i i i i i i i i i i i i i i I�
310 �� ; � �,� � � � �; �, ���� � � � ��. � � �, 310
� I � I I I I I I I � I �: I I � � I I: � �: I I I I I I I I I I I I I I I I I I I I I I I I I I �
IIII II I I II I I II IIII I II II I I I
� � i: i � i �� i �i
I i i l i: i i I i I i l i i I I: i:: i i
i i i i i i i i i i i i i i i i i i i i
�-� -� - -- - -- -- -- - -- -- - - - - -- _ -_---_- _ _ _ _ -- __ .-. _ _ __-- . ---- - -----__ _ _. _ _-- _ -- _ . .-___ --__ _-_ _ _ _ _ __ . __ .-_ _
300 _ _ , 300
10+00 11 +00 12 +00
� � � � I I I � � I � � � � � � �: I:: I I I I I I I I I I I I I I I I I I I I I I I I I i
II I I II II II I I I I I IIII I I II I II I
II ��I �� I�I I I li III. Illiill I II II I III _ - lil
_D2_
� i ii i i � i � iii � i i i I,
� � '„' ,, � � � � � � SEE SHEET 6 FOR -D2- PLAN � � � � � � � � � � � � � � � � � � � � � � ��
� � � ��. I� I� � � � � ��� � �: �::I� ' i i i i i i i i i i i i i i i i i i i i i i I�
ii i i ii i i i i i i i iiii i i i i i i
i i i I� � i � i i i i � i i i i i: i:: � i i i i i i i i i i i i i i i i i i i i i i i i I�
I i I I li li I I I I I l i i l I I I I I li i
� � � � �� �� ', ', ', i �� �� i i i i i i i i i i i i i i i i i i i i i i i i ��
� � i � � � � � � � i � i � � i � � � � � � -D2- STA 10 + 00.00 = �
� � � �� � � � � � � ���� � � �� � � -Y3-STA 40+10.86 �
EL. 338.58' �
i i i i i i i i i i i i i , i i i i I I I I I I I I I I �
-- BEGIN GRADE '
i � � i� � � i i � i �: i�� i i: i::� -D2-STA 10+73.12 = i i i i i i i i i i i i i i i i i i i i i I�
i i i i iiii i i ii i ii ii
i ii i i i � ii ii ii -Y3- STA 40 + 06.59 (73' LT)
� - - -_ � � � _y
-
36� �� �' : � : � - EL.340.08' I� 36�
� �� � � � � � '�
i �
� � � � � � - �
� � � �� �� � � �� � � �� ' _ _ PI= ll+14.00 _
� � � - EL = 338.87' END PAVEMENT
3 5 0 �i �� � � � � i i ii i i � � � - , �/C = 70' -D2- STA 11 + 47. 97 'i 3�J �
� . - K = /3 EL. 335.98' '�
i i i — i
� - DS = 25 ti1PH Pl = 12+24.00 ',
� � � � � � PROPOSED
� � � � � � � � � - EL = 329.52' ' ',
340 � � � � � : : , , VC = �40' cRAOE _ '� 340
� � � � (+)2.05i4�• K= 27 END GRADE '�
-�-�� -�'-�� � DS = 25 MPH -D2- STA 12 + 94.00 - '�
i i ii ii ii � i i ii -� i ii ii - - `♦ _^r �2.959g, ��JB EL.327.12' '
� � _ �S .
- - � ► OO�� �
�
330 �, - - - _ _ �; 330
, , , � - �,
� � � ' - - r-�3 ;
.4286y - _ �
. -
; �, I I �; � - - - EXISTING � '�,
GROUND -- -- .� �
2 '' !' '! ' ! �u_ � ! : !! I�! - - - -- — . -- � 2
3 0 3 0
� � � � � '�
; : _ _ �I
i i ii ii ii � i i ii i i ii ii _ _ _
310 310
10+00 11+00 12+00 13+00