20210588 Ver 1_U-5747_McCrimmon_PCN_CoverLetterPackage_REV_20220301_20220401

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION FIVE
2612 N. DUKE STREET
DURHAM, 27704
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
2612 N. DUKE STREET
DURHAM, 27704

April 1, 2022

Mr. Andy Williams
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

Mr. Rob Ridings
NC Division of Water Resources
Transportation Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604

Subject: Nationwide Permit 14 Application
TIP# U-5747, McCrimmon Parkway Grade Separation, Widening, and Improvements
SAW-2017-01229
Morrisville, Wake County, NC

Dear Mr. Williams and Mr. Ridings:

The North Carolina Department of Transportation (NCDOT) Division 5 proposes to widen
McCrimmon Parkway, convert the North Carolina Railroad (NCRR) and Chapel Hill Road (NC
54) intersection to a grade separated crossing, and upgrade the Davis Drive intersection and the
Church Street intersection to improve pedestrian, biker, and vehicle safety, and to reduce
congestion along McCrimmon Parkway in Morrisville, Wake County, NC.

Kimley-Horn staff delineated the project study area in May 2017, September 2018, and
November 2019 and identified two jurisdictional streams (SB and SF) and five jurisdictional
wetlands (WB, WBG, WG, WH, and WJ). A Preliminary Jurisdictional Determination (SAW-
2017-01229) was issued by James Lastinger of the USACE on May 11, 2020. A Buffer
Determination was issued by Rob Ridings of NCDWR on March 4, 2019.

Permanent impacts to wetlands WBG, WG, WH, and WJ will result from the proposed project.
Permanent impacts to wetland WBG at Impact Site 1 will result from the pro posed roadway fill,
toe protection, and mechanized clearing necessary to widen and realign McCrimmon Parkway.
Permanent impacts to wetlands WG and WH at Impact Site 2 will result from the replacement
and extension of an existing culvert to allow for downstream flow below the widened section of
McCrimmon Parkway and from the mechanized clearing necessary for construction. Permanent
impacts to wetland WJ at Impact Site 3 will result from the installation of a rip rap dissipator pad
at an existing culvert outlet and from the mechanized clearing necessary for the installation.
DocuSign Envelope ID: 335F062C-E81F-433E-A67F-28EBA1FBC6E0

Additionally, unavoidable permanent impacts to the buffer associated with stream SF (UT to
Crabtree Creek) will result from the necessary relocation of an existing sanitary sewer line and
easement which crosses McCrimmon Parkway perpendicularly. Per the Neuse River Basin Buffer
Rule: Table of Uses, Utility - Sewer Lines - New Line/Installation Activities - Impacts other than
perpendicular crossings (ii), Zone 1 impacts to less than 2,500 square feet when impacts are
solely the result of tying into an existing utility line and when grubbing or grading within 10 feet
immediately adjacent to the surface water is avoided are considered "Allowable Upon
Authorization".

Compensatory mitigation has been proposed for unavoidable permanent impacts to wetlands at a
2:1 ratio. To offset these losses, wetland credits have been reserved through the NC DEQ
Division of Mitigation Services (DMS) In-Lieu Fee program. The acceptance letter from DMS
has been included as part of this application.

To assist with the processing of this application, the following information has been appended to
this cover letter:

APPENDIX DOCUMENT ePCN
SECTION
Appendix 1
• Figure 1: Vicinity Map
• Figure 2: USGS Topographic Map
• Figure 3: Jurisdictional Features Map
• Figure 4: NRCS Soil Survey of Wake County
Section C (1-4)
Appendix 2 • Preliminary Jurisdictional Determination (SAW-2017-01229)
• Buffer Determination Letter Section C (5)
Appendix 3 • TIP U-5747 Permit Impact Drawings
• TIP U-5747 Plan Sheets Section D
Appendix 4 • NCDMS ILF Mitigation Acceptance Letter Section E (2)
Appendix 5 • TIP U-5747 MCDC (12/19/2018)
• TIP U-5747 Consultation (12/11/2020) Section G (1)
Appendix 6
• USFWS Aquatic Species No Effect Concurrence (12/2/2020)
• Michaux’s Sumac Survey Letter (6/18/2021)
• Red-Cockaded Woodpecker Letter (6/29/2021)
Section G (5)
Appendix 7
• NCDOT Historical Architecture and Landscapes No Survey
Required Form (12/14/2020)
• NCDOT Archaeology Group No Archaeological Survey
Required Form (12/23/2020)
• Catawba Indian Nation Letter (12/9/2019)
Section G (7)

If you have any questions or need additional information, please contact me at [phone] or
[e-mail]. Your early review and consideration will be greatly appreciated.

Sincerely,

Chris Murray, SPWS
Division 5 Project Engineer – Planning & Environmental

DocuSign Envelope ID: 335F062C-E81F-433E-A67F-28EBA1FBC6E0

Appendix 1
Section C (1-4)
-
TIP U-5747 Figures

""54
§¨¦40
Wake County
""540
""540
Cary
Kit Creek St
i
r
r
up
I
r
on Cr
eekCrabtree CreekBrier CreekM o r r is B r a n c h
Figure 1: Vicinity Ma pTIP # U-57 47McCrimmon Parkway Grade Sep erationMorrisville, Wa ke Co unty, NCMarch 202 2
!I
Wa ke Co unty
To wn ofMorrisville
0 0.5 1Miles
Legend
To wn of Morrisville
To wn of Cary
Wa ke Co unty
Project Stu dy Area
Figure 2: USGS Topographic MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NCMarch 2022
!I
Legend
Project Study Area
0 1,200 2,400Feet
WBG
WB
K o p p e rsRdMcCrim m o n P kw yOldMaynar
d
Rd
Dav
i
s
Dr
Tra b ur Ct
VailCt Corsair DrL a ttn e rCtRexmoreCt LibertyRose Dr
Rut hwi n D r
BrightSandCtElmhavenWayHarri
sMill
R
dParksideValleyDr
Town Hall Dr
Sprin g G a rd
enDr
ElshurWayMadison Heights WayFreepo rtDrCanyo n L
a
keCirShadowMounta
inLnBrentfieldLp
F
a
m
ily F
ar
m

R
dAutumnDayDr
W interWalkCir
LakeGrove
Blvd
Figure 3.1: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NCMarch 2022
!I
Legend
Non-Wetland Waters of the US (Streams)
Wetland Waters of the US
Project Study Area
0 550 1,100Feet
WG
WH
WI
SD
SB
LibertyRose DrHarrisMill
R
d Town Hall Dr
Sprin g G a rd
enDr
F
a
m
ily F
ar
m

R
dAutumnDayDr Ch
u
rc
h
S
t
McCrimmon PkwyPerim eterP arkDrFigure 3.2: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NCMarch 2022
!I
Legend
Non-Wetland Waters of the US (Streams)
Wetland Waters of the US
Project Study Area
0 550 1,100Feet
WG
WI
WJ SF
SD
B a r b e e R d
Ch
u
r
c
h
S
t
McCrimmon PkwyAirport BlvdWatkins Rd
Trans Air Dr
Perim eterP arkDrFigure 3.3: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NCMarch 2022
!I
Legend
Non-Wetland Waters of the US (Streams)
Wetland Waters of the US
Project Study Area
0 550 1,100Feet
Figure 4: NRCS Soil Survey MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NCMarch 2022
!I
Legend
Project Study Area
0 1,200 2,400Feet

Appendix 2
Section C (5)
-
Preliminary Jurisdiction Determination

Buffer Determination Letter
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2017-01229 County: Wake U.S.G.S. Quad: NC- Cary

NOTIFICATION OF JURISDICTIONAL DETERMINATION

Requestor: NCDOT Division 5
Chris Murray
Address: 2612 North Duke Street
Durham, NC 27704
Telephone Number: 919-220-4633
E-mail: [e-mail]

Size (acres) 71 Nearest Town Cary
Nearest Waterway Kit Creek River Basin Neuse
USGS HUC 03030002 Coordinates Latitude: 35.8410
Longitude: -78.8455
Location description: The project site is an approximately 71 acre corridor located along McCrimmon Parkway from Chapel
Hill Road to Davis Drive, near the town of Morrsiville, Wake County, North Carolina. NCDOT TIP U-5747.

Indicate Which of the Following Apply:
A.PreliminaryDetermination
܈ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 5/7/2020. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination

܆ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
܆ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
܆The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
SAW-2017-01229
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
܆The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 ext 32 or
[e-mail].

C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 05/11/2020.
D. Remarks: None.

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)

This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________

Date of JD: 05/11/2020 Expiration Date of JD: Not applicable
SAW-2017-01229
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Agent: Kimley Horn
Jason Hartshorn
Address: 421 Fayetteville Street, suite 600
Raleigh, NC 27601
Telephone Number: 919-678-4155
E-mail: [e-mail]

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: NCDOT Division 5, Chris Murray File Number: SAW-2017-01229 Date: 05/11/2020
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܆ APPROVED JURISDICTIONAL DETERMINATION D
܈ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: James Lastinger
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: James Lastinger , 69 Darlington Avenue, Wilmington, North
Carolina 28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 05/11/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: NCDOT Division 5, Chris Murray, 2612
North Duke Street, Durham, NC 27704
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, U-5747, SAW-2017-01229
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is an approximately
71 acre corridor located along McCrimmon Parkway from Chapel Hill Road to Davis Drive, near the town of
Morrsiville, Wake County, North Carolina. NCDOT TIP U-5747.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Wake City: Cary
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.8410 Longitude: -78.8455
Universal Transverse Mercator:
Name of nearest waterbody: Kit Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):

܆Office (Desk) Determination. Date:
܈Field Determination. Date(s): April 16, 2019
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION

Site
number

Latitude

Longitude
Estimated
amount of
aquatic
resource in
review area

Type of
aquatic
resource
Geographic
authority to
which the aquatic
resource “may
be” subject
WB 35.835245 -78.854054 0.01 acres wetland Section 404
WBG 35.834806 -78.853286 0.61 acres wetland Section 404
WG 35.843837 -78.840882 0.08 acres wetland Section 404
WH 35.843568 -78.840538 0.06 acres wetland Section 404
WJ 35.847327 -78.835291 0.02 acres wetland Section 404
SB 35.841073 -78.845309 3 Linear Feet non-wetland Section 404
SF 35.847480 -78.834124 2 Linear Feet non-wetland Section 404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when

they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non-reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
܈Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: attached dated May 7, 2020 (4 sheets)
܈Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:

܈Office concurs with data sheets/delineation report.
܆Office does not concur with data sheets/delineation report. Rationale:
܆Data sheets prepared by the Corps:
܆ Corps navigable waters' study:
܈U.S. Geological Survey Hydrologic Atlas:
܈USGS NHD data:
܆USGS 8 and 12 digit HUC maps:
܈U.S. Geological Survey map(s). Cite scale & quad name: Cary Quad
܈Natural Resources Conservation Service Soil Survey. Citation: Wake County, 1970
܈National wetlands inventory map(s). Cite name: USFWS NWI
܆State/local wetland inventory map(s):
܈FEMA/FIRM maps: NC FIRM maps
܆100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
܈ Photographs: ܈ Aerial (Name & Date): NC Orthoimagery 2017
or ܆ Other (Name & Date):
܆Previous determination(s). File no. and date of response letter:
܆ Other information (please specify):

IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.

Signature and date of Regulatory
staff member completing PJD
05/11/2020

Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable) 1

1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
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St
Davis DrStellaC t
HarrisMillRdWinte r WalkCirBrentfieldLpTrianglePkwyLakeG ro v e B lv d FairviewAveParksideValleyDrTow n H a llD rGreen DrPerimeterParkDrTrans Air DrInternationalDrFigure 3: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NC!ILegendNon-Wetland Waters of the US (Streams)Wetland Waters of the USProject Study Area0 1,350 2,700Feet0D\
WBGWBKoppersRdMcCrimmonPkwyOldMaynard R d
D a v is D r
Trabur CtVailCtCorsair DrLattnerCtRexmoreCtLibertyRoseDrRuthwinDrBrightSandCtElmhavenWays M illR dParksideValleyDrTown Hall DrSpringGard e n D r
ElshurWayMadison Heights WayFreeportDrCanyonLa k e C irShadowMountainLnBrentfieldLp Family
F
ar
m
R
d
AutumnDayD r
WinterWalkCirLakeGroveBlvdFigure 3.1: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NC!ILegendNon-Wetland Waters of the US (Streams)Wetland Waters of the USProject Study Area05501,100Feet
WGWHWISDSBLibertyRoseDrH a r r i s M illR dTown Hall DrgGard e n D r
Famil
y
F
ar
AutumnDayD r
C h u rc h S tMcCrimmon PkwyPerimeterParkDFigure 3.2: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NC!ILegendNon-Wetland Waters of the US (Streams)Wetland Waters of the USProject Study Area05501,100Feet
WGWIWJSFSDBarbee RdC h u rc h S tMcCrimmon PkwyAirport BlvdWatkins RdTransAirDrPerimeterParkDrFigure 3.3: Jurisdictional Features MapTIP # U-5747McCrimmon Parkway Grade SeperationMorrisville, Wake County, NC!ILegendNon-Wetland Waters of the US (Streams)Wetland Waters of the USProject Study Area05501,100Feet

March 4, 2019

To: Chris Murray, NCDOT Division 5

From: Rob Ridings, NC Division of Water Resources, Transportation Permitting Branch

Subject: NCDOT Project: TIP No. U-5747. Unnamed features along SR 1635, Wake County,
Jordan & Neuse Basins.

Determination for Applicability to the Neuse Buffer Rules (15A NCAC 2B.0233) or Jordan Buffer Rules (15A NCAC
2B.0267); and the stream Mitigation Rules (15A NCAC 2H.0506[h]).

Dear Mr. Murray:

On February 13, 2019, NC Division of Water Resource received your request to confirm your on-site determinations
of various drainage features at the above-referenced project for applicability to the Neuse & Jordan Buffer Rules and
the Stream Mitigation Rules. The drainage features are approximated on referenced Jurisdictional Determination
package received by DWR.

NCDWR has confirmed that the drainage features labeled below are as follows:
SA (35.838904, -78.846468): Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.
SB (35.841000, -78.845): Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.
SC (35.843000, -78.839): Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.
SD (35.845066, -78.837917): Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.
SE-Int: (35.848000, -78.838: Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.
SE-Per: (35.847686, -78.837899): Perennial. Subject to Buffer Rules. Subject to Mitigation Rules.
SF: (35.847475, -78.834366): Perennial. Subject to Buffer Rules. Subject to Mitigation Rules.
SH: (35.849037, -78.836346): Intermittent. Subject to Buffer Rules. NOT Subject to Mitigation Rules.

No other stream or buffer sites were identified in the field. Also, this letter only addresses applicability to the Neuse
and Jordan Buffer Rules, and stream Mitigation Rules at the sites specifically marked on the referenced maps and
does not apply to reaches of the channels further downstream from the NCDOT project area, or to any other
drainage features in the vicinity.

This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve any
activity within the buffer, Waters of the United States, or Waters of the State. Any impacts to wetlands, streams and
buffers must comply with the Neuse Buffer Rules, , Jordan Buffer Rules, 404/401 regulations, water supply
regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations. Please be aware that
even if no direct impacts are proposed to the protected buffers, sheet flow of all new stormwater runoff as per 15A
NCAC 2B.0233 is required.

The owner (or future owners) or permittee should notify NCDWR (and other relevant agencies) of this
determination in any future correspondences concerning this property and/or project. This on -site determination
shall expire five (5) years from the date of this letter.

Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local Authority that a
surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A
request for a determination by the Director shall be referred to the Director in writing c/o Amy Chapman, NCDWR
Transportation Permitting Branch, 1617 Mail Service Center, Raleigh, NC 27699 -1617.

Individuals that dispute a determination by NCDWR or Delegated Local Authority that “exempts” a surface water
from the mitigation rules may ask for an adjudicatory hearing. You may obtain the petition form from the office of
Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60)
days of receipt of this notice and the date the affected party (including downstream and adjacent landowners) is
notified of this decision. A petition is considered filed when it is received in the office of Administrative Hear ings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between
the hours of 8:00am and 5:00pm, except for official state holidays. The original and one (1) copy of the petition
must be filed with the Office of Administrative Hearings.

The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:

Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]

A copy of the petition must also be served on DEQ as follows:

Mr. Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center

This determination is final and binding unless you ask for a hearing within 60 days.

If you have any additional questions or require additional information please call Rob Ridings at 919-707-3873.

Appendix 3
Section D
-
TIP U-5747 Permit Impact Drawings

TIP U-5747 Plan Sheets
(Version 2.08; Released April 2018)
50167.1.1 TIP No.:U-5747 County(ies):Wake Page 1 of 3
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2041 Existing: Year:
Aquatic T&E Species?No Comments:
No No
N/A
50167.1.1 TIP No.:U-5747 County(ies):Wake
Wetlands within Project Limits?
Nutrient Sensitive Waters (NSW)
None
None
Supplemental Classification:
Urban/Residential
Crabtree Creek
Cape Fear
27-33-1
21.1
2.11 miles
Project Description
Proposed Project
NeuseRiver Basin(s):
City/Town:
46.1
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Durham, NC 27704
Address:
3/24/2022
WakeMorrisville
Heather Montague
2612 N Duke Street
WBS Element:
WBS Element:
Bryan Vickery, P.E.NCDOT Contact:
(919)-220-4600
421 Fayetteville Street Suite 600
Raleigh, NC, 27601
Contractor / Designer:
(919)-653-2905
Kimley-Horn
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Division 5 Address:
General Project Information
U-574750167.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
None
This is a Division 5 managed project. Existing drainage patterns to be maintained to the best extent practical. Drainage systems were sized to accommodate future
development where it was applicable. The following items were incorporated for the minimization of water quality impacts:
-Alignment was designed to minimize wetland impacts
-2:1 slopes were used where appropriate to reduce structure length and minimize wetland impacts
-Grassed swales were utilized to the maximum extent practical.
-Existing systems were retained to the maximum extent possible.
-Outlet protection was used to help reduce peak flow and minimize water quality impacts.
NeuseBuffer Rules in Effect:
None
18,025 vpd
U-5747: 2 @ 11' travel lanes, increasing to up to 6 lanes at the intersection with Davis
Drive and addition of a bike lane. Grade Separation will occur over NC 54.
Davis Drive expands up to 11 lanes at the intersection with U-5747.
Waterbody Information
2021
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
U-5747: Between 1-4 12' lanes, mix of 2' 6" Curb and Gutter and Shoulder Sections.
26,525 vpd
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
WBS Element:
(Version 2.08; Released April 2018)
WBS Element:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Page 2 of 3
Aquatic T&E Species?Comments:
No N/A
N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Impairments:None
Other Stream Classification: None
NRTR Stream ID:
Water Supply V (WS-V) Primary Classification: NCDWR Surface Water Classification for Water Body Supplemental Classification:
16-41-1-17-2-(0.3)
Nutrient Sensitive Waters (NSW)
Kit Creek NCDWR Stream Index No.:
Additional Waterbody Information
Buffer Rules in Effect:Jordan Lake
Surface Water Body (2):
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
(%)
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
26+00 -Y2- (RT)
30+50 -Y2- (RT)
30+00 -L- (LT)
32+35 -L- (LT)
12+00 -Y9- (LT)
13+00 -Y9- (LT)
107+50 -L- (LT)
107+83 -L- (LT)
107+83 -L- (LT)
110+03 -L- (LT)
No
No
No
No
No
(1)Crabtree
Creek
(1)Crabtree
Creek
(1)Crabtree
Creek
(2)Kit Creek
(2)Kit Creek
113.0
No1.10.4 36
0.90% 1.6
1.4
1.430 0.23.03%
1.6220
0.0
0.0
4.0
0.619 1.05%
0.2
0.80.0 3.0 3.0
3.0
1.1
3.0
1.00% 0.3
0.2
3.0
U-5747:
Between 1-4
23
5
0.4 1.2
0.1
No
No
1.5
0.6
11 0.0
9
1.1
1.5
5 225
100
0.50%
12 0.0 4.0 3.0 1.1 113
4.0 No
1.7 No
0.7
0.2
2.0
Site Station Structure
No.(From/To)Size / Type
1 17+75/17+80 -Y12- RT Proposed Utility x 683 16 699
683 16 699 0 0 0 0 0
NOTES:
Revised 2018 Feb SHEET 4 OF 4
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
WAKE COUNTY
U-5747
50167.1.1
ALLOWABLE MITIGABLE
3/24/22
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
(Version 2.08; Released April 2018)
50167.1.1 TIP No.:U-5747 County(ies):Wake Page 1 of 3
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2041 Existing: Year:
Aquatic T&E Species?No Comments:
No No
N/A
50167.1.1 TIP No.:U-5747 County(ies):Wake
Wetlands within Project Limits?
Nutrient Sensitive Waters (NSW)
None
None
Supplemental Classification:
Urban/Residential
Crabtree Creek
Cape Fear
27-33-1
21.1
2.11 miles
Project Description
Proposed Project
NeuseRiver Basin(s):
City/Town:
46.1
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Durham, NC 27704
Address:
3/24/2022
WakeMorrisville
Heather Montague
2612 N Duke Street
WBS Element:
WBS Element:
Bryan Vickery, P.E.NCDOT Contact:
(919)-220-4600
421 Fayetteville Street Suite 600
Raleigh, NC, 27601
Contractor / Designer:
(919)-653-2905
Kimley-Horn
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Division 5 Address:
General Project Information
U-574750167.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
None
This is a Division 5 managed project. Existing drainage patterns to be maintained to the best extent practical. Drainage systems were sized to accommodate future
development where it was applicable. The following items were incorporated for the minimization of water quality impacts:
-Alignment was designed to minimize wetland impacts
-2:1 slopes were used where appropriate to reduce structure length and minimize wetland impacts
-Grassed swales were utilized to the maximum extent practical.
-Existing systems were retained to the maximum extent possible.
-Outlet protection was used to help reduce peak flow and minimize water quality impacts.
NeuseBuffer Rules in Effect:
None
18,025 vpd
U-5747: 2 @ 11' travel lanes, increasing to up to 6 lanes at the intersection with Davis
Drive and addition of a bike lane. Grade Separation will occur over NC 54.
Davis Drive expands up to 11 lanes at the intersection with U-5747.
Waterbody Information
2021
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
U-5747: Between 1-4 12' lanes, mix of 2' 6" Curb and Gutter and Shoulder Sections.
26,525 vpd
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
WBS Element:
(Version 2.08; Released April 2018)
WBS Element:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Page 2 of 3
Aquatic T&E Species?Comments:
No N/A
N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Impairments:None
Other Stream Classification: None
NRTR Stream ID:
Water Supply V (WS-V) Primary Classification: NCDWR Surface Water Classification for Water Body Supplemental Classification:
16-41-1-17-2-(0.3)
Nutrient Sensitive Waters (NSW)
Kit Creek NCDWR Stream Index No.:
Additional Waterbody Information
Buffer Rules in Effect:Jordan Lake
Surface Water Body (2):
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
(%)
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
26+00 -Y2- (RT)
30+50 -Y2- (RT)
30+00 -L- (LT)
32+35 -L- (LT)
12+00 -Y9- (LT)
13+00 -Y9- (LT)
107+50 -L- (LT)
107+83 -L- (LT)
107+83 -L- (LT)
110+03 -L- (LT)
No
No
No
No
No
(1)Crabtree
Creek
(1)Crabtree
Creek
(1)Crabtree
Creek
(2)Kit Creek
(2)Kit Creek
113.0
No1.10.4 36
0.90% 1.6
1.4
1.430 0.23.03%
1.6220
0.0
0.0
4.0
0.619 1.05%
0.2
0.80.0 3.0 3.0
3.0
1.1
3.0
1.00% 0.3
0.2
3.0
U-5747:
Between 1-4
23
5
0.4 1.2
0.1
No
No
1.5
0.6
11 0.0
9
1.1
1.5
5 225
100
0.50%
12 0.0 4.0 3.0 1.1 113
4.0 No
1.7 No
0.7
0.2
2.0
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In 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 30+70 / 33+00 -L- Roadway Fill, EC Basin Maint. 0.15 0.03
2 80+94 / 82+00 -L- 2 @ 36" RCP 0.12 0.04
3 15+81/15+92 -Y12- Rip Rap Stabilization < 0.01 < 0.01

TOTALS*: 0.28 0.08 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 12 OF 12

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
WAKE COUNTY
U-5747
50167.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/28/22
DB 2298 PG 198100' CP&L EASEMENT
GAS EASEMENT BOUNDARIES
DOMINION ENERGY APPROX.
EASEMENT BOUNDARIES
APPROX. WATER & SEWER
WBG 111
WBG 110
WBG 109
WBG 107
WBG 106
WBG 104
WBG 103
WBG 102
WBG 101
WB 6 WB 5
WB 7
WB 4
WB 8
WG 1
WG 2
WG 5
WG 4
WG 3
WH 3 WH 2 WH 7
WH 6
WH 5
WH 4
WI 2
WI 3
WI 1
WI 4
WI 9
WI 8
WI 5
WI 7
WI 6
EOSAT&T Corp.900 pr
AT&T Cor
p.600 pr
AT&T Corp.EOI
EOI
EOIEOI
EOI
EOI
EOIEOI TO LOOPOLD METERTSI
NV=344.95'
IN
V=343.81'
IN
V=343.95'
IN
V=344.40'
I
NV=345.26'
I
NV=345.28'
9.65' LT
18+02.63
EL
V. 369.12'6" F
BE
T
H 11-1G
21.09' LT21+50.79
E
LV. 375.92'6" F
BE
T
H 11-2
G74.07' RT26+33.83ELV. 381.65'8" FBE
T
H 3-2
G10.97' RT
35+03.01ELV. 384.42'
1" PL
ASTICTH 3-3
G6.39' LT37+31.70ELV. 381.03'6" F
BET
H 12-1
G7.17' LT
40+81.99
EL
V. 374.72'6" F
BETH 12-2
G4.09' LT42+12.26
EL
V. 369.84'6" F
BE
T
H 12-3
G12.66' RT
12+74.06ELV. 366.74'
8" PL
AS
TICTH 2-1G
33.34' RT
14+62.44
EL
V. 369.24'
8" P
LASTICTH 2-2
G44.57' RT17+96.64
EL
V. 371.06'
8" PL
AS
TICTH 2-3
G35.52' RT
20
+49.04
EL
V. 381.58'
8" P
LASTICTH 2-4
G43.11' LT
24+75.52
EL
V. 385.86'
8" P
LASTICTH 3-1
G15.43' LT15+34.93
EL
V. 368.79'16" DIP
T
H 2-1W
44.83' L
T24+66.78ELV. 379.07'16" DIP
T
H 3-2
W48.36' RT28+24.13ELV. 382.02'12" DIP
T
H 3-1W 26.80' LT14+09.74ELV. 356.01'12" DIPTH 11-1W
41.91' RT38+99.49ELV. 381.59'16" DIPTH 12-1W
52.66' RT40+31.05ELV. 377.89'
14" S
TEEL S
LEE
VE
T
H 12-2
W56.32' LT30+00.40
EL
V. 370.19'16" DIPTH 3-3W
18.34' LT35+15.45ELV. 366.50'16" DIP
T
H 4-1W 11.59' LT
43+07.80ELV. 374.32'16" DIPTH 4-2
W49.13' LT42
+36.68
EL
V. 375.00'
8" P
LASTICTH 4-1
G31.63' LT
46+13.33ELV. 377.48'
8" PL
ASTICTH 4-2
G31.56' RT
48+26.60ELV. 369.81'10" DIPTH 5-1SS
40.82' RT49+12.98ELV. 367.94'12" DIPTH 5-2
W26.14' RT
51+85.66
EL
V. 360.08'10" DIPTH 5-3S
S
25.12' LT
51+85.08
EL
V. 361.26'
8" P
LAS
TI
CT
H 5-1G
1.00' LT
51+87.88
EL
V. 360.17'16" DIPTH 5-4
W6.95' LT
14+90.66ELV. 356.65'8" DIP
T
H 5-5
W71.97' LT53+22.09ELV. 364.17'
4" P
LASTICTH 5-2
G53.14' LT53+80.37
EL
V. 361.57'12" P
VCTH 5-6W
40.43' LT58+75.46ELV. 354.23'6" DIPTH 5-7
W
40.64' LT59+13.31ELV. 354.95'
8" PL
ASTICTH 6-1G 22.77' LT62
+58.51ELV. 348.40'6" F
BETH 6-3
G56.06' LT
62+02.32ELV. 352.06'12" P
VCT
H 6-1W
9.78' LT
62+49.46ELV. 349.95'16" DIP
T
H 6-2
W22.22' RT
62+33.35
E
LV. 349.26'12" DIPTH 6-3SS
54.34' LT78
+14.39ELV. 362.64'6" F
BE
T
H 7-1G
62.15' LT78+69.63ELV. 362.16'6" F
BET
H 7-2
G59.24' LT
78
+65.58
EL
V. 359.75'12" DIP
T
H 7-1W
5.98' LT
80+39.87ELV. 353.08'16" DIPTH 7-2
W10.91' LT80+40.64ELV. 352.48'6" FBE
T
H 7-3
G10.88' RT81+51.94ELV. 351.51'16" DIPTH 7-3W
45.17' RT
81+46.95ELV. 353.57'
4" WRAPPE
D S
TEELTH 7-4
G93.21' RT
84+34.22ELV. 355.49'16" DIPTH 8-1W 40.90' LT16+06.64ELV. 354.49'12" DIPTH 9-1W
33.08' LT
17+20.90ELV. 353.71'12" DIP
T
H 9-2W
9.95' RT17+94.97
EL
V. 355.60'12" DIP
T
H 9-3W
31.28' RT
108+52.67
EL
V. 355.60'12" DIPTH 10-1W
G21371.39TH6-2
G52.06' LT62+00.30ELV. 353.25'
2" PL
AS
TIC
T
H 6-2
GDB 16450 PG 1276PERMANENT UTILITY EASEMENT
EASEMENT
UTILITY & DRAINAGE
PERMANENT
DB 16450 PG 1276EASEMENTPERMANENT DRAINAGE
DB 16450 PG 1276EASEMENTPERMANENT UTILITY
DB 16450 PG 1276EASEMENTPERMANENT DRAINAGE
DB 16450 P
G 1276
EAS
EME
NT
PE
RMANE
NT DRAIN
AGE
DB 16450 P
G 1276EASEMENT
P
ERMANENT DRAIN
AGE
DB 16450 PG 1276
PERMANENT DRAINAGE EASEMENT
DB 16450 PG 1276PERMANENT UTILIT
Y EASEMENTDB 16450 PG 1276EASEMENTDRAINAGEPERMANENTPERMANENT UTILITY EASEMENT
E
ASEMEN
TPERM
ANE
NT DR
AIN
AGEStirr
u
p
0
0
0
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0 DEPARTMEN
T
O
F
TRA N S PORTATIONSTATE O F NORT
H CAR
O
LI
NAVICINITY MAP
THE NCDOT BY:
PLANS PREPARED FOR
502550
50 25 50
5 5 10
ROADWAY DESIGN ENGINEER
2018 STANDARD SPECIFICATIONS
C 2021
100
10009/08/992.5
PROFILE (HORIZONTAL)3/5/2021CONTRACT: PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
50167.1.1
U-5747 DESIGN DATA
U-5747
TIP PROJECT: U-5747P.E.
WAKE COUNTY
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
(DAVIS DRIVE) TO PERIMETER PARK DRIVE
SR 1635 (MCCRIMMON PARKWAY) FROM WEST OF SR 1613
NCDOT HIGHWAY DIVISION 5
PROJECT MANAGER
T =
AADT =
=
D =
V =
K
=AADT 456
7 8
9
10 11 12
13U-5747
PROJECT
BEGIN
U-5747
END PROJECT
TO
WN HALL DR
DAVI
S DRAIRPORT BLVDCHAPEL HI
LL RDC
HUR
C
H
S
T
MCCRIMMON PKWY
147
TOWN LIMITS
CARY
TOWN LIMITS
MORRISVILLE
2021 18025
265252041
9%
65%
1%
50 MPH TOWN LI
MI
TSCARYTOWN LI
MI
TSMORRI
S
VI
LLETOWN LI
MI
TSCARYTOWN LI
MI
TSMORRI
S
VI
LLER/W PLANS
PROPOSED TRAFFIC SIGNAL
EXISTING TRAFFIC SIGNAL
MATTHEW WEST, PE
-L- Sta. 10+35.00
PROJECT U-5747
BEGIN TIP
M
C
C
R
IM
M
O
N

PKW
Y
S
R
1635-L
-PARK LANEMANCHESTER CHAPEL HILL RDNC 54 -Y11-DAVIS DRSR 1613-Y2-HEBRON DR-Y3-BLVDLAKE GROVE
-Y4-WALK CI
RWI
NTER
-Y5-
ROSE DR
LIBERTY -Y6-HALL DRTOWN -Y7-WOODS DRCONCORDIA -Y8- CHURCH STSR 1637 -Y9--Y10-
-Y12-
MCCRIMMON PKW Y
SR 1635-L-
T
O AI
RP
ORT BL
VDTO NC 147
TO US 64TO NC 540TO CARYSee Sheet 1-B For Conventional Plan Sheet Symbols
See Sheet 1-A For Index of Sheets
14NCRR54
540
PARK DRPERIMETER-Y13-
TOTAL LENGTH TIP PROJECT U-5747 = 2.110 MILES
LENGTH STRUCTURE TIP PROJECT U-5747 = 0.068 MILES
LENGTH ROADWAY TIP PROJECT U-5747 = 2.042 MILES
CH
E
S
SR
ID
G
E
W
AY-Y
1
4
--Y2- Sta. 12+20.00
BEGIN CONSTRUCTION
-Y6- Sta. 16+10.00
END CONSTRUCTION
-Y2- Sta. 45+95.00
END CONSTRUCTION
-Y9- Sta. 20+10.00
END CONSTRUCTION
-Y9- Sta. 10+85.00
BEGIN CONSTRUCTION
NCDOT PROJECT U-5827 (BY OTHERS)
SUB-REGIONAL TIER
LOCAL URBAN COLLECTOR
CLASSIFICATION:
FUNCTIONAL
L OUIS S T E P HE NS DR
-Y3- Sta. 10+65.00
BEGIN CONSTRUCTION
BLUFTON DR-Y1A-MILLS RDHARRIS -Y6--Y6- Sta. 11+25.00
BEGIN CONSTRUCTION
-Y10- Sta. 21+59.21
END CONSTRUCTIONSTEPHENS DRLOUIS TOWN LIMITS
MORRISVILLE
TOWN LIMITS
CARY
-L- Sta. 121+75.00
PROJECT U-5747
END TIP(BY OTHERS)
NCDOT PROJECT U-5750
-Y13- Sta. 23+30.00
END CONSTRUCTION
-Y13- Sta. 16+30.00
BEGIN CONSTRUCTION
-L- Sta. 95+16.45
BEGIN BRIDGE
-L- Sta. 98+76.45
END BRIDGE
AUGUST 20, 2019
JULY 19, 2022
-Y12- Sta. 11+95.89
BEGIN CONSTRUCTION
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWNS OF MORRISVILLE AND CARY
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
-Y1--NCRR-#734 750N, MP H 67+0105
NCRR/NSR RAIL CROSSING
MP H 66+4921 NCRR CORRIDORNCRR/NSR TRACKSNCRR CORRIDORNCRR/NSR TRACKVANCE BLANTON, PE
ROBERT BOOT NC GRIDNAD 1983/NA 2011
SHEET NO.PROJECT REFERENCE NO.REVISIONS U-5747
CONVENTIONAL PLAN SHEET SYMBOLS
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
C
A
HPBExisting Historic Property Boundary
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.*)
P
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.*)
T
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.*)
TC
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.*)
T FO
Note: Not to Scale
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
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*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
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.*)
TV FO
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.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
UST
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS 1-B
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 2A-1
C1
S
U
T
R1
C2
D1
E1
W
V2
R2
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
C3
D2
E2
1
1.5" DEPTH MILLING
(PRELIMINARY PAVEMENT DESIGN)
PAVEMENT SCHEDULE
AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROPOSED APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
IN LAYERS NOT TO EXCEED 2" IN DEPTH.
AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C, AT
AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
PROPOSED 2'-6" CONCRETE CURB & GUTTER
PROPOSED 1'-6" CONCRETE CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
R4 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED-IN)
TYPICAL SECTION NO. 2
CL
23'
0.02
11'11'2'12'
6"
D1
E1
T
R1 S
1'
R2
0.02
5'
11.5'
38.5'
1
C2
U
W
0.02
THIS LINE
GRADE TO
E1
D1
5'
VAR.
T
1:10.02
11'11'2'12'
6"T
R1S
1'
R2
0.02
0.5'8'3.5'
11.5'
38.5'
C2
0.02
THIS LINE
GRADE TO
E1
D1
5'
T
1:1GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)VAR. (4:1-2:1)VAR. (4:1-2:1)
-L- SR 1635 (MCCRIMMON PARKWAY)
GROUND
EXISTING
LANE
BIKE
LANE
BIKE
2'5'
6"6"
TYPICAL SECTION NO. 1
CL
6"T
R2
0.02
C1
U
6"
D1
E1
T
1'
R2
0.02
C1
THIS LINE
GRADE TO
EXIST EXIST
V2
CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
V2
-L- SR 1635 (MCCRIMMON PARKWAY)
U
LANE
BIKE
LANE
BIKE
GROUND
EXISTING
CURB & BERM
RETAIN EXISTING
-L- STA 113+55.00 TO 121+75.00
-L- STA 63+00.00 TO 78+40.00
-L- STA 10+35.00 TO 11+50.00
0'-9.5'
VAR.
0'-9.5'
VAR.
11'-12'
VAR.
11'-14'
VAR.
11'-12'
VAR.
11'-14'
VAR.
34.5'-43'
VAR.
34.5'-43'
VAR.
R3 PROPOSED 2'-9" CONCRETE CURB & GUTTER
POINT
CROWN
EXIST
POINT
GRADE
C2
1'
C2
D1
E1
14' W/GR14' W/GR
U
W
1
DETAIL OF INCIDENTAL MILLING
U
THE ENGINEER
AS DIRECTED BY
C2
MILL 100' OR
U
1 •"
THE ENGINEER
AS DIRECTED BY
C1
MILL 50' OR
DETAIL OF INCIDENTAL MILLING
TO BE USED FOR -L- AND -Y2- PROFILE TIE-INS TO BE USED FOR ALL OTHER PROFILE TIE-INS
KEY IN
MILL TO
3"
KEY IN
MILL TO
C1
C3D2
E2
C3 D2
E2
U
CL
DETAIL SHOWING METHOD OF WEDGING
3" MIN
2•" MIN2•" MIN3" MIN
U MATCHLINE A16.5'-23'
VAR.
8.25'-11.5'
VAR.
8.25'-11.5'
VAR.MATCHLINE AC1
EXIST
UV2
4.5'11'11'
E1
D1
R1
VAR. (4:1-2:1)VAR. (4:1-2:1)
0.021:1
6"
T
GROUND
EXISTING
LANE
BIKE
VAR.
THIS LINE
GRADE TO
C2
INSET NO. 1A
-L- STA 113+55.00 TO 115+96.79
8'2'
S
5'0.5'2.5'
INSET NO. 2AINSET NO. 2B
-L- STA 14+00.00 TO 14+50.00-L- STA 12+00.00 TO 23+00.00
6"
1:10.02
T
R1
2'9'
E1
GROUND
EXISTING MATCHLINE A0.5'
SMATCHLINE AMATCHLINE B8.5'
6"
1:10.02
T
R1
2'8'
E1MATCHLINE B0.5'5'2.5'
S
VAR. (4:1-2:1)
VAR. (4:1-2:1)
GROUND
EXISTING
-L- STA 37+50.00 TO 38+00.00
VAR. (4:1-3:1)
-L- STA 40+15.00 TO 44+00.00
C2OR
C1 C2OR
1:1
1:1
1:1
1:1
11"11"
11"
11"11"11"11"
2
2
2
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE INDICATED
EXISTING PAVEMENT TO BE REMOVED IN PROPOSED GRASS MEDIAN AREAS
SEE PLANS AND CROSS SECTIONS FOR MEDIAN TYPES AND LOCATIONS
-L- STA 33+00.00 TO 63+00.00
-L- STA 27+25.45 TO 28+00.00
-L- STA 11+50.00 TO 25+51.75
-L- STA 108+50.00 TO 113+55.00
-L- STA 78+40.00 TO 79+00.00
VV
V INCIDENTAL MILLING
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
TYPICAL SECTION NO. 3
CL
23'11'11'2'
6"T
R1
R2
0.02
11.5'
38.5'
1
0.02
5'11'11'2'
6"T
R2
0.02
11.5'
38.5'
0.02
5'
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
S
U
T
R1
C2
D1
E1
W
V2
R2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
1.5" S9.5B
3" S9.5B
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
C3 VAR. DEPTH S9.5B
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
12'
0.5'8'3.5'
S
0.021:1 C2C2
GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)
-L- SR 1635 (MCCRIMMON PARKWAY)
THIS LINE
GRADE TO
E1 D1
R1
LANE
BIKE
LANE
BIKE
2A-2
0.02
12'
S
5'
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
2'5'
6"
T
1:1
T
6"
TYPICAL SECTION NO. 4
CL
23'11'11'2'
LANE
BIKE
8.5'
4'
5'
7.5'
23'11'11'2'
LANE
BIKE
5.5'5'
-L- STA 95+16.45 TO 98+76.45
1.5" DEPTH MILLING
0.03
0.03
4'7.5'
-L- SR 1635 (MCCRIMMON PARKWAY)
R3 2'-9" CONCRETE CURB & GUTTERMATCHLINE APOINT
GRADE
POINT
GRADE MATCHLINE AMATCHLINE AGROUND
EXISTING
INSET NO. 3A
14' W/GR 14' W/GR
E1D1
-L- STA 99+12.45 TO 102+00.00 (RT)
-L- STA 99+12.45 TO 99+90.00 (LT)
-L- STA 94+30.00 TO 95+12.45 (RT/LT)
3
3
3
40.5'40.5'
CL
C2
U
EXIST
THIS LINE
GRADE TO
E1
D1
-Y2- SR 1613 (DAVIS DRIVE)
12'12'2'
R1
TYPICAL SECTION NO. 6
0.021:1
6"
T
C2
U
EXIST
12'12'2'1:1
6"
T
-Y2- STA 13+20.00 TO 16+15.00
GROUND
EXISTING
0.02
12'12'
GROUND
EXISTING
17.5'
5.5'12'
VAR.
S
8'3.5'
1'
14'VAR. (3:1-1.5:1)
12'
THIS LINE
GRADE TO
E1
D1
R1
1'
45'44.5'MATCHLINE AMATCHLINE ACURB & BERM
RETAIN EXISTING
GROUND
EXISTINGC2
-Y2- STA 13+20.00 TO 14+05.00
INSET NO. 6A
1:1 1:1
-L- STA 98+76.45 (END BRIDGE) TO 108+50.00
-L- STA 79+00.00 TO 95+16.45 (BEGIN BRIDGE)
-L- STA 28+00.00 TO 33+00.00
4" TYPE B25.0C
11"11"
11"11"
2
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
TYPICAL SECTION NO. 5
-Y1A- STA 10+93.66 TO 11+82.50
U
13'
EXIST
C1
GROUND
EXISTING
EXIST
V2
-Y1A- BLUFTON DRIVE
4.5'10.5'
23.5'
18.5'
23'
GROUND
EXISTING
CURB & BERM
RETAIN EXISTING
SIDEWALK & BERM
RETAIN EXISTING
U
T 6"
E1
D1
R1
C2
0.021:1
1'
11"
2'
THIS LINE
GRADE TO
3'
CL
3
WALLS
CONTINUE ONTO MSE RETAINING
BY STRUCTURE DESIGN AND
BRIDGE RAIL TO BE DETERMINED
WALL
MSE RETAINING
T
6"
S
0.02
R1
2'
E1
5'-8'
VAR.
0'-5'
VAR.
3"
15'
U
KEY IN
MILL TO
V INCIDENTAL MILLING
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 2A-3
CL
18'
6"T
1'
R2
0.02
C2
U
W
0.02
THIS LINE
GRADE TO
E1
D1
-Y2- SR 1613 (DAVIS DRIVE)
12'12'2'
R1
-Y2- STA 37+45.00 TO 42+50.00
-Y2- STA 21+00.00 TO 24+25.00
TYPICAL SECTION NO. 8
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
VAR. (4:1-2:1)VAR. (4:1-2:1)
0.021:1
6"
T
12'
45'
9'
6"
D1
E1
T
1'
R2
0.02
C2
U
W
0.02
E1
D1
12'12'12'
45'
9'
THIS LINE
GRADE TO
GROUND
EXISTING
8'MATCHLINE AMATCHLINE BPOINT
GRADE
6"
1:10.02
T
R1
2'4'
E1
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
MATCHLINE AINSET NO. 8A-2
6"
1:10.02
T
R1
2'8'
E1
GROUND
EXISTING
MATCHLINE AINSET NO. 8A-3
-Y2- STA 39+75.00 TO 42+50.00
-Y2- STA 38+85.00 TO 39+75.00
2:1
0.5'5'2.5'
S
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
CL
18'
6"
D1
E1
T
1'
R2
0.02
C2
U
EXIST
THIS LINE
GRADE TO
E1
D1
-Y2- SR 1613 (DAVIS DRIVE)
12'12'2'
R1
TYPICAL SECTION NO. 7
88'-100'
VAR.
0.021:1
6"
T
9'
6"
D1
E1
T
1'
R2
0.02
C2
U
EXIST
E1
D1
12'12'2'
R11:1
6"
T
9'
THIS LINE
GRADE TO
GROUND
EXISTING
6'
-Y2- STA 16+15.00 TO 21+00.00
83'-100'
VAR.
POINT
CROWN
EXIST
CL
18'
C1
U
EXIST
THIS LINE
GRADE TO
E1
D1
-Y2- SR 1613 (DAVIS DRIVE)
12'12'2'
R1
TYPICAL SECTION NO. 9
VAR. (4:1-2:1)VAR. (4:1-2:1)
0.021:1
6"
T
9'
-Y2- STA 42+50.00 TO 45+95.00
9'
V2
CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
47'
14'
RAISED MEDIAN
RETAIN EXISTING
VAR.
1
1
D1
E1 3:1GROUND
EXISTING
3:1
0.02
6'
8'
GROUND
EXISTING
12'12'
45'45'MATCHLINE BMATCHLINE A2'1:16"
T
GROUND
EXISTING
0.02
VAR.
S
8'3.5'
R1
E1 MATCHLINE A-Y2- STA 16+15.00 TO 18+58.27
INSET NO. 7A
0.02
VAR. (3:1-1.5:1)
GROUND
EXISTING
14'
12'
2'
6"
T
1:1R1
E1MATCHLINE B-Y2- STA 16+15.00 TO 17+00.00
INSET NO. 7B
6"
1:1
T
R1
2'
E1MATCHLINE B-Y2- STA 22+00.00 TO 24+25.00
0.02
4'
INSET NO. 8B-1VAR. (3:1-2:1)
GROUND
EXISTING
1:1 1:1
1:1 1:1
(12' MIN.)
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
4" TYPE B25.0C
11"11"11"11"
11"11"11"11"
11"
2
2
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)MATCHLINE AINSET NO. 8A-1
-Y2- STA 37+45.00 TO 38+85.00
GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)
R1
5'
S
0.021:112'
5'2'
2'
6"
E1
T
R11:1
6"
T
0.02
2'6'MATCHLINE A6"
1:10.02
T
R1
2'
E1
GROUND
EXISTING
-Y2- STA 42+50.00 TO 43+05.00
2:1
0.5'5'
S
11"
VAR.
8'-15'
VAR.
2'-9'
C2
D1
U V2
C1
EXIST
INSET NO. 9A-1
14'MATCHLINE A12'12'
V INCIDENTAL MILLING
C2
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 2A-4
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
R1
T
1:112'2'
0.02
R1
T
1:1GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)
12'12'12'
6"T
R2
18'
1'
9'
1'
9'
12'12'12'15'12'6'15'
CL
57'
6"
C2
D1
E1
6"
2'
TYPICAL SECTION NO. 11
THIS LINE
GRADE TO
THIS LINE
GRADE TO
C2
C2
U
W D1
E1
CL-Y2- SR 1613 (DAVIS DRIVE)
33'
R1
T
1:10.02
T
1:1GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)
6"
6"
THIS LINE
GRADE TO
12'2'12'12'12'18'
9'9'
12'12'12'15'12'15'2'
CL-Y2- SR 1613 (DAVIS DRIVE)
CL
12'
6"T
R2
6"
D1
T
R3
1'1'
E1
TYPICAL SECTION NO. 10
D1
E1
C2
U
W
U
W
THIS LINE
GRADE TO
C2
E1
D1
-Y2- STA 24+25.00 TO 31+07.73
-Y2- STA 31+07.73 TO 37+45.00
POINT
GRADE
POINT
GRADE
-SBX-
-NBX-
0.03 0.03
0.03
D1
E1
85'-110'
VAR.
R4
4.5'
R4
74.5'
0.5'8'3.5'
S
12'
R1
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
5.5'
R4
4'
R4 R4
4.5'
0.03
0.030.03
85'-103'
VAR.
U
W
D1
E1
D1
E1
6"T
R3
12'
5'5'2'
S MATCHLINE A-Y2- STA 35+00.00 TO 35+60.00
6"
1:10.02
T
R1
2'
E1MATCHLINE A-Y2- STA 35+60.00 TO 37+45.00VAR. (4:1-2:1)
GROUND
EXISTING
1
1
6'
GROUND
EXISTING
3:10.021:1 1:1
1:1 1:1
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
4" TYPE B25.0C
11"11"11"11"
11"
11"11"11"
4.5'-
VAR.
12.5'
6'
33'
6'-14'
VAR.
66'-74'
VAR.
66'-74'
VAR.
6'-14'
VAR.
4.5'-
VAR.
12.5'
2
2
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
6"
1:10.02
T
R1
2'
E1MATCHLINE A0.5'3.5'
S
VAR. (4:1-2:1)
GROUND
EXISTING
14'
10'VAR. (3:1-2:1)
GROUND
EXISTING
4'
0.02
8'
6"
1:10.02
T
R1
2'
E1MATCHLINE A0.5'
S
VAR. (4:1-2:1)
GROUND
EXISTING
10'
15.5'
5'
-Y2- STA 31+07.73 TO 33+15.0
INSET NO. 11A-1 INSET NO. 11A-2 INSET NO. 11A-3MATCHLINE AMATCHLINE AINSET NO. 10A
-Y2- STA 28+23.13 TO 30+36.11
T
1:1R2
6"E1
1:1
E1
R3
6"T MATCHLINE AMATCHLINE A12'-14'
VAR.MATCHLINE BMATCHLINE BINSET NO. 11B
-Y2- STA 31+79.33 TO 33+78.17
T
1:1R2
6"
E1 MATCHLINE BMATCHLINE B10'-14'
VAR.
T
1:1R2
6"
V INCIDENTAL MILLING
1'
C2
E1
1'
C2
D1D1
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
T
TYPICAL SECTION NO. 13
U
6"
E1
R1
2'2'
6"
E1
D1
R1
0.02 0.02
W
C2 C2
THIS LINE
GRADE TO
C1
LC
0'-6.5'
VAR.
0'-6.5'
VAR.
11'-12'
VAR.
11'-12'
VAR.
0.02
S
5'
T
1:1 VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
0.02
S
5'
1:1VAR. (4:1-2:1)
VAR. (4:1-2:1)
GROUND
EXISTING
11'-18.5'
VAR.
11'-18.5'
VAR.
4.5'0.5'
10'
4.5'
10'
0.5'
TYPICAL SECTION NO. 14
U
EXIST
LC
12'
R1
2'
-Y9- STA 10+85.00 TO 14+35.00
C2
T
EXIST
C1
35'
THIS LINE
GRADE TO
0'-12'
VAR.
2'-6'
VAR.
2'-6'
VAR.
D1
8'
MIN.
12'
6:1
2:1
4
:12:16
:1 HINGE POINT HINGE POINT FOR CUTS6'10'FOR FILLS4'
0.08
6"
E1D1
C2
T
5'4.5'
10'
0.5'
0.02
S
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
1:1
-Y6- LIBERTY ROSE DRIVE
-Y6- HARRIS MILLS ROAD
-Y9- SR 1637 (CHURCH STREET)
2A-5
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
22'-37'
VAR.
14'-18'
VAR.
E1
D1
TYPICAL SECTION NO. 15
U
LC
12'
-Y9- STA 14+35.00 TO 15+59.27
EXIST
C1
51'
-Y9- SR 1637 (CHURCH STREET)
GROUND
EXISTING
CURB & BERM
RETAIN EXISTING
2'
6"
T
12'6'6'
18'
GROUND
EXISTING
VAR. (4:1-2:1)
VAR. (4:1-2:1)0.021:1EXIST
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
T
TYPICAL SECTION NO. 12
U
2'
6"
E1
D1
R1
0.02
W
C2
THIS LINE
GRADE TO
C1
LC
0.02
S
5'
1:1VAR. (4:1-2:1)
VAR. (4:1-2:1)
GROUND
EXISTING
-Y3- STA 10+65.00 TO 11+59.71
12'
POINT
GRADE
-Y3- HEBRON DRIVE
11'
1'
VAR.
2'5'
T
2'
6"
E1
D1
R1
0.02
C2
0.02
S
5'
1:1 VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
12'11'
1'
6.5'0.5'
-Y6- STA 13+89.82 TO 16+10.00
-Y6- STA 11+25.00 TO 13+12.82
V2
SEE X-SECTIONS
SLOPE
VARIABLE
SLOPE
VARIABLE
GROUND
EXISTING
C2
1'
R1
E1
D1
THIS LINE
GRADE TO
V2
12'
PS
FD
4'
POINT
GRADE
POINT
CROWN
POINT
CROWN
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
4" TYPE B25.0C
11"11"11"11"
11"11"
11"
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
16'
15'
33'
18'-34'
VAR.
C1
V INCIDENTAL MILLING
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
TYPICAL SECTION NO. 16
LC
12'
-Y9- STA 16+37.11 TO 20+10.00
C2
THIS LINE
GRADE TO
-Y9- SR 1637 (CHURCH STREET)
GROUND
EXISTING
CURB & BERM
RETAIN EXISTING
6'6'
D1
EXIST
0'-12'
VAR.
30'
E1
0.02
14'
LC
TYPICAL SECTION NO. 17
0.02
C2
14'
THIS LINE
GRADE TO
28'
E1 D1
2:1
0.08
6'VAR. (4:1-2:1)
4
:1
GROUND
EXISTING
MIN.
8'
GROUND
EXISTING2:1VAR. (4:1-2:1)
GROUND
EXISTING
GROUND
EXISTING
4:1
0.08
6'
MIN.
8'
-Y10-
-Y10- STA 10+38.50 TO 12+75.00
POINT
GRADE
2A-6
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
0.02
14'
LC
TYPICAL SECTION NO. 18
0.02
C1
14'
THIS LINE
GRADE TO
28'
2:1
0.08
6'VAR. (4:1-2:1)
4
:1
GROUND
EXISTING
MIN.
8'
GROUND
EXISTING2:1VAR. (4:1-2:1)
GROUND
EXISTING
GROUND
EXISTING
4:1 0.08
6'
MIN.
8'
-Y10-
-Y10- STA 12+75.00 TO 14+00.00
POINT
GRADE
WU
T T
T
GROUND
EXISTING
14'
LC
14'
28'
-Y10-
C1
0.02 0.02 0.080.08
U V2
TYPICAL SECTION NO. 19
-Y10- STA 14+00.00 TO 19+55.00
T
GROUND
EXISTING
EXISTING PAVEMENT
VAR. WIDTH
REMOVE EXIST. PAVEMENTREMOVE EXIST. PAVEMENT
0.08
4'
T
2:1
GROUND
EXISTING
8'
PS
FD
4'
POINT
CROWN
T
THIS LINE
GRADE TO
T
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
4" TYPE B25.0C
11"
11"
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
V INCIDENTAL MILLING
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
2A-7
TYPICAL SECTION NO. 20
2'
EXIST
C1
THIS LINE
GRADE TO
12'
R1
6"
T
7.5'
18'
0.5'
0.02
S
VAR. (4:1-2:1)
VAR. (4:1-2:1)1:1
GROUND
EXISTING
CL-Y12-
1'
D1
E1
10'
C2
34.75'-44.75'
VAR.
V2
R4
EXIST
C1
1'
D1
E1
C2
V2
12'
0-12'
VAR.
CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
12'-14'
VAR.14'
34.75'-35'
VAR.
17.5'
0-12'
VAR.
0-13'
VAR.
4.5'-5.5'
VAR.
TYPICAL SECTION NO. 21
EXIST
C1
-Y12- STA 13+70.00 TO 15+75.00
THIS LINE
GRADE TO
8.75'
12'
R1
6"
T
5'4.5'
10'
0.5'
0.02
S
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
1:10.02
L-Y12-
12'-14'
VAR.12'
34.75'-44.75'
VAR.
V2
34.75'-47.75'
VAR.
17.75'-20'
VAR.
8.75'-11.25'
VAR.
EXIST
C1
V2
12'
12'-14'
VAR.2'
EXISTEXIST
0-12'
VAR.
CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
POINT
CROWN
POINT
CROWN
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
4" TYPE B25.0C11"11"11"
11"
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
V INCIDENTAL MILLING
-Y12- STA 11+95.89 TO 13+70.00
8.75'8.75'
17.5'
CL-Y12-
POINT
GRADE
T
R2
0.02
6"T
R2
0.02
6"
1'
C2
D1
E1
1
1:1 1:1
E1
11"2
C2
1'
12'12'
C1
11"
U D1 UW
W
-Y12- STA 15+40.50 TO 15+75.00
C
MATCHLINE AMATCHLINE BTYPICAL SECTION NO. 21A-1MATCHLINE AMATCHLINE BD1
E1
C2
D1
E1
C2
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
ENGINEER
PAVEMENT DESIGN
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
TYPICAL SECTION NO. 23
0.02
2'
34.75'
0.02
C2C2
-Y12- STA 16+75.00 TO 19+14.60
THIS LINE
GRADE TO
D1E1 E1
8.75'8.75'
17.5'12'12'12'
R1
6"
T
0.02
S
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
1:1
R1
6"
T
0.02
S
VAR. (4:1-2:1)
VAR. (4:1-2:1)1:1
GROUND
EXISTING
2'
D1
14'
CL-Y12-
POINT
GRADE
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
C1
R1
C2
D1
E1
R2
4" I19.0C
4" TYPE B25.0C
2'-6" CONCRETE CURB & GUTTER
1'-6" CONCRETE CURB & GUTTER
C3
D2 VAR. DEPTH I19.0C
E2 VAR. DEPTH B25.0C
S
U
T
W
V2
R4
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
4" CONCRETE SIDEWALK
(KEYED-IN)
5" MONOLITHIC CONCRETE ISLAND
1
1:1 UNLESS OTHERWISE INDICATED
PAVEMENT EDGE SLOPES ARE
MEDIAN AREAS
REMOVED IN PROPOSED GRASS
EXISTING PAVEMENT TO BE
1.5" DEPTH MILLING
R3 2'-9" CONCRETE CURB & GUTTER
2A-8
T
R2
0.02
6"T
R2
0.02
6"
12'
44.75'
TYPICAL SECTION NO. 22
0.02
2'
34.75'
0.02
C1C2
-Y12- STA 15+75.00 TO 16+75.00
THIS LINE
GRADE TO
D1E1
8.75'8.75'
17.5'12'12'12'
R1
6"
T
5'4.5'
10'
0.5'
0.02
S
VAR. (4:1-2:1)VAR. (4:1-2:1)
GROUND
EXISTING
1:1
R1
6"
T
5'4.5'
10'
0.5'
0.02
S
VAR. (4:1-2:1)
VAR. (4:1-2:1)1:1
GROUND
EXISTING
2'14'
CL-Y12-
POINT
GRADE
T
R2
0.02
6"T
R2
0.02
6"
12'
44.75'
1'
C2
C1
W U
1'
C2
D1
E1
U W
69.5'-72'
VAR.
D1 E1
C2
14' W/GR 14' W/GR
5'4.5'
10'
0.5'
14' W/GR
5'4.5'
10'
0.5'
14' W/GR
TYPICAL SECTION NO. 24
LC
-Y13- STA 17+90.00 TO 23+30.00
EXIST
-Y13- PERIMETER PARK DR
34.5'
12'18'
12'6'
13.5'
R4
4.5'CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
V2 U
C1 C2
CURB & BERM
RETAIN EXISTING
GROUND
EXISTING
D1E1
1
1:1 1:1
POINT
CROWN
1:1 1:1
D1
E1
1.5" S9.5B
3" S9.5B
VAR. DEPTH S9.5B
11"11"
11"11"
11"11"
11"
2
1
2
2
AND LOCATIONS
SECTIONS FOR MEDIAN TYPES
SEE PLANS AND CROSS
V INCIDENTAL MILLING
DETAILS
INTERSECTION

0
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
5025
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/993/5/2021U-5747
C 2018
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
2B-1
(McCRIMMON PKWY)
SR 1635
-L-
CR
CRCR
CR
CR
CR
CR
5'
5'
11'
11'
6'
12'
12'
12'
5'
11'
11'
8'
12'
12'
6'
CR
CR
CR
CR
30'(DAVIS DR)SR 1613-Y2-CRCR
CR
CRCR
CR
CR
CR
2'-6" C&G
2'-6" C&G 1'-6" C&G2'-6" C&G1'-6" C&G(DAVIS DR)
SR 1613
-Y2-
(DAVIS DR)SR 1613-Y2-
2'-6" C&G
15'
2'-6" C&G
2'-9" C&G
1'-6" C&G
2'-6" C&G
2'-6" C&G
1
0
16' DR
-NBX-
26.91' LT
+90.42(SBX)
5.75' LT
+46.36(SBX)
47.75' RT
+25.00(Y2)
9.75' RT
+00.00(Y2)
15.75' LT
+75.00(Y2)
12.25' RT
+45.00(Y2)
6.25' LT
+25.00(Y2)
31.22' LT
+10.19(NBX)
17.75' RT
+50.77(NBX)
2'R1'R
2'R
2'R
100'R
1.25'R
47.75' LT
+04.49(Y2)
46.00' RT
+88.44(L)
1.25'R
2'R2'R
2'R
16' DR
25'R
35'R
2'R
2'R 5'R
2'R
2'R
2'R
2'R
2'R
5'R
2'R
LEGEND
CURB RAMP
5" MONO. CONC. ISLAND
4" CONCRETE SIDEWALK
CR
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 2%
TTST = 1%
DIR = 70%
DHV = 12%
7670
4410
5520
5190
4830
4410
5960
2880
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 11%
DUAL = 2%
TTST = 1%
DIR = 75%
DHV = 12%
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 12%
32470
29220
23450
16530
30060
26900
26730
14230
DAVIS DR
-Y2-
DAVIS DR
-Y2-
SEE SHEET NO. 5 FOR PLAN
-L-/-Y2-
-Y2-/-SBX-/-CLI-
SEE SHEET NO. 13 FOR PLAN
SEE SHEET NO. 14 FOR PLAN
-Y2-/-NBX-
CR
CR 1'R1'R
1'R -SBX--NBX
-12'
10'20'R 10'R
5'5'
8'
5'
100'R
100'R
30'R
110'R
56.00' RT
+89.86(L)
56.00' RT
+97.86(L)
6'
15'12'15'12'12'12'18'12'12'12'12'5'
10'TRANSITION475' LANE64.00' LT
+04.24(L)
56.00' LT
+06.59(L)
46.00' LT
+18.62(L)
2'R
125'R
110'R
60'R
250'R
50'R
70'R
50'R
250'R
15'6'12'8'15'12'12'12'18'12'12'12'5.5'12'12'2'-6" C&G2'-9" C&G105'R
105'R
CR
75'R110'R
250'R5'
11'
11'
30'
11'
11'
5'
5'
8'
12'+65+25100' TAPER +25200' TAPER
350' DUAL STORAGE18'18'45'R
300' STORAGE
+50
350' DUAL STORAGE
350' STORAGESTORAGE400' DUAL STORAGE250' DUAL 14'
46.00' LT
+51.04(L)
46.00' LT
+56.45(L)
56.00' LT
+79.62(L)
46.00' LT
+89.04(L)
56.25' LT
+64.03(Y2)
56.00' LT
+87.62(L)
45.75' RT
+61.88(Y2)
47.75' RT
+59.71(Y2)
45.75' RT
+61.88(Y2)
47.75' RT
+59.71(Y2)
6.25' LT
+84.04(Y2)
46.00' RT
+26.53(L)
64.00' RT
+45.51(L)
46.00' RT
+51.52(L)
11.00' LT
+16.23(L)
5.00' RT
+35.60(Y2)
1'R
11.00' LT
+59.20(L)
44.00' LT
+23.97(L)
56.00' LT
+34.48(L)
64.00' LT
+32.16(L)
48.75' LT
+53.71(Y2)
55.25' LT
+53.98(Y2)
47.75' LT
+63.67(Y2)
56.00' LT
+67.94(L)
54.75' RT
+90.58(Y2)
2'R
01+0102+51020101+7502+250202020100002'R
64.00' LT
+70.18(L)0303+0002+7503+6503030303-SBX-
12'
12'
12'
12.5
4.75'
12'
4.75'
12.5
12'
12'
12'
300'R
15'
15'
17.75' RT
+13.08(SBX)
12'
12'
12'
9'
6'
9'
12'
12'
12'
STORAGE400' DUAL +75200' LANE TRANSITION
300' TAPER
+75+50+00350' STORAGE
300' LANE TRANSITION
STORAGE250' DUAL
8'
225' DUAL STORAGE
3
0
0' LANE
TRANS
IT
ION +70TAPER
100'+70+75475' LANE TRANSITION
+15(Y2)+15(Y2)+25325' DUAL
STORAGE
6'
15'
12'12'12'12'15'12'300' STORAGE
12'
15'
15'
12'
18.5
'15
'12
'12
'12
'12
'
12
'
4.75
'
12'
12'
12
'
12
'
12
'
4.75
'12
'
15'
12'
17.75' LT
+51.42(NBX)
1'-6
" C&G
6'
(DAV
IS
DR
)
SR
1613-Y2
-1'-6" C&G +25475' LANE
TRANS
IT
ION
12'12'12'12'15'15'12'12'12'12'19
.27
'5'10'0202+250203+7903030303030303036'12.12'25-L- PC Sta. 30+80.75
-NBX- POT Sta. 15+85.49
-Y2- Sta. 31+43.06 74' RT=
-SBX- POT Sta. 16+19.58
-Y2- Sta. 30+41.94 74' LT=
-Y2- POT Sta. 31+07.73
-L- POT Sta. 26+38.74=
15
30
-SBX- PC Sta. 10+00.00
-Y2- Sta. 24+25.00 4.25' LT=
-SBX- PT Sta. 10+83.78
-SBX- PT Sta. 12+19.58
-SBX- PC Sta. 11+62.96
-Y2- PT Sta. 27+71.54
-NBX- PT Sta. 10+64.91
-NBX- PC Sta. 11+82.25
-NBX- PT Sta. 12+60.49
-Y2- PC Sta. 35+85.05
-NBX- PC Sta. 10+00.00
-Y2- Sta. 37+45.00 1.75' LT=NC GRIDNAD 83/ NA 2011NC GRID
NAD 83/ NA 2011 NC GRI
DNAD
8
3/ NA
2
0
1
1
CRCR25
DETAILS
INTERSECTION

0
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
5025
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/993/5/2021U-5747
C 2018
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
+95+95+9511'
5'
11'
23'
11'
11'
5'2'-6" C&G
5.5'
12'
150'R
50'R
19'19'
13'
50'R
CR CR
CRCR
50'R 60'R
CR
CR
CR
CR
11'11'15'BLUFTON DR-Y1A-2'-6" C&G
100' TAPER
200' STORAGE
0303020201000150' INC
+5902-Y3- POT Sta. 10+65.00
BEGIN CONSTRUCTION
HEBRON DR-Y3-100
' TAPER
+00+00+00+00200
' TAPER+00+00100
' TAPER
1'-6" C&G
1'-6" C&GINC20' +
8
9
11'
11'
23'
11'
5'
11'
23'
11'
11'
11'
11'
5'
5'
8'
5'
5'
12'+35+35100' TAPER020203030404004006
0
1
0
0
0
1
0
2
0
2
0
2
0
3
0
2
E
X
IS
T
0
3
2
0
2
6
5
0' INC +002'-6" C&G
2'-6" C&G
(MCCRIMMON PKWY)
SR 1635
-L-
200' STORAGE
+15+15100' TAPER
+15+85100' TAPER +8516.5'
5.5'
12'
21.5'
16'
CR
13'13'
12'+15LAKE GROVE BLVD-Y4-50'R
65'R
230'R
50'R
65'R
12'
1'-6" C&G
2'-6" C&G
1'-6" C&G
2'-6" C&G
30'R
CR
5.5'R
10'10'13.5'
30'R
5'R
5'
11'
11'
23'
11'
11'
5'
8'
CR5'
CR
12
'CR
CRWALK CIRWINTER -Y5-200' STORAGE +15100' TAPER+75+75+15+15200' STORAGE +1530'R
30
'R
2B-2
2'-6" C&G040403030202010200010201000103032'R1'R 1' R
1
1'
1
1'
CR
CR
1' R
11.20' LT
+42 (Y3)
20.68' LT
+50 (Y3)
1.25'R
1.25'R
2'R
1'R
CR
41.50' RT
+33(L)
59.25' RT
+18(L)
52.00' LT
+44(L)
41.50' LT
+50(L)
8.00' LT
+15(L)
8.00' LT
+85(L)
9.40' LT
+75(L)
3.25' LT
+96(L)
7.71' LT
+85(L)
2.25' LT
+85(L)
8.00' RT
+95(L)
2.25' LT
+75(L)
1.25' R
250'R
50'R
40'R
200'R
200'R
100'R
7.5'R
30'
11'
5'
11'
5'
11'
11'
5'
8
'
12'
LEGEND
CURB RAMP
5" MONO. CONC. ISLAND
4" CONCRETE SIDEWALK
CR
5'
8'
11'
5'
11'
23'
11'
11'
5'
5'
8'
200' R
0.47' RT
+45 (Y3)
22.29' LT
+51 (Y3)
7.79' RT
+59 (Y3)
6.54' RT
+57 (Y3)
59.21' LT
+42(L)
52.00' LT
+39(L)
44.00' LT
+48(L)
41.50' LT
+33(L)
44.00' LT
+35(L)
44.50' RT
+30(L)
51.50' RT
+24(L)
41.50' RT
+06(L)
44.50' RT
+09(L)
51.50' RT
+14(L)
3.23' LT
+31 (Y3)
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
1210
1050
DUAL = 4%
TTST = 1%
DIR = 60%
DHV = 13%
310
220
910
750
2440
1770
1200
1360
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 13%
3630
3210
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 11%
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 13%
24790
13040
22950
12110
BLUFTON DR
-Y1A-
CENTER
SHOPPING
-Y1-
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 2%
TTST = 1%
DIR = 75%
DHV = 15%
1540
870
1100
1260
510
430
830
410
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 12%
DUAL = 2%
TTST = 1%
DIR = 75%
DHV = 14%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 11%
22690
16940
23450
16530
1320
990
2620
2290
BLVD
LAKE GROVE
-Y4-
BLVD
LAKE GROVE
-Y4-
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
500
500
510
430
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 11%
DUAL = 5%
TTST = 1%
DIR = 55%
DHV = 18%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 12%
22690
17020
22690
16940
1010
930
CIRCLE
WINTER WALK
-Y5-
SEE SHEET NO. 4 FOR PLAN
-L-/-Y1-/-Y1A-
SEE SHEET NO. 5 FOR PLAN
SEE SHEET NO. 6 FOR PLAN
SEE SHEET NO. 6 FOR PLAN
-L-/-Y5-
-L-/-Y3-
-L-/-Y4-
75'R
30'R
40'R
70'R
35'R
1' R
5'
5'
10
:1 10:1+50(L)+00(L)170'R
10:1+50(L)10:1
+75(L)6.00' LT
+15(L)
0.00' LT
+58.60(Y5)
6.50' LT
+88.68(L)
3.00' RT
+64.54(Y1A)
2.50' RT
+38.85(Y4)
0.00' RT
+38.85(Y4)
CR
CR
CRCR
CR
-Y1A- PC Sta. 11+26.13
-YA1- PT Sta. 11+76.88
-Y1A- POT Sta. 11+90.44
-L- PT Sta. 15+09.31
-Y1A- POT Sta. 10+00.00
-Y1- POT Sta. 11+97.28 =
-L- POT Sta. 17+38.33 =
-Y1- PT Sta. 10+73.49
-Y1- PC Sta. 10+16.40
-Y1- POT Sta. 10+00.00
15-Y3- POT Sta. 10+00.00
-Y3- POT Sta. 11+99.32
-L- POC Sta. 33+01.41 =
-Y4- POT Sta. 11+70.67
-L- POT Sta. 39+49.54 =
-Y4- PC Sta. 12+78.48
-Y4- PINC Sta. 11+01.34
-Y4- POT Sta. 10+00.00
-L- PT Sta. 37+99.13
-Y5- POT Sta. 10+00.00
-Y5- POT Sta. 11+18.08
-L- POC Sta. 45+50.12=NC GRIDNAD 83/ NA 2011NC GRID
NAD 83/ NA 2011 NC GRIDNAD 83/ NA 2011NC GRID
NAD 83/ NA 2011
1'-6" C&GC&G1'-6"T
IE
TO
EX
IST
S
IDEWALK
T
IE
TO
EX
IST
S
IDEWALK
T
IE
TO
EX
IST
S
IDEWALK
S
IDEWALK
EX
IST
T
IE
TO
2'-6" C&G
1'-6" C&G
2'-6" C&G
1'-6" C&G 35
DETAILS
INTERSECTION

0
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
5025
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/993/5/2021U-5747
C 2018
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
100' TAPER
+10
100' STORAGE11'11'11'
50'R50'R
CR
CR
CR
CR
CR
12'
5.5'
CR
50'R
150'R
CR CR
40'R
13'12'
12'
(McCRIMMON PKWY)
SR 1635
-L- ROSE DRLIBERTY-Y6-CR
+25+25032
EXIST
026
03
02
02
02
01
00
02
01
01102+750201+25+92
02
+5001+00020
0
1
0
1
+4802+710
0
INC20' +66INC20' +52
011
(McCRIMMON PKWY)
SR 1635
-L- +80TOWN HALL DR-Y7A-TOWN HALL DR-Y7-12'12'12'12'12'
50'R
CR
CR
9.5'
12'
5.5'
9.5'
100' TAPER
+55150'R
CR
40'R
12.5'12'12'12'12.5'
5.5'
12'
100' TAPER
01EXIST0150202+55+8012
'12
'12
'
16
'
CR
50'R
CR
200'R
12'
5.5'
12'
100' TAPER+456.5'
5.5'
12'
6.5'
18'
150'R
12
'+95100' TAPER
+95CR
CR
CR
CR
75'R(CHURCH ST)SR 1637-Y9-(McCRIMMON PKWY)
SR 1635
-L- (CHURCH ST)SR 1637-Y9-12'+45(McCRIMMON PKWY)
SR 1635
-L-+45+45STORAGE
450
'
100' TAPER
11
'11
'5
'23
'
12
'11
'11
'5
'12
'8
'5
'CR
1
4'1
4'
50'R
5'R
55'R
5.5'R
CR
40'R
40'R
15'R
2B-3
-Y10-
8.00' LT
+25(L)3.25' RT
+28(L)
1'R
2'R
1.25'R
0102EXIST02010000010102020303040303040202
023 010001
00
01
02
03
04020201 010001020202+8450' INC
50' INC
32'R
50'R
8.00' RT
+80(L)
8.00' LT
+55(L)
8.00' LT
+45(L)
42.5' LT
+62(L)
42.5' LT
+07(L)
8.00' LT
+25(L)
22.0' LT
+16(Y9)+57+576.50' LT
+34(L)
8.00' LT
+25(L)
200'R
-Y7A- POT Sta. 12+51.37
-L- POT Sta. 63+18.87 =
-Y7- POT Sta. 10+00.00
-L- POT Sta. 63+21.37 =
PROPOSED SIDEWALK (BY OTHERS)
TOWN HALL NORTH DEVELOPMENT
-Y6- POT Sta. 11+25.00
BEGIN CONSTRUCTION
-L- PT Sta. 85+00.73
LEGEND
CURB RAMP
5" MONO. CONC. ISLAND
4" CONCRETE SIDEWALK
CR
9.36' RT
2.25' RT
+47(L)
7.50' RT
2.25' RT
+37(L)
1.25'R
1.25'R
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 3%
TTST = 1%
DIR = 70%
DHV = 14%
300
300
930
350
1030
450
500
500
DUAL = 3%
TTST = 1%
DIR = 75%
DHV = 12%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 11%
23850
17010
22690
17020
1850
1010
1550
710
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 10%
ROAD
HARRIS MILL
-Y6-
DRIVE
LIBERTY ROSE
-Y6-
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 5%
TTST = 1%
DIR = 70%
DHV = 15%
1280
1700
1190
1520
DUAL = 3%
TTST = 1%
DIR = 65%
DHV = 13%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 10%
22810
16650
23850
17010
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 10%
10490
4820
14380
2880
3650
730
2710
550
DRIVE
TOWN HALL
-Y7A-
DRIVE
TOWN HALL
-Y7-
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 3%
TTST = 1%
DIR = 70%
DHV = 13%
1330
830
3150
2310
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 15%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 10%
24240
17570
22810
16650
11640
8970
3650
2650
4050
3210
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 9%
8410
6250
STREET
CHURCH
-Y9-
STREET
CHURCH
-Y9-
SEE SHEET NO. 8 FOR PLAN
-L-/-Y7-/-Y7A-
SEE SHEET NO. 9 FOR PLAN
-L-/-Y9-
-L-/-Y10-
SEE SHEET NO. 10 FOR PLAN
SEE SHEET NO. 7 FOR PLAN
-L-/-Y6-+54.31(L)70'R
200'R
200'R
100'R
12
'12
'
15
'
200'R
1.25' R
200'R
200'R
1.25' R
-Y6- PC Sta. 14+90.90
-Y6- POT Sta. 13+51.32
-L- POT Sta. 52+78.06 =
-Y6- PT Sta. 12+86.87
-Y6- PC Sta. 11+55.34
-Y9- POT Sta. 15+98.19
-L- POT Sta. 78+33.61 =
-L- PC Sta. 79+94.90
-Y10- PC Sta. 10+41.27
-Y10- POT Sta. 10+00.00
-L- POT Sta. 85+82.24 =
-L- PC Sta. 87+57.46NC GRI DNAD 83/ NA 2011NC GRI DNAD 83/ NA 2011NC GRI DNAD 83/ NA 2011NC GRID
NAD 83/ NA 2011
CR
CR
CR
CR
CR
15" RCP
15" RCP
18' GR
15" RCPSIG
SI
G30" C&G30" C&G30" C&GNORFOLK SOUTHERN RAILROADN
8
9°2
3'2
7" E5
8.0
5'
S
16 in, DI
HH
H
H
HH
H
H
HHHHHHEOSLevel 3 Communications LLC
Spirit Communications
Traffic ControlControlTrafficGoogle Fiber
CB15" RCP
HHHHHHHHHHHH16 '', DIP
16 '', DIP200 PR96 STR
VALVE(2)OFFSET15" RCP
S
S
S
S
SCONC ISLAND
SIGNAL
RR X
SIGNAL
RR X
SIGNAL
RR X
POLE
SIGNAL
POLE
SIGNAL
BST
DI
MONOLITHIC
CONC ISLAND
DB 16450 PG 1276PERMANENT UTILITY EASEMENT 365365365365365365365365 3
6
5
3703703703703
7
0
3
7
0
3
7
0
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/993/5/2021U-5747
C 2018
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
+90350' STORAGE +70400' STORAGE
15'
11'
11'
5'
12'
12'
8'R
40'R
140'R 12'8.75'8.75'12'12'12'75'R
CRCRCRCR
CR
CR
CR
CR
11'
11'
5'
11'
11'
11'
11'
5'
8'
5'
0
2
0
1
0
2 01000
1
0
0
02
025 015
01
4.5'
11'
11'8.25'
8.25'
4.5'
11'
11'
350' STORAGE +25+7590' STORAGE
150' TAPER
+3512'
12'
13.5'
+90
12'13'12'15'10'+05400' STORAGE-Y13-PERIMETER PARK DR(McCRIMMON PKWY)
SR 1635
-L--Y12-(McCRIMMON PKWY)
SR 1635
-L-
7.00' RT
+32(L)
11.0' RT
+40(L)
1'R
3.75'R
2.45' RT
+06(Y12)
5.50' LT
+05(L)
2B-4
-Y13- PT Sta. 16+26.66
13.25' RT
8.75' RT
+67(L)
13.25' RT
8.75' RT
+57(L)
6.00' RT
+90(Y13)110'R
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
2041 ADT
2021 ADT
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 9%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 9%
PERIMETER PARK
-Y13-
PERIMETER PARK
-Y13-
2600
5400
DUAL = 3%
TTST = 1%
DIR = 60%
DHV = 10%
700
300
16100
4000
3000
1300
4400
2000
8900
7400
DUAL = 3%
TTST = 1%
DIR = 75%
DHV = 13%
17200
5200
400
800
-L-/-Y12-
-L-/-Y13-
SEE SHEET NO. 12 FOR PLAN
80'R
80'R
4'R
1'R
3'R
2'R
50'R
50'R 50'R
2.75'R
50'R
12'
14'
5.5'17.5'
(MCCRIMMON PKWY)
-L- SR 1635
(MCCRIMMON PKWY)
-L- SR 1635
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 9%
-Y12-
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 9%
DUAL = 3%
TTST = 2%
DIR = 60%
DHV = 9%
2041 ADT
2021 ADT
24900
-
16780
-
12190
-
20320
-
32500
-
LEGEND
CURB RAMP
5" MONO. CONC. ISLAND
4" CONCRETE SIDEWALK
CR
SEE SHEET NO. 11 FOR PLAN
DETAILS
INTERSECTION

0 5025
EXISTING RAILROAD CROSSING CLOSURE DETAIL
SEE SHEET NO. 11 FOR PLAN
-Y10-/-NCRR-
CAT-1
CAT-1 -NCRR--Y10-(NCRR) R/WEX. RAILROAD(NCRR) R/WEX. RAILROAD200.00'370.145:12.0%2:112
.5
:1
EXISTING GROUND
TO BE REMOVED
EXISTING PAVEMENT
-NCRR- Sta. 17+00.83
370
010203040 10 20 30 40
375
365
375
365
370
PAVEMENT REMOVAL
ON DISPOSAL LOCATION.
TO COORDINATE WITH ENGINEER AND RAILROAD
MUST REMAIN IN THE RAILROAD R/W. CONTRACTOR
9. ANY EARTHWORK WITHIN THE RAILROAD R/W
PRIOR TO ALTERING ANY TRAFFIC PATTERN.
8. ENSURE ALL NECESSARY SIGNING IS IN PLACE
CONTROL.
THE ROADWAY STANDARD DRAWINGS AND TRAFFIC
THE CROSSING SHALL BE IN ACCORDANCE WITH
TMP'S. SIGNING AND DEVICES REQUIRED TO CLOSE
7. PROVIDE PERMANENT SIGNING AS PER THE
REMOVED.
PAVEMENT MARKINGS AND SIGNAGE SHALL BE
6. THE RR CROSSING ADVANCE WARNING
DITCHES SHALL BE REMOVED.
DRAIN. ANY EXISTING CULVERTS IN THE RAILROAD
TOPOGRAPHY AND GRADE EXISTING DITCHES TO
ROADBED AND GRADE ARE TO MATCH ADJACENT
5. CONTRACTOR SHALL REMOVE EXISTING ROADWAY
UNDERGROUND UTILITIES IN THE WORK AREA.
811 AND NORFOLK SOUTHERN TO LOCATE
4. CONTRACTOR SHALL CONTACT NORTH CAROLINA
BALLAST LINE.
DISTURBED AREA OUTSIDE THE RAILROAD
3. CONTRACTOR SHALL SEED AND MULCH THE
HAULED OFF BY THE NCDOT CONTRACTOR.
THE RAILROAD. THE EXISTING PAVEMENT WILL BE
RAILROAD BALLAST LINE WILL BE REMOVED BY
TIMBER, AND RAIL SEAL FLANGES INSIDE THE
2. THE EXISTING RAILROAD FLASHERS, PAVEMENT,
PARKWAY.
SCHEDULE THE CLOSURE OF MCCRIMMON
1. CONTACT THE NCDOT RESIDENT ENGINEER TO
NOTES:
MAINTAIN POSITIVE DRAINAGE
MATCH EXISTING CONDITIONS &
APPROX. PROPOSED GRADE TO
-L- PT Sta. 117+79.19
-Y13- POT Sta. 17+29.37
-L- POT Sta. 118+73.15 =
-Y12- POT Sta. 19+56.60
-L- POT Sta. 105+90.87 =
-Y12- PT Sta. 19+12.37
-NCRR- POT Sta. 18+08.62
-Y10- PT Sta. 20+39.89
734 750N, MP H 67+0105
-NCRR- POT Sta. 17+00.83
-Y10- POT Sta. 20+58.53 =
-Y10-(CHAPEL HILL RD)-Y11- NC 54NC GRIDNAD 83/ NA 2011NC GRIDNAD 83/ NA 2011
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/993/5/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
3:1D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 82+00 TO STA. 84+00 -L- (RT)
DETAIL 6
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
FROM STA. 100+00 TO STA. 102+85 -L- (LT)
FROM STA. 93+00 TO STA. 94+25 -L- (LT)
b= 5 Ft.
Min. D= 2.0 Ft.
DETAIL 7
Ground
Natural
Slope
Fill
4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 12+60 TO STA. 12+80 -Y6- (RT)
FROM STA. 51+95 TO STA. 52+25 -L- (LT)
FROM STA. 50+40 TO STA. 51+95 -L- (LT)
DETAIL 2
GROUND
NATURAL
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
FROM STA. 84+00 TO STA. 85+50 -L- (RT)
DETAIL 10
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 11
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
STA. 11+25 -Y10- (LT)
C Proposed Ditch
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 82+50 TO STA. 88+00 -L- (LT)
DETAIL 9
GROUND
NATURAL
2:1 or Flatter
D
( Not to Scale)
STANDARD 'V' DITCH
DETAIL 12
Ground
Natural
Ground
Natural
Flatter2:1 or
Min. D= 2 Ft.
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 35+75 TO STA. 41+00 -Y2- (RT)
Min. D= 1.0 Ft.
DETAIL 14
Ground
Natural
Flatter2:1 or
Slope
Fill
-Y9- STA. 17+10 (LT)
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
-Y9- STA. 11+25 (LT)
DETAIL 13
B= 3 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
or Flatter
2:
1
or Flatter2:1
2D-1
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
FROM STA. 42+50 TO STA. 44+00 -Y2- (RT)
FROM STA. 11+10 -Y10- (LT) TO STA. 87+00 -L- (RT)
Min. D= 1.5 Ft.
DETAIL 4
Ground
Natural
Flatter3:1 or
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
3:
1 3:1
D
b
d
1"/Ft.
FROM STA. 102+85 TO STA. 106+80 -L- (LT)
FROM STA. 88+50 TO STA. 93+00 -L- (LT)
Slope
Fill
Type of Liner= Class 'B' Rip-Rap b= 5 Ft.
Max. d= 1.5 Ft.
Min. D= 2.0 Ft.
DETAIL 8
Ground
Natural
Geotextile 2:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
or Flatter2:1D
FROM STA. 11+50 TO STA. 15+50 -Y10- (LT)
FROM STA. 101+25 TO STA. 102+32 -L- (RT)
FROM STA. 42+19 TO STA. 44+50 -L- (LT)
FROM STA. 40+50 TO STA. 42+19 -L- (LT)
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Flatter3:1 or
Slope
Fill
FROM STA. 22+50 TO STA. 24+00 -Y2- (LT)
FROM STA. 19+40 TO STA. 21+25 -Y2- (LT)
FROM STA. 81+55 TO STA. 81+95 -L- (RT)
FROM STA. 81+14 TO STA. 81+44 -L- (RT)
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 2 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 15
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 14+50 TO STA. 15+00 -Y9- (LT)
FROM STA. 11+28 TO STA. 13+00 -Y9- (LT)
FROM STA. 111+00 TO STA. 111+50 -L- (LT)
FROM STA. 107+50 TO STA. 110+03 -L- (LT)
FROM STA. 79+17 TO STA. 80+50-L- (LT)
FROM STA. 59+00 TO STA. 62+00 -L- (LT)
FROM STA. 30+00 TO STA. 32+35 -L- (LT)
FROM STA. 23+50 TO STA. 24+75 -L- (RT)
Min. D= 1.0 Ft.
DETAIL 3
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1-10:1D
FROM STA. 26+00 TO STA. 30+00 -Y2- (RT)
Min. D= 1.0 Ft.
DETAIL 16
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
Type of Liner= Class 'B' Rip-Rap
Slope
Fill
Ground
Natural
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 81+60 TO STA. 82+50 -L- (LT)
Slope
Fill
Type of Liner= ? Rip-Rap
Max. d= 5 Ft.
Min. D= 1 Ft.
DETAIL 5
Ground
Natural
Geotextile
FROM STA. 80+50 TO STA. 81+40 -L- (LT)
DETAIL 17
3:13:1
Max. d= 1 Ft.
Min. D= 1.5 Ft.
2D-2U-5747
SHEET NO.PROJECT REFERENCE NO.REVISIONS U-5747 3B-1
IN CUBIC YARDS
WASTEBORROWLOCATIONEXCAVATION
UNCLASSIFIED
EMBT+%EXCAVATION
UNDERCUT
PRELIMINARY SUMMARY OF EARTHWORK
-L- 10+35.00 TO 25+51.75 972 6738 0
0
-L- 98+76.45 TO 121+75.00 0
52 27 0
0
TOTALS
0
0
25
-L- 27+25.45 TO 95+16.45
5766
7598 149243 141645
2223 124963 122740
-Y2- 12+20.00 TO 45+95.00
-Y3- 10+65.00 TO 11+59.71
-Y6- 12+50.00 TO 16+10.00
-Y9- 10+85.00 TO 20+10.00
-Y10- 10+38.50 TO 19+55.00
-Y12- 11+95.89 TO 19+14.60
03862
264
565
871
368
593
1114
1315
549
9527
30991131190216748
17990
9895
14128
329
444
0
0
SURVEY
LINE BEG. STA.
DIST.
FROM
E.O.L.
"N"LENGTH
SHOP
CURVED
DOUBLE
FACED
APPROACH
END
TRAILING
END
STRAIGHT
END STA.LOCATION
LESS ANCHOR DEDUCTIONS
SUBTOTAL
=
SAY
TOTAL
TOTAL
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END
W ANCHORS
REMARKS
GUARDRAIL
EXISTING
REMOVE
EA G NG
-L-1
=
WARRANT POINT
SECTIONS
TERMINALSHOULDER
END
CAT-1
CAT-1
1
GUARDRAIL
EXISTING
AND RESET
REMOVE
TYPE TL-3
ATTENUATOR
IMPACT
RT 1
1
88+50.00 94+50.61 16'14'
GREU TL-3 7 @ 50.00'
TL-3
GREU
4285.24
600.61'
ADDITIONAL GUARDRAIL POSTS = 2 EA
89+00.00 94+50.61
GUARDRAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
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 ATTENUATOR TYPE TL-3
NG = NON-GATING IMPACT ATTENUATOR TYPE TL-3
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
4 @ 18.75'
9 @ 6.25'
IAU TL-3 2 @ 21.00
-L-88+93.75 LT 552.02'94+45.77 94+45.77 89+00.00 14'16'11
-L-93+73.00 95+16.45
-L-93+94.00
143.45'MED - RT
MED - LT
4.5'225'
45'3'
B-77 TYPE III
1
1
TYPE-III
B-77 4 @ 22.875'
6.25'
6.25'95+16.45 122.45'
1
TIE TRAILING END TO IAU-TYPE III
-L-
-L-
-L-
-L-98+76.45
98+76.45
99+99.00 MED - RT
MED - LT
122.55'
93+73.00 95+16.45
93+94.00 95+16.45
100+20.00 143.55
98+76.45
98+76.45 100+20.00
99+99.00
93.75'
93.75'
93.75'
93.75'
6.25'
6.25'
99+82.15 LT 667.85'
1
1 1
1
1106+50.00 99+82.15106+00.00 1
RT 290.00'102+00.00 104+90.00 102+00.00 104+90.00-L-
-L-111+17.30 113+22.26 LT 204.96'
14'16'
14'16'
111+50.00112+72.26 11
-Y12-LT18+52.70 85.4'145.1'18+52.70 15+93.7515+93.75 14'16'
14'16'
1 TIE TO -L- STA. 104+90
-L-77+25.00 84+06.25 RT 681.25'14'16'11
-Y2-14+43.50 16+71.25 RT 227.75 14+65.00 16+65.00 14'16'1 1
-Y2-32+81.55 34+57.95 RT 176.40'2.5'5.5'34+20.00 34+40.00 1 1
-Y2-39+14.00 41+81.00 RT 267.00'2.5'5.5'39+14.00 41+74.75 1 1
56.25'
350.00'
=75.00'
=
91.50'
=42.00'
3670.49
145.1'
150'3675'
LINE STATION TO STATION LOCATION SQ. YDS.
REMOVAL OF EXISTING ASPHALT PAVEMENT
SAY
TOTAL
-L-33+58 TO 34+45 LT
845-L-LT
401
405
30+26 TO 32+99
137
1586-Y10-19+60 TO 21+59 RT & LT
2463-L-RT106+00 TO 109+90
-L-LT 13583+05 TO 83+85
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-1
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
L 12+21 29 RT 0401 371.2 1 1
L 12+21 41 RT 0402 370.6 1 1 1
0402 0401 367.6 366.9 12
L 12+75 41 RT 0403 370.9 1 1 1
0403 0402 367.9 367.6 52
L 12+75 5 RT 0404 372.3 1 1 1 1
0404 0403 369.1 367.9 36
L 13+48 3 RT 0405 372.6 1 1 1 1
0405 0404 369.5 369.1 72
L 14+62 41 RT 0406 371.9 1 1 1
0406 0407 368.2 367.4 12
L 14+62 29 RT 0407 369.4 0.5526
L 14+63 9 LT 0408 373.5 1 1.7 1 1 1
L 14+64 32 LT 0409 374.3 1 1
L 15+00 10 LT 0412 373.8 1 1 1 1
0412 0408 370.8 370.5 36
L 15+35 9 LT 0413 374.1 1 1 1 1
0413 0412 371.1 370.8 36
L 15+35 40 LT 0414 374.5 1 1 1
0414 0413 371.5 371.1 28
L 16+59 41 LT 0415 375.5 1 1 1
0415 0414 372.5 371.5 124
Y1 11+27 51 RT 0416 377.5 1 1 1
0416 0415 375.3 372.5 44
L 15+75 41 RT 0417 373.6 1 1 1
0417 0406 370.6 368.9 112
L 18+23 40 LT 0419 379.2 1 5.0 0.2 1 1
L 19+00 41 LT 0420 381.6 1 1 1
0420 0419 378.6 376.2 76
L 18+50 41 RT 0424 380.0 1 1 1
0424 0430 377.0 375.4 0.3 48
L 20+50 42 RT 0425 386.1 1 1 1
0425 0424 383.1 377.0 200
L 20+50 3 LT 0426 387.6 1 1 1
0426 0425 383.5 383.1 44
Y1A 10+95 25 LT 0429 375.0 1 1 1
0429 0422 371.8 370.5 88
L 18+00 47 RT 0430 378.4 1 1 1
0430 0429 375.2 371.8 60
L 21+00 43 LT 0431 387.3 1 1 1
0431 0420 384.3 378.6 200
L 24+75 11 LT 0501 391.7 1 1 1 1
0501 0502 388.5 387.9 36
L 24+75 46 LT 0502 390.9 1 1 1
0502 0503 387.9 387.7 56
L 25+25 74 LT 0503 390.7 1 1 1
0503 0504 387.7 387.3 76
Y2 29+60 77 RT 0504 390.3 1 1 1
0504 0505 387.3 386.9 28
Y2 29+60 49 RT 0505 390.0 1 1 1 1
1316 148 12 25 6.7 0.2 19 5 14 4 3 5 5 1 3 2 0.5526SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-2
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
0505 0506 386.9 386.8 8
Y2 29+50 49 RT 0506 390.0 1 1 1 1
0506 0507 386.8 386.3 168
Y2 27+80 49 RT 0507 390.0 1 1 1 1
0507 0508 386.3 385.5 40
Y2 27+80 7 RT 0508 388.5 1 1 1 1
0508 0511 385.2 384.9 104
Y2 30+20 7 RT 0509 389.1 1 1 1 1
0509 0510 386.1 385.8 124
Y2 28+96 7 RT 0510 388.8 1 1 1 1
0510 0508 385.8 385.5 116
Y2 26+75 7 RT 0511 388.2 1 1 1 1
0511 1310 384.9 384.2 148
Y2 29+50 47 LT 0512 387.4 1 1 1 1
0512 0513 384.4 384.1 100
Y2 28+50 47 LT 0513 387.1 1 1 1 1
0513 0514 384.1 383.0 40
Y2 28+50 86 LT 0514 386.2 1 1 1 1
0514 0515 383.0 382.3 20
Y2 28+50 107 LT 0515 385.3 1 1 1
0515 0516 382.0 381.6 180
Y2 26+65 103 LT 0516 384.9 1 1 1
0516 1303 381.6 381.5 24
Y2 27+00 47 LT 0517 386.9 1 1 1 1
0517 0518 383.7 382.6 36
Y2 27+00 84 LT 0518 385.8 1 1 1 1
0518 1302 382.6 382.4 56
L 24+75 57 RT 0519 390.7 1 1 1
0519 0520 386.9 383.5 32 2
L 24+75 90 RT 0520 386.3 1 1 1
0520 0521 383.5 383.1 76
Y2 32+00 90 RT 0521 391.0 1 2.9 1 1 1
0521 0522 383.1 382.6 88
Y2 32+10 3 RT 0522 389.0 1 1.4 1 1 1
0522 0523 382.6 382.3 64
Y2 31+80 53 LT 0523 388.2 1 0.8 1 1
0523 0524 382.3 381.2 108
L 28+00 47 RT 0524 384.2 1 1 1
0524 0525 381.2 380.8 36
L 28+00 11 RT 0525 383.9 1 1 1 1
0525 0526 380.8 378.2 72
L 28+75 11 RT 0526 381.4 1 1 1 1
0526 0527 378.2 376.1 0.3 72
L 29+50 11 RT 0527 379.3 1 1 1 1
0527 0528 376.1 374.8 0.4 60
L 30+10 11 RT 0528 378.0 1 1 1 1
0528 0529 374.8 373.6 0.4 88
L 31+00 11 RT 0529 376.7 1 1 1 1
0529 0530 373.6 371.9 0.5 116
L 32+15 11 RT 0530 376.1 1 1 1 1
32 1488 456 25 5.1 12 2 9 1 11 8 11 11 1 1 1 1 2SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-3
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
0530 0531 371.9 371.6 0.7 16
L 32+32 11 RT 0531 376.1 1 1 1 1
0531 0533 371.6 370.7 0.9 52
L 33+00 9 RT 0532 376.4 1 1 1 1
0532 0531 373.4 371.6 68
L 32+32 42 LT 0533 373.9 1 1 1
0533 0535 370.7 370.5 1.6 20
L 32+15 42 LT 0534 373.9 1 1 1
0534 0533 370.9 370.7 16
L 32+35 63 LT 0535 372.7 1 1 1
L 29+00 56 LT 0537 379.0 1 1 1
0537 0538 376.0 374.7 48
L 29+50 56 LT 0538 377.7 1 1 1
0538 0539 374.7 372.1 120
L 30+70 56 LT 0539 375.1 1 1 1
Y2 32+75 89 RT 0541 390.7 1 1 1 1
0541 0542 387.5 387.1 32
Y2 32+75 56 RT 0542 390.1 1 1 1 1
0542 0543 387.1 385.8 52
Y2 32+75 4 RT 0543 388.8 1 1 1 1
0543 0544 385.8 385.4 124
Y2 34+00 4 RT 0544 388.4 1 1 1 1
0544 0545 385.4 385.1 100
Y2 35+00 4 RT 0545 388.1 1 1 1 1
0545 0550 384.8 382.8 64
Y2 35+00 53 RT 0546 389.7 1 1 1 1
0546 0545 386.5 385.1 48
Y2 35+00 86 RT 0547 390.7 1 1 1 1
0547 0546 387.5 386.5 32
Y2 34+50 53 RT 0548 389.9 1 1 1 1
0548 0546 386.7 386.5 48
Y2 33+25 61 LT 0549 388.7 1 1 1
0549 0550 383.7 383.1 172
Y2 35+00 60 LT 0550 386.0 1 1 1
0550 0551 382.8 382.3 100
Y2 36+00 54 LT 0551 385.9 1 1 1
0551 1403 382.3 381.4 164
Y2 36+20 10 RT 0552 387.8 1 1 1 1
0552 1401 384.6 383.6 0.3 84
Y2 36+20 62 RT 0553 389.5 1 1 1 1
0553 0552 386.0 384.8 52
Y2 36+45 57 RT 0554 389.3 1 1 1 1
0554 0553 386.1 386.0 24
L 22+27 56 RT 0598 389.6 1 1 1
0598 0425 386.6 383.1 176
L 21+60 11 LT 0599 389.5 1 1 1 1
0599 0426 386.4 383.5 108
L 34+65 5 RT 0601 376.3 1 1 1 1
0601 0602 373.3 373.1 48
L 35+15 1 LT 0602 376.1 1 1 1 1
1356 412 26 18 2 4 12 7 9 7 7 1 1SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-4
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
0602 0603 373.1 371.4 40
L 35+15 41 LT 0603 374.4 1 1 1
0603 0604 371.1 368.6 52
L 35+68 40 LT 0604 374.4 1 1.3 1 1
L 36+56 40 LT 0605 374.7 1 0.7 1 1
0605 0604 369.0 368.6 84
L 36+56 2 LT 0606 376.3 1 0.6 1 1 1
L 37+82 40 LT 0607 375.7 1 1 1
0607 0605 372.7 371.7 120
L 36+56 35 LT 0608 370.6 0.3990
0608 0605 369.3 369.0 4
L 40+29 41 LT 0615 378.7 1 1 1
L 40+96 41 RT 0616 379.2 1 1.2 1 1
L 42+45 41 LT 0617 381.7 1 1 1
0617 0632 376.8 376.6 8
L 42+46 1 LT 0618 381.1 1 0.6 1 1 1
L 43+18 10 LT 0619 381.8 1 1 1 1
0619 0618 378.8 378.1 72
L 42+43 41 RT 0620 380.1 1 1.1 1 1
L 42+46 6 LT 0621 377.0 0.4465
0621 0618 375.5 375.5 4
L 44+85 10 LT 0622 381.8 1 1 1 1
0622 0623 378.8 377.6 128
L 46+13 9 LT 0623 381.0 1 0.1 1 1 1
0623 0703 375.9 374.6 140
L 46+13 40 LT 0624 381.9 1 0.7 1 1
0624 0623 376.1 375.9 28
L 46+50 40 RT 0625 379.0 1 1 1
0625 0701 376.0 372.3 172
0630 0617 378.0 376.8 36
L 42+44 37 RT 0631 376.4 0.4465
0631 0620 374.9 374.9 4
L 42+45 35 LT 0632 378.1 0.4465
L 43+67 10 LT 0634 382.0 1 1 1 1
0634 0619 379.0 378.8 48
L 40+58 41 LT 0635 378.9 1 1 1
0635 0615 375.9 375.7 28
L 48+27 41 RT 0701 375.3 1 1 1
0701 0702 371.3 365.6 0.4 220
L 50+50 41 RT 0702 368.9 1 1 1
0702 0706 365.6 363.0 0.6 140
L 47+53 9 LT 0703 378.7 1 1 1 1
0703 0704 374.6 373.4 72
L 48+27 10 LT 0704 376.6 1 1 1 1
0704 0701 371.9 371.3 52
L 48+80 9 LT 0705 374.9 1 1 1 1
0705 0704 372.7 372.2 52
L 51+91 41 RT 0706 366.3 1 1 1
L 51+85 6 LT 0707 367.4 1 0.4 1 1 1
0707 0706 362.0 361.5 44
220 44 664 620 24 6.7 23 1 16 6 1 9 1 1 1.7385
Special Min Depth CB
SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-5
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
L 50+53 41 LT 0709 368.8 1 1 1
0709 0710 365.8 363.3 132
L 51+84 41 LT 0710 366.3 1 1 1
0710 0707 362.3 362.0 32
L 51+93 58 LT 0711 365.0 1 1 1
0711 0710 362.5 362.3 0.3 20
Y6 14+90 19 RT 0712 362.8 1 1 1
0712 0715 360.6 360.2 36
Y6 14+90 19 LT 0715 362.7 1 1 1
0715 0716 360.2 359.9 32 x x
Y6 12+60 21 RT 0717 366.4 1
Y6 12+66 21 LT 0718 365.6 1 1 1
0718 0719 362.6 361.0 0.5 112
L 54+00 40 LT 0719 364.0 1 1 1
0719 0721 361.0 359.8 1.0 116
L 54+00 41 RT 0720 364.0 1 1 1
0720 0725 360.0 358.3 248
L 55+15 41 LT 0721 362.8 1 1 1
0721 0722 359.5 357.8 0.5 160
L 56+75 41 LT 0722 361.0 1 1 1
0722 0724 357.8 355.7 0.6 196
0723 0711 363.2 362.8 64
L 58+70 41 LT 0724 358.9 1 1 1
0724 0804 355.7 353.6 0.8 172
L 56+50 40 RT 0725 361.3 1 1 1
0725 0726 358.3 356.2 188
L 58+40 41 RT 0726 359.2 1 1 1
0726 0801 356.2 355.0 88
Y6 12+00 20 LT 0727 366.1 1 1 1
0727 0718 363.1 362.6 0.5 64
Y6 11+71 20 LT 0728 366.7 1 1 1
0728 0727 363.7 363.1 0.4 24
L 49+23 57 LT 0731 371.5 1 1
L 49+24 70 LT 0732 371.8 1 1 1
L 59+30 51 RT 0801 358.0 1 1 1
0801 0802 355.0 352.9 0.3 168
L 61+00 52 RT 0802 355.9 1 1 1
0802 0803 352.9 351.9 0.6 132
L 62+32 53 RT 0803 354.1 1 1 1
0803 0806 351.6 350.9 0.3 92
L 60+41 41 LT 0804 356.9 1 1 1
0804 0805 353.6 351.6 1.0 160
L 62+00 41 LT 0805 354.8 1 1 1
L 62+53 39 LT 0806 354.4 1 1
0807 0805 353.5 351.8 24
Y9 11+09 21 RT 0901 372.5 1
Y9 11+24 31 LT 0902 366.5 0.4465
0902 0903 365.0 364.5 12
Y9 13+50 36 RT 0904 368.9 1 1 1
0904 0905 365.9 363.0 168
56 32 1540 812 22 21 3 7 11 1 1 2 2 2 0.4465
Special Min Depth CB
Special Min Depth CB
Clean out CB
Special Min Depth CB
SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-6
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
0906 0907 362.2 361.4 76
Y9 15+30 27 LT 0907 366.0 1 1 1
0907 0923 361.4 358.6 120
Y9 15+00 40 LT 0908 364.9 1 1 1
0908 0907 361.9 361.6 32
L 78+90 51 RT 0909 363.8 1 1 1
0909 0910 360.8 358.2 32 x x
Y9 17+10 29 LT 0911 360.0 1 1
0911 0912 356.2 356.0 32
L 80+40 10 RT 0913 362.0 1 1 1 1
0913 0917 358.0 357.6 60
L 81+25 9 RT 0914 361.4 1 1 1 1
0914 0913 358.4 358.0 84
L 81+89 10 RT 0915 361.3 1 1 1 1
0915 0916 358.3 357.7 60
L 82+50 10 RT 0916 361.4 1 1 1 1
0916 0920 357.4 354.9 60
L 80+40 52 LT 0917 360.6 1 1 1
0917 0918 357.4 355.9 0.3 36 x x
L 81+89 53 LT 0919 358.7 1 1 1
0919 0920 355.7 355.1 60
L 82+50 52 LT 0920 358.9 1 1 1
0920 0921 354.9 353.9 0.4 28 x x
L 79+90 53 LT 0923 361.8 1 1 1
0923 0917 358.6 357.4 48
L 81+50 75 LT 0928 356.5 4.500
0928 0927 353.4 352.6 0.3 304
L 84+50 40 LT 1001 362.0 1 1 1
1001 0920 359.0 355.9 192
L 84+00 10 RT 1002 363.0 1 1 1 1
1002 0916 360.0 358.4 152
Y10 11+11 16 LT 1004 367.0 1 1 1
1004 1003 363.0 361.3 0.4 60
1005 1004 363.8 363.0 0.3 20
L 87+06 41 RT 1007 370.6 1 1 1
1007 1006 367.6 367.5 28 x x
L 87+30 3 RT 1008 372.3 1 1 1 1
1008 1007 369.3 367.6 44
L 88+07 2 RT 1009 375.7 1 1 1 1
1009 1016 372.7 369.7 64
L 90+00 2 RT 1010 385.4 1 1 1 1
1010 1013 382.2 381.0 36
L 91+77 10 LT 1011 394.8 1 1 1 1
1011 1010 391.8 382.5 176
L 93+50 9 LT 1012 402.2 1 1 1 1
1012 1011 399.2 391.8 172
L 90+00 40 RT 1013 384.2 1 1 1
1013 1015 381.0 367.8 1.3 52 2
L 92+00 41 RT 1014 394.4 1 1 1
1014 1013 391.4 381.2 196
60 64 52 136 1292 316 304 4.500 23 21 2 5 14 10 1 1 1 2
2 @ 152 LF EACH
SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-7
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
L 87+40 3 RT 1016 372.7 1 1 1 1
1016 1008 369.7 369.3 8
1019 1020 364.5 363.5 268
L 94+75 8 LT 1100 405.3 1 1 1 1
1100 1012 402.3 399.2 124
Y12 1+47 LT 1104 366.5 1 1 1
1104 1103 363.2 362.0 60
Y12 17+39 64 RT 1112 359.4 1 1
Y12 17+00 47 RT 1113 362.1 1 4.6 1 1
Y12 16+10 48 RT 1114 359.7 1 1 1
1114 1113 355.2 352.5 0.3 100
1115 1114 355.9 355.7 24 x x
Y12 15+50 49 RT 1116 360.4 1 1 1
1116 1146 357.1 356.7 0.6 48
Y12 13+25 37 RT 1117 367.0 1 1 1
1117 1116 363.7 357.1 0.5 232
Y12 17+27 7 RT 1118 362.5 1 5.0 7.3 1 1 1
Y12 17+00 7 RT 1119 361.6 1 1 1 1
1119 1118 358.6 358.1 28
Y12 18+00 7 RT 1120 365.7 1 1 1 1
1120 1118 362.7 359.5 72
Y12 17+17 24 LT 1121 359.2 1
Y12 17+12 37 LT 1122 361.0 1 5.0 6.2 1 1
Y12 16+81 37 LT 1124 360.2 1 5.0 2.8 1 1
1124 1122 347.4 347.1 24
1126 1125 349.3 348.1 20
Y12 16+10 37 LT 1131 359.4 1 1 1
1131 1125 356.4 351.9 32 2
Y12 18+50 60 LT 1132 368.6 1 1 1
1132 1122 365.4 357.7 112
L 104+75 68 RT 1133 372.9 1 1 1
1133 1132 369.0 365.4 56
L 104+75 44 LT 1134 373.3 1 1 1
1134 1133 370.1 369.0 112
L 103+50 44 LT 1135 378.1 1 1 1
1135 1134 375.1 370.4 124
L 103+50 68 RT 1136 377.7 1 1 1
1136 1133 374.7 369.9 124
L 102+00 65 RT 1138 385.6 1 1 1
1138 1137 382.6 353.0 2.7 84 2
L 100+50 55 RT 1139 394.4 1 1 1
1139 1138 391.4 382.6 0.4 148
L 100+50 11 LT 1140 395.8 1 1 1 1
1140 1139 392.8 391.4 64
L 100+00 11 LT 1141 398.3 1 1 1 1
1141 1140 395.3 392.8 48
L 99+10 8 LT 1142 401.7 1 1 1 1
1142 1141 398.7 395.3 88
L 99+10 40 RT 1143 400.2 1 1 1
1143 1139 397.2 391.4 136
24 116 60 100 24 964 560 20 268 24 19.6 16.3 24 2 16 6 8 1 2 4SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-8
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
Y12 16+00 48 RT 1146 359.9 1 1 1
1146 1114 356.7 356.2 0.6 8
L 102+88 114 RT 1152 357.5 4.500
1152 1147 354.0 352.0 24
L 107+83 44 RT 1154 368.4 1 1 1
1154 1205 364.2 363.5 36
L 107+83 9 RT 1155 369.4 1 1 1 1
1155 1154 364.6 364.2 32
L 107+83 44 LT 1156 368.4 1 1 1
1156 1155 365.2 364.6 52
L 106+75 44 LT 1157 369.0 1 1 1
1157 1156 366.0 365.4 108
1158 1156 367.0 365.4 20
L 108+07 136 RT 1201 364.0 1 1
L 108+25 128 RT 1202 364.2 1 1
L 108+11 99 RT 1203 365.5 1 1
L 108+38 87 RT 1204 366.3 1 1
L 108+20 44 RT 1205 368.5 1 1 1
1205 1204 363.5 362.8 0.5 48
L 108+50 44 RT 1206 368.7 1 1 1
1206 1205 364.4 363.8 28
L 108+50 9 RT 1207 369.6 1 1 1 1
1207 1206 365.1 364.7 32
L 108+50 44 LT 1208 368.7 1 1 1
1208 1207 365.7 365.1 52
L 112+03 44 RT 1212 367.4 1 5.0 1 1
1212 1211 356.6 354.7 28
L 112+02 36 RT 1213 360.4 0.7640
1213 1212 356.9 356.6 8
L 112+00 3 LT 1214 368.4 1 5.0 0.6 1 1 1
L 112+50 44 RT 1216 366.0 1 5.0 4.8 1 1
L 113+25 7 LT 1218 366.1 1
L 117+74 6 LT 1224 357.9 1 1
L 117+26 6 LT 1225 358.1 1 1
L 116+00 6 LT 1226 361.5 1 1 1 1
1226 1225 358.4 354.9 124
L 112+00 11 LT 1227 360.9 0.7640
1227 1214 358.9 358.6 8
L 111+00 62 LT 1229 369.1 1 1 1
1229 1228 366.1 362.9 52
L 111+90 2 LT 1230
1230 1214 365.6 365.4 8
Y2 26+40 47 LT 1301 386.7 1 1 1 1
1301 1302 383.5 382.6 28
Y2 26+40 77 LT 1302 385.8 1 1 1 1
1302 1303 382.4 381.9 20
Y2 26+40 99 LT 1303 384.9 1 1 1
1303 1304 381.5 381.2 0.3 96
Y2 25+40 79 LT 1304 385.1 1 1 1
1304 1305 381.2 381.0 0.3 28
20 32 96 44 392 232 24 4.500 18 15.0 5.4 13 2 6 5 7 1 5 9 4 1 2 1.5280SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-9
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
Y2 25+05 48 LT 1306 385.8 1 1 1 1
1306 1307 382.6 380.2 200
Y2 23+00 47 LT 1307 383.2 1 1 1
1307 1308 380.2 376.2 196
Y2 21+00 47 LT 1308 379.2 1 1 1
1308 1317 374.8 371.6 0.3 148
Y2 21+00 59 LT 1309 378.4 1 1 1
1309 1308 375.4 375.3 12
Y2 25+25 9 RT 1310 387.4 1 1 1 1
1310 1311 384.2 383.8 0.3 48
Y2 24+75 9 RT 1311 387.2 1 1 1 1
1311 1312 383.8 383.1 0.3 64
Y2 24+10 10 RT 1312 386.5 1 1 1 1
1312 1313 383.1 382.7 0.4 16
Y2 24+10 5 LT 1313 386.1 1 1 1 1
1313 1314 382.7 381.9 0.4 60
Y2 23+50 5 LT 1314 385.3 1 1 1 1
1314 1315 381.9 381.1 0.4 60
Y2 22+90 5 LT 1315 384.5 1 1 1 1
1315 1316 381.1 377.7 0.5 188
Y2 21+00 5 LT 1316 381.1 1 1 1 1
1316 1308 377.7 376.0 0.6 40
Y2 19+50 47 LT 1317 375.3 1 1 1
1317 1319 371.6 366.3 0.4 196
Y2 19+50 60 LT 1318 375.3 1 1 1
1318 1317 372.5 372.3 12
Y2 17+50 47 LT 1319 370.0 1 1 1
1319 1320 366.3 360.8 0.6 196
Y2 15+50 47 LT 1320 364.6 1 1 1
1320 1321 360.8 355.6 0.7 192
Y2 13+56 47 LT 1321 359.3 1 1.5 1 1
Y2 16+00 6 RT 1326 368.2 1 1 1 1
1326 1325 365.0 361.4 124
Y2 19+50 7 RT 1327 377.4 1 1 1 1
1327 1328 374.4 369.1 200
Y2 17+50 7 RT 1328 372.1 1 1 1 1
1328 1319 368.9 366.8 52
Y2 37+00 14 LT 1401 387.0 1 1 1 1
1401 1402 383.6 383.2 0.4 68
Y2 37+70 15 LT 1402 386.6 1 1 1 1
1402 1403 383.2 381.9 0.4 40
Y2 37+70 57 LT 1403 385.1 1 1 1
1403 1404 380.9 379.2 148
Y2 39+25 54 LT 1404 382.9 1 1 1
1404 1405 379.2 378.5 0.3 104
Y2 40+30 53 LT 1405 382.3 1 1 1
1405 1410 378.5 377.9 0.4 128
Y2 38+25 13 RT 1406 386.8 1 1 1 1
1406 1407 383.7 382.0 100
Y2 39+26 13 RT 1407 385.1 1 1 1 1
832 648 1112 26 1.5 12 9 3 12 3 12 12 2 2SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-10
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
1407 1408 382.0 380.8 52
Y2 39+80 12 RT 1408 384.0 1 1 1 1
1408 1409 380.8 380.0 48
Y2 40+30 11 RT 1409 383.0 1 1 1 1
1409 1405 379.8 379.0 64
Y2 41+58 51 LT 1410 382.7 1 5.0 1.6 1 1
Y2 41+58 9 LT 1412 382.2 1 5.0 1.0 1 1 1
Y2 41+39 8 LT 1413 382.2 1 1 1 1
1413 1412 379.2 378.3 20
Y2 42+09 8 LT 1414 382.3 1 1 1 1
1414 1412 378.3 377.7 52
Y2 41+58 3 LT 1415 374.2 0.7640
1415 1412 371.2 371.2 0.4 8
Y2 41+58 50 RT 1416 381.4 1 4.9 1 1
Y2 42+50 49 RT 1417 380.7 1 1 1
1417 1416 377.8 377.3 88
Y2 43+00 49 RT 1418 381.1 1 1 1
1418 1417 378.1 377.8 48
Y2 44+25 49 RT 1419 382.4 1 1 1
1419 1418 379.4 378.1 120
Y2 38+99 78 RT 1422 40
L 102+95 22 RT 115
L 103+28 63 LT 65
L 36+81 7 RT 47
L 36+56 4 RT 9
L 36+12 39 LT 82
L 35+28 48 LT 75
L 34+93 32 LT 43
L 45+43 28 RT 39
L 46+10 33 RT 88
L 48+17 40 RT 313
L 50+83 38 RT 213
L 53+54 22 LT 4
L 53+99 22 LT 80
L 55+46 23 LT 207
L 57+83 28 LT 263
L 59+78 35 LT 123
L 61+20 38 LT 156
L 101+22 30 LT 381
L 103+65 129 RT 197
Y12 12+39 41 LT 45
Y12 14+71 35 RT 296
L 46+17 34 LT 14
L 47+40 21 LT 240
L 12+73 29 RT 101
L 40+28 39 LT 2
L 50+01 21 LT 277
L 51+62 22 LT 40
L 51+83 34 LT 23
L 55+87 35 RT 30
8 428 64 40 10 14.9 2.6 9 3 1 5 1 4 1 1 0.7640 3568
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
15"
18"
18"
18"
18"
15"
15"
18"
15"
15"
15"
15"
18"
60"
60"
24"
24"
SHEET TOTALS
12"
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-11
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
L 58+58 44 RT 26
L 59+57 39 RT 167
L 61+39 37 RT 193
Y9 13+07 24 RT 34
Y9 13+90 29 RT 25
L 78+39 28 LT 7
L 79+00 24 LT 7
L 80+18 22 LT 225
L 81+34 16 LT 12
L 81+39 15 LT 12
L 81+28 23 RT 7
L 81+33 24 RT 7
L 81+69 3 LT 60
L 84+55 107 RT 92
Y10 19+16 0 CL 72
L 57+56 38 RT 41
Y6 15+08 24 LT 24
Y12 16+52 37 RT 62
Y12 16+91 44 RT 24
Y12 16+11 53 RT 36
Y12 16+87 33 LT 13
Y12 17+06 26 LT 17
L 117+01 7 LT 45
L 108+26 56 RT 62
L 112+00 8 LT 3
L 99+50 100 LT 87
L 24+12 52 RT 133
L 24+78 71 RT 23
L 27+64 78 RT 160
L 23+44 20 RT 2
L 23+15 6 LT 3
L 30+51 48 LT 36
L 32+31 35 LT 10
L 32+71 57 LT 65
Y6 15+04 0 CL 1
L 24+85 10 RT 4
L 25+05 61 LT 50
Y14 10+76 6 RT 5
L 18+22 36 LT 10
Y2 37+82 14 LT 3
Y2 37+63 20 RT 42
Y2 36+20 34 RT 243
Y2 34+11 54 RT 172
Y2 31+96 61 RT 9
Y2 22+60 31 RT 2
Y2 25+20 39 RT 4
Y2 25+17 25 LT 4
Y2 25+18 71 LT 22
Y2 32+93 19 LT 22
Y2 28+69 29 RT 187
58 2514
24"
15"
15"
15"
15"
15"
15"
15"
15"
15"
24"
15"
24"
17"
24"
15"
24"
18"
18"
24"
18"
15"
15"
18"
18"
15"
18"
15"
15"
18"
36"
18"
36"
15"
15"
12"
15"
18"
36"
SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE HDPE DO NOT USE PVC.064.064.07912
18" SIDE DRAIN PIPE30
J.B. STD. 840.31 OR STD. 840.3218 24
G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
12 15
R. C. PIPE
CLASS III
30
.079.064.0643618
.10915
.10936
DO NOT USE RCP302418
DO NOT USE CAAPLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
4824 48
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
42 36151842
15" C.S. ELBOW D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 48
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TO421215
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.2236 30301224 48 48LL22171
TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B. 18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.
SHEET NO.
3D-12
PROJECT NO.
U-5747
C. S. PIPE R. C. PIPE
CLASS V
18 3624 42
C.B. STD. 840.01 OR STD. 840.02CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING C.B. to T.B.J.B.FRAME,
GRATES,
AND HOOD
STD. 840.03
G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27MASONRYDRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
Y2 26+47 13 RT 255
Y2 17+78 30 LT 51
Y2 16+27 2 LT 298
604
136 88 148 52 32 512 176 76 10272 4268 1124 20 24 572 40 9.000 223 172 17 78 77 43 55 43 47 3 1 4 3 1 8 2 4 4 3 2 6 2 58 5.0296 6686PROJECT TOTALS
SHEET TOTALS
101.4
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. T.B.D.I. FOR STEEL GRATES STD. 840.36THICKNESS
OR GAUGE
72
R. C. PIPE
CLASS V
78 548466
DO NOT USE HDPE DO NOT USE PVC846654
R. C. PIPE
CLASS IV
5460
R. C. PIPE
CLASS III
72 78
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54 INCHES & OVER)
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATION66 72 785460
DO NOT USE CAAPW.S. DO NOT USE RCP84
DO NOT USE CSPOFFSETSTRUCTURE NUMBER FROM TOMINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC) DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35GRATED DROP INLET
ABBREVIATIONS
7860667260 84
ADJUST C.B. OPEN THROAT C.B. STD. 840.04 OR STD. 840.05 D.I. FRAME AND GRATES STD. 840.16 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 CONCRETE BRIDGE APPROACH D.I. STD. 840.13 D.I. STD. 840.14 OR STD. 840.15 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22 G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32CONCRETETRANSITIONALSECTION D.I. STD. 852.04 OR STD. 852.06 C.B. STD. 852.05NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
QUANTITIES
FOR DRAINAGE
STRUCTURES
10' AND ABOVEGRATE
TYPE
FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24CORRUGATED ALUMINIUM ALLOY
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72T.B.D.I.
H.D.P.E.
T.B.J.B. ADJUST D.I.NARROW SLOT
WIDE SLOT
D.I.
M.H.
TRAFFIC BEARING DROP INLET
P.V.C.POLYVINYL CHLORIDE
C.A.A.
JUNCTION BOX
HIGH DENSITY POLYETHYLENE
CATCH BASINRAL4VIEW10-11TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVALREMARKS
C.S.
REINFORCED CONCRETE
CORRUGATED STEEL
G.D.I.
SHEET NO.
3D-13
PROJECT NO.
U-5747
54
0' THRU 5'5' THRU 10'ENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE) T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54C.B. STD. 840.01 OR STD. 840.02REINFORCED ENDWALLSC. S. PIPE
84
MASONRYN.S.
C.B. TEMP STEEL PLATE COVER MASONRY DRAINAGENORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7860 DRAINAGE STRUCTURE FLOWABLE FILL66 72
COMPUTED BY:
CHECKED BY:
KLF DATE:
DATE:DWT
08/20/2019
8/23/2019
Y12 16+94 68 LT 1123 354.0 4.797 1 2.7 1 1
L 103+75 118 RT 1144 360.0 7.347 1 5.0 3.0 1 1
1144 1123 347.0 346.3 0.4 104
L 103+45 91 LT 1145 362.5 8.019 1 5.0 4.5 1 1
1145 1144 348.0 347.0 0.4 212
L 102+85 90 LT 1147 365.0 8.883 1 5.0 6.7 1 1
1147 1145 348.3 348.0 0.4 60
L 99+68 140 LT 1148 358.4 5.551 1 3.5 1 1
1148 1147 349.9 348.3 324
L 98+58 196 LT 1149 358.0 5.180 1 2.4 1 1
1149 1153 350.7 350.2 100
L 99+42 156 LT 1153 361.0 6.687 1 5.0 0.9 1 1
1153 1148 350.2 349.9 32
132 700 46.464 7 28.6 15.1 3 3 4 4
132 700 46.464 7 3 3 4 4PROJECT TOTALS
SHEET TOTALS
28.6
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 15
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11 12 13 14 15 16 17 18 19 2010
SEE SHEET NO. 4 FOR -L- PLAN
340
330
410
420
22
350
360
370
380
390
400
340
410
420
30
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 5 FOR -L- PLAN
330
350
360
370
380
390
340
330
350
360
370
380
390
400
340
410
420
330
-L- SR 1635 (MCCRIMMON PKWY)
22 23 24 25 26 27 28 29 31 32 33 34
21
21 35
ELEV = 371.50'
-L- STA 11+50.00
BEGIN GRADE
PI = 12+50.00
EL = 372.28'
(+)0.7800%(+)0.4548%
(+)0.4548%
EXISTING GROUND
PROPOSED GRADE
(BY OTHERS)
PROJECT U-5827
TIE TO NCDOT
ELEV = 371.10'
-L- STA 10+35.00
& RESURFACING
BEGIN MILLING ELEV = 377.98'
-Y1A- STA 10+00.00
-Y1- STA 11+97.28 =
-L- STA 17+38.33 =
PI = 15+60.00
EL = 373.69'
(+)0.4548%(+)2.4000%
VC = 320'
PI = 18+00.00
EL = 379.45'
(+)2.4000%(+)3.1925%
VC = 160'
PI = 20+65.00
EL = 387.91'
(+)3.1925%(+)1.9564%
VC = 220'
K = 165
K = 202
K = 178
ELEV = 389.36'
-Y2- STA 31+07.73
-L- STA 26+38.74=
ELEV = 376.15'
-Y3- STA 11+99.32
-L- STA 33+01.41 =
PI = 33+65.00
EL = 376.60'
(+)0.6954%(-)0.3000%
VC = 150'
EXISTING GROUND K = 151
PROPOSED GRADE
PI = 23+40.00
EL = 393.29'
(+)1.9564%(-)1.0342%
VC = 330'
K = 110 PI = 25+51.75
EL = 391.10'
(-)1.0342%
(-)2.0002%
PI = 26+38.74
EL = 389.36'
(-)2
.9985%
PI = 27+25.45
EL = 386.76'(-)4
.0
2
2
0%
PI = 30+35.00
EL = 374.31'(-)4
.02
2
0%(+)0.6939%
VC = 510'
K = 108
ELEV = 386.76'
-Y2- STA 31+11.33 (86.64' LT)
-L- STA 27+25.45 =
BEGIN GRADE
ELEV = 391.10'
-Y2- STA 31+04.12 (86.92' RT)
-L- STA 25+51.75 =
END GRADE
(-)0.98%
ELEV = 375.00'
-L- STA 30+00
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 372.70'
-L- STA 32+35
DITCH GRADE LT
END SPECIAL
ELEV = 387.50'
-L- STA 23+50
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 386.25'
-L- STA 24+75
DITCH GRADE RT
END SPECIAL
(-)1.00%
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 16
350
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370
380
390
400
34 35 36 37 38 39 40 41 42 43
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 6 FOR -L- PLAN
340
330
410
420
44
350
360
370
380
390
400
340
410
420
46 47 48 49 50 51 52 53 54 55 56 57
-L- SR 1635 (MCCRIMMON PKWY)
330
SEE SHEET NO. 7 FOR -L- PLAN
350
360
370
380
390
340
330
350
360
370
380
390
400
340
410
420
330
46 4745
58 59
ELEV = 381.32'
-Y5- STA 11+18.08
-L- STA 45+50.12 =
PI = 35+15.00
EL = 376.15'
(-)0.3000%
(+)0.3018%
VC = 150'
PI = 37+90.00
EL = 376.98'
(+)0.3018%(+)1.1917%
VC = 220'
PI = 40+30.00
EL = 379.84'
(+)1.1917%(+)0.6384%
VC = 150'
PI = 43+95.00
EL = 382.17'
(+)0.6384%
(-)0.5500%
VC = 150'
ELEV = 378.88'
-Y4- STA 11+70.67
-L- STA 39+49.54 =
(-)0.5500%
EXISTING GROUND
PROPOSED GRADEK = 249 K = 247 K = 271
K = 126
(-)0.49%
ELEV = 378.83'
-L- STA 40+50
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 381.75'
-L- STA 44+50
DITCH GRADE LT
END SPECIAL
(+)1.62% ELEV= 378.00'-L- STA 42+19 LTELEV = 366.37'
-Y6- STA 13+51.32
-L- STA 52+78.06 =PI = 46+95.00
EL = 380.52'
(-)0.5500%
(-
)3
.0173%
VC = 250'
PI = 51+00.00
EL = 368.30'
(-
)3
.0173%
(-)1.0811%
VC = 190'
(-)1.0811%
EXISTING GROUND
PROPOSED GRADE
K = 101
K = 98
(
-
)3
.75%
(-)1.84%
(+)2.50% ELEV= 366.75'-L- STA 51+00 LTDITCH CONTINUATION
SEE -Y6- PFL FOR
ELEV = 365.75'
-L- STA 52+25 LT
ELEV = 369.00'
-L- STA 50+40
DITCH GRADE LT
BEGIN SPECIAL
ELEV= 365.00'-L- STA 51+95 LTELEV = 358.00'
-L- STA 59+00
DITCH GRADE LT
BEGIN SPECIAL
SPIKE SET IN BASE OF 20" PINE
-L- STATION 53+86.50 51.91 RIGHT
BM#3 ELEV 363.67'
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 17
350
360
370
380
390
400
59 60 61 62 63 64 65 66 67
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 8 FOR -L- PLAN
340
330
68
350
360
370
380
390
400
340
71 72 73 74 75 76 77 78 79 80 81
-L- SR 1635 (MCCRIMMON PKWY)
330
SEE SHEET NO. 9 FOR -L- PLAN
350
360
370
340
330
350
360
370
380
390
400
340
330
69 70 71
82 83
320
310
320
310
320
310
320
310
(-)2
.5706%
(-)2
.5706%
ELEV = 365.81'
-L- STA 78+40.00
BEGIN GRADE
END MILLING & RESURFACING
ELEV = 365.99'
-Y9- STA 15+98.19
-L- STA 78+33.61 =
EXISTING GROUND
PROPOSED GRADE
ELEV= 354.25'-L- STA 81+00 LTDITCH CONTINUATION
SEE -Y9- PFL FOR
ELEV = 360.74'
-L- STA 79+17 LT
ELEV= 359.25'-L- STA 79+50 LTELEV = 353.40'
-L- STA 81+40
DITCH GRADE LT
END SPECIAL
(-
)4
.52%
(-)2.13%
(-
)3
.33%
ELEV = 353.40'
-L- STA 81+60
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 353.00'
-L- STA 82+00
DITCH GRADE RT
BEGIN SPECIAL ELEV= 353.85'-L- STA 82+50 LT(+)0.50%
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
BASE HW ELEVATION
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
= 100 YRS
= 25 YRS
= 200 CFS
= 363.37 FT
= 356.71 FT
2 @ 36" RCP
= 100+ YRS
= 356.46 FT
2 @ 36" RCP
= 66 CFS
= 75 CFS
ELEV = 354.41'
-Y7A- STA 12+51.37
-L- STA 63+18.87 =
ELEV = 354.42'
-Y7- STA 10+00.00
-L- STA 63+21.37 =
PI = 60+00.00
EL = 358.57'
(-)1.0811%(-)1.3486%
VC = 400'
(-)1.3486%
ELEV = 354.52'
-L- STA 63+00.00
& RESURFACING
BEGIN MILLING
END GRADE
EXISTING GROUND
PROPOSED GRADE
K = 1495
ELEV = 358.00'
-Y8- STA 10+00.00
-L- STA 69+90.64 =
ELEV = 358.00'
-L- STA 59+00
DITCH GRADE LT
BEGIN SPECIAL
(-)1.50%
ELEV = 353.50'
-L- STA 62+00
DITCH GRADE LT
END SPECIAL
SPIKE SET IN BASE OF 18" OAK
-L- STATION 70+51.23 79.10' LEFT
BM#4 ELEV 358.89'
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 18
350
360
370
380
390
400
83 84 85 86 87 88 89 90 91 92
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 10 FOR -L- PLAN
340
330
410
420
93
350
360
370
380
390
400
340
410
420
95 96 97 98 99
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 11 FOR -L- PLAN
100 101 102 103 104
350
360
370
380
390
340
330
430
94 95
105 106 107
350
360
370
380
390
400
340
410
420
430
10894
ELEV = 367.08'
-Y10- STA 10+00.00
-L- STA 85+82.24 =
PI = 83+50.00
EL = 352.70'
(+)5.0760%
VC = 980'
(-)2
.5706%
(+)5.0760%
EXISTING GROUND
PROPOSED GRADE
K = 128 ELEV= 364.50'-L- STA 85+50 LTELEV = 375.50'
-L- STA 88+00
DITCH GRADE LT
END SPECIAL
ELEV = 361.25'
-L- STA 85+50
DITCH GRADE RT
END SPECIAL
ELEV= 357.25'-L- STA 84+00 RT(+)2.13%
(+)1.75%
(-)3
.30%
ELEV = 375.50'
-L- STA 88+50
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 367.25'-L- STA 91+00 LT(-)1.38%
ELEV = 366.40'
-L- STA 94+25
DITCH GRADE LT
END SPECIAL
(+)1.52%
ELEV = 367.50'
-L- STA 87+00
DITCH GRADE RT
END SPECIAL
(+)5.00%
(+)3.55%
(+)4.40% ELEV = 364.50'-L- STA 93+00 LT(+)4.50%
DITCH CONTINUATION
SEE -Y10- PFL FOR
ELEV = 365.00'
-L- STA 86+50 RT
1 @ 36" RCP
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
BASE HW ELEVATION
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
= 100 YRS
= 25 YRS
= 133 CFS
= 382.04 FT
= 367.78 FT
1 @ 36" RCP
= 100+ YRS
= 367.51 FT
= 37 CFS
= 42 CFS
ELEV= 359.00'-L- STA 85+00 RTSPIKE SET IN BASE OF 20" PINE
-L- STATION 84+97.46 79.09' RIGHT
BM#5 ELEV 363.44'
ELEV = 371.48'
-Y12- STA 19+56.60
-L- STA 105+90.87 =
ELEV = 404.91'
-Y11- STA 32+54.76
-L- STA 97+88.00 =
ELEV = 405.80'
-L- STA 95+16.45
BEGIN BRIDGE
ELEV = 402.74'
-L- STA 98+76.45
END BRIDGE
PI = 96+65.00
EL = 419.45'
(+)5.0760%(-)6.0356%
VC = 940'
PI = 105+35.00
EL = 366.94'(-)6.0356%
(+)0.9010%
VC = 670'
EXISTING GROUND
PROPOSED GRADE
K = 85
K = 97
ELEV = 356.50'
-L- STA 100+00
DITCH GRADE LT
BEGIN SPECIAL
(-)0.74%
(-)1.00% ELEV = 355.00'-L- STA 101+50 LT(+)3.04%
ELEV = 366.00'
-L- STA 106+80
DITCH GRADE LT
END SPECIAL
ELEV = 368.00'
-L- STA 107+50
DITCH GRADE LT
BEGIN SPECIAL
(-)3.03% ELEV = 354.00'-L- STA 102+85 LT ELEV = 367.00'-L- STA 107+83 LT9' BRIDGE DEPTH
ELEV = 406.48'
-NCRR- POT Sta. 12+36.69
-L- POC Sta. 96+35.00 =
ELEV = 353.00'
-L- STA 102+32
DITCH GRADE RT
END SPECIAL
(-)1.87%
ELEV = 355.00'
-L- STA 101+25
DITCH GRADE RT
BEGIN SPECIAL
NCRR EX. R/W
PROP. R/W
NC 54
U-5750EXISTING TRACK(SEE STRUCTURES PLANS)VERTICAL CLEARANCE24'-10" MINIMUM LFUTURE TRACKCLCLFUTURE TRACKCLFUTURE TRACKC
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 19
350
360
370
380
390
400
-L- SR 1635 (MCCRIMMON PKWY)
SEE SHEET NO. 12 FOR -L- PLAN
340
330
410
420
109 110 111 112 113 114 115 116
350
360
370
380
390
340
330
117 118 119 120 121
380
390
400
410
-Y2- SR 1613 (DAVIS DR)
360
370
380
390
330
340
350
360
370
SEE SHEET NO. 13 FOR -Y2- PLAN
12 13 17 18 19 20 21 22 23 24 25 26 27
400
410
108 122
1110
13 14 15 16
MATCHLINE (SEE ABOVE)360
350
340 320MATCHLINE (SEE BELOW)SPIKE SET IN BASE OF 9" PINE
-Y2- STATION 14+56.65 98.24' RIGHT
BM#16 ELEV 366.98'
ELEV = 360.55'
-Y2- STA 13+20.00
BEGIN OVERLAY
ELEV = 357.46'
-Y2- STA 12+20.00
RESURFACING
BEGIN MILLING &
PI = 110+60.00
EL = 371.67'
(+)0.9010%(-)2.2252%
VC = 270'ELEV = 365.11'
-L- STA 113+55.00
RESURFACING
BEGIN MILLING &
END GRADE
(+)0.9010%
EXISTING GROUND
PROPOSED GRADE
K = 86
ELEV = 353.52'
-L- STA 121+75.00
END MILLING & RESURFACING
ELEV = 357.02'
-Y13- STA 17+29.37
-L- STA 118+73.15 =
(+)0.91%
ELEV = 363.00'
-L- STA 111+50
DITCH GRADE LT
END SPECIAL
(
-
)4
.08%
ELEV = 369.00'
-L- STA 110+03
DITCH GRADE LT
END SPECIAL
ELEV = 365.04'
-L- STA 111+00
DITCH GRADE LT
BEGIN SPECIAL
SPIKE SET IN BASE OF 14" OAK
-L- STATION 117+94.25 51.20' LEFT
BM#7 ELEV 360.94'
PI = 21+75.00
EL = 383.17'
(+)2.4465%(+)1.3275%
VC = 150'
K = 134
PI = 25+20.00
EL = 387.75'
(+)1.3275%(+)0.3000%
VC = 310'
K = 302
ELEV = 381.34'
-Y2- STA 21+00.00
BEGIN GRADE
END OVERLAY
ELEV = 387.00'
-Y2- STA 26+00
DITCH GRADE RT
BEGIN SPECIAL
(+)0.50%
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 20
350
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370
380
390
400
340
410
27 28 29 30 31 32
-Y2- SR 1613 (DAVIS DR)
350
360
370
380
390
400
340
33 34 35 36 37
SEE SHEET NO. 5 FOR -Y2- PLAN
420
430
400
410
420
37 38 39 40 41
-Y2- SR 1613 (DAVIS DR)
350
360
370
380
390
42 43
SEE SHEET NO. 14 FOR -Y2- PLAN
4544
340
430
400
410
420
350
360
370
380
390
340
430
46 47 48
SPIKE SET IN BASE OF 26" PINE
-Y2- STATION 29+36.88 52.00' LEFT
BM#2 ELEV 385.90'
SPIKE SET IN BASE OF 18" OAK
-Y2- STATION 47+54.05 (Ext. 107.25') 108.18' RIGHT
BM#15 ELEV 388.86'
PI = 31+10.00
EL = 389.52'
(+)0.3000%(-)0.3560%
VC = 200'
K = 305
ELEV = 389.3655'
-L- STA 26+38.47
-Y2- STA 31+07.73 =
ELEV = 386.63'
-Y2- STA 35+75
DITCH GRADE RT
BEGIN SPECIAL
(+)0.50%
ELEV = 389.00'
-Y2- STA 30+00
DITCH GRADE RT
END SPECIAL
PI = 38+15.00
EL = 387.01'
(-)0.3560%(-)1.9961%
VC = 200'
K = 122
PI = 40+70.00
EL = 381.92'
(-)1.9961%(+)0.3056%
VC = 260'
K = 113
ELEV = 382.47'
-Y2- STA 42+50.00
RESURFACING
BEGIN MILLING &
END GRADE
ELEV = 388.35'
-Y2- STA 45+95.00
RESURFACING
END MILLING &
ELEV = 383.92'
-Y14- STA 10+00.00
-Y2- STA 39+72.11 =
ELEV = 376.50'
-Y2- STA 42+50
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 378.50'
-Y2- STA 44+00
DITCH GRADE RT
END SPECIAL
(+)1.33% ELEV= 382.50'-Y2- STA 38+50 RTELEV = 375.10'
-Y2- STA 41+00
DITCH GRADE RT
END SPECIAL
ELEV= 375.50'-Y2- STA 40+50 RT(-)1.50%
(-
)3
.50%
(-)0.80%
(-)1.50%
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
SEE SHEET NO. 5 FOR -Y3- PLAN
-Y3- (HEBRON DR)
350
360
370
380
340
330
400
410
420
390
21
10 11 12
350
360
370
380
340
330
400
410
420
390 390
330
340
350
360
370
380
SEE SHEET NO. 7 FOR -Y6- PLAN
10 11 12 13 14 15 16 17 18 19
390
400
410
420
330
340
350
360
370
380
340
330
320
350
410
360
370
380
390
400
10 11 12 13 14 15 16 17 18 19 20 21 22 23
410
350
360
370
380
390
400
340
330
320
SEE SHEET NO. 9 FOR -Y9- PLAN
-Y9- SR 1637 (CHURCH ST)
-Y6- (HARRIS MILLS RD/LIBERTY ROSE DR)
PI = 11+00.00
VC = 65'
ELEV = 376.15'
-L- STA 33+01.41
-Y3- STA 11+99.32 =
ELEV = 373.98'
-Y3- STA 10+65.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
(+)4.0990%
(-)1.2500%
(+)3.7367%
EL = 375.42'
K = 12
DS = 25 MPH
ELEV = 374.67'
-L- STA 33+10.89 (38.50' LT)
-Y3- STA 11+59.71 =
END GRADE
ELEV = 365.99'
-L- STA 78+33.61
-Y9- STA 15+98.19 =
ELEV = 364.65'
-Y9- STA 17+00.00
BEGIN WIDENING
RESURFACING
END MILLING &
ELEV = 372.37'
-Y9- STA 10+85.00
RESURFACING
BEGIN MILLING &
ELEV = 365.14'
-Y9- STA 20+10.00
END WIDENING
EXISTING GROUND
ELEV = 366.70'
-Y9- STA 13+00
DITCH GRADE LT
END SPECIAL
(+)4.58%(-)1.05%
ELEV = 364.45'
-Y9- STA 11+28
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 363.00'
-Y9- STA 14+50
DITCH GRADE LT
BEGIN SPECIAL (-)4.52%
DITCH CONTINUATION
SEE -L- PFL FOR
ELEV = 360.74'
-Y9- STA 15+00 LT
ELEV= 367.75'-Y9- STA 12+00 LTELEV = 366.37'
-L- STA 52+78.06
-Y6- STA 13+51.32 =
EXISTING GROUND
PROPOSED GRADE
(-)2.0260%
(-)2.0164%
ELEV = 363.58'
-Y6- STA 14+90.00
BEGIN OVERLAY
END GRADE
ELEV. 364.06'
-Y6- STA 16+10.00
END OVERLAY
ELEV = 365.60'
-L- STA 52+78.30 (38.50' RT)
-Y6- STA 13+89.82 =
BEGIN GRADE
(-)2.50%
ELEV = 366.25'
-Y6- STA 12+60
DITCH GRADE RT
BEGIN SPECIAL
DITCH CONTINUATION
SEE -L- PFL FOR
ELEV = 365.75'
-Y6- STA 12+80 RT
PI = 12+35.00
EL = 366.41'
(-)1.6600%(-)0.5333%
VC = 140'
(+)1.0000%
ELEV. = 366.00'
-L- STA 52+77.82 (38.50' LT)
-Y6- STA 13+12.82 =
END GRADE
ELEV = 368.24'
-Y6- STA 11+25.00
BEGIN GRADE
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 22
390
400
410
10 11 12 13 14 15 16 17 18 19 20 21
330
340
22 23
350
360
370
380
330
340
350
360
370
380
-Y12-
SEE SHEET NO. 11 FOR -Y12- PLAN
320 320
390
400
410
SEE SHEET NO. 10 FOR -Y10- PLAN
-Y10-
10 11 12 13 14 15 16 17 18 19 20 21 22 23
340
330
320
350
410
360
370
380
390
400
350
360
370
380
340
330
320
PI = 16+75.00
EL = 359.55'
(-)1.0607%(+)4.9974%
VC = 200'
PI = 18+85.00
EL = 370.04'
(+)4.9974%
(+)2.0000%
ELEV = 371.48'
-L- STA 105+90.87
-Y12- STA 19+56.60 =
K = 33
DS = 25
EXISTING GROUND
PROPOSED GRADE
ELEV = 370.64'
-L- STA 105+90.87 (42' RT)
-Y12- STA 19+14.60 =
END GRADE
ELEV = 360.61'
-Y12- STA 15+75.00
RESURFACING
END MILLING &
BEGIN GRADE
ELEV = 370.16'
-Y12- STA 11+30.00
TIE TO U-5750
RESURFACING
BEGIN MILLING &
SPIKE SET IN BASE OF 15" PINE
-Y12- STATION 14+09.90 96.64' RIGHT
BM#6 ELEV 361.17'
ELEV = 367.08'
-L- STA 85+82.24
-Y10- STA 10+00.00 =
ELEV = 362.44'
-Y10- STA 14+00.00
& RESURFACING
BEGIN MILLING
END GRADE
ELEV = 366.98'
-Y10- STA 19+55.00
RESURFACING
END MILLING &
EXISTING GROUND
PROPOSED GRADE
ELEV = 367.48'
-L- STA 85+82.24 (38.50' RT)
-Y10- STA 10+38.50 =
BEGIN GRADE
(+)1.0390%(+)0.5000%
PI = 11+30.00
EL = 367.94'
(-)2.1656%
VC = 180'
PI = 13+70.00
EL = 362.74'
(-)2.1656%
(-)1.0000%
K = 67
VC = 60'
K = 51
(-)1.50%
ELEV = 363.75'
-Y10- STA 11+10
DITCH GRADE LT
END SPECIAL
DITCH CONTINUATION
SEE -L- PFL FOR
ELEV = 365.00'
-Y10- STA 10+75 LT
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
BASE HW ELEVATION
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
= 100 YRS
= 25 YRS
= 366.75 FT
= 364.93 FT
1 @ 18" RCP
= 100+ YRS
= 364.85 FT CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
BASE HW ELEVATION
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
2 @ 30" RCP
= 100 YRS
= 25 YRS
= 361.36 FT
= 358.71 FT
= 100+ YRS
= 358.17 FT
= 42 CFS
= 48 CFS
= 70 CFS
= 4.3 CFS
(-)4.41%
= 3.4 CFS
= 14 CFS
To Be Installed By Others
2 @ 30" RCPELEV = 364.00'
-Y10- STA 11+50
DITCH GRADE LT
BEGIN SPECIAL (-)0.50%
18" RCP
1 @
ELEV = 359.00'
-Y10- STA 15+50
DITCH GRADE LT
END SPECIAL ELEV= 359.50'-Y10- STA 14+50 LT
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/14/99ROADWAY DESIGN
ENGINEER ENGINEER
HYDRAULICS
3/5/2021C 2021
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 23
390
400
410
14 15 16 17 18 19 20 21
330
340
22 23
350
360
370
380
330
340
350
360
370
380
SEE SHEET NO. 12 FOR -Y13- PLAN
24 25 26 27
320320
-Y13- (PERIMETER PARK DR)
EXISTING GROUND
ELEV = 357.15'
-L- STA 118+73.15
-Y13- STA 17+29.37 =
ELEV = 354.78'
-Y13- STA 16+30.00
RESURFACING
BEGIN MILLING &
ELEV = 365.60'
-Y13- STA 23+30.00
RESURFACING
END MILLING &
BY1-1002
BL-101
BL-102
BY2-2001
BL-103
PP
PP W/LT
PP
PPLTLTPP
12" RCP
LT
LT
L
T
L
T
LT
LT LT8" PVC8" PVC8" PVC
8" PVC
S
24" RCP15" RCP
24" RCP24" RCP15" RCP
1
5
" RCP
15" RCP 24" RCP24" RCP15"
R
C
P
15" RCP
15" RCP15" RCP
24" RCP15" RCP
75.50'100.00'L
T
HH
HH
HH
HH
HH
HH
C HH
HH
HH
C
HH
H
H
HH
C
HH
CHH
HH
C
C
HH
HH
BFP
BFP
POWER
BACKUP
CTV
METER
ELEC
METERELEC
BFP
VAULTWATER
GTS
METER
ELEC
POWER
BACKUP
CTV
IRR
C
TT
T
TT
T
T
TT
EMPTY
GFBR
HOTBOX
WATER
Google Fiber
Google Fiber
AT&T Corp.
Charter Communication
16 in, DI
8 in, Plastic
2 in, Plastic
8 in, Plastic
16 in, DITown of Cary
PSNC
8 in, DI8 in, DIPPGR/SOILGR/SOIL96" CONC
96" CONC
96" CONC 96" CONC
30" C&G 60" CONC
60" CONC
60" CONC
60" CONC60" CONCS
S 60" CONC 60" CONC
CONC60"CONC60"16' CONC
16' CONC 60" CONC60" CONC60"
C
O
N
C60" CONC60" CONC 30" C&G30" C&G
30" C&G
66" CONC
30" C&G60" CONC60" CONC
36
" MTLS
S36" MTL
36" WD
CONC60" MTLS
18" C&G 18" C&G18" C&G 18" C&GVEGETATIONSR 1635 MCCRIMMON PKWY 62' BST
SR 1635 MCCRIMMON PKWY 42' BST
30" C&G
3 0 " C &G30" C &G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30"
C
&G30" C&G30" C&G
30" C&G30" C&G30" C&G
30" C&G37' BST30" C&GBST
PB 2012 PG 435DB 16421 PG 1221
EIPEIPEIPEIPE
IPEIPE
IPN 16°45'24" W138.84'N 16°45'18" W143.66'N 16°45'18" W155.64'N 62°02'44" W124.86'N 00°20'31" E147.47'S 00°21'16" W668.82'N 00°22'45" E678.32'N 23°02'59" W53.99'
N 66°57'01" E
97.62'
S 66°27'25" W
62.49'
S 68°05'52" W
36.28'N 23°02'59" W28.96'26.00'N 21°17'02" W92.87'N 22°10'06" W97.90'N 22°10'06" W97.61'N 22°10'06" W97.46'N 22°10'06" W97.31'N 22°10'06" W97.18'S 22°30'18" E96.97'S 22°10'06" E96.79'S 22°10'06" E96.65'S 22°10'06" E96.50'S 22°10'06" E96.36'S 22°10'06" E96.21'N 22°10'06" W96.01'N
4
2
°
2
0'
2
4
" WN 30°01'10" W92.72'
30.53'
26.00'
N 67°31'29" E
28.00'
28.00'N 67°31'29" E
28.00'
26.00'S 67°31'04" W
38.63'
34.07'
26.00'N 67°31'48" E
28.00'28.00'
28.00'S 67°23'41" W
26.00'
S 61°36'15" W
38.97'38.37'
N 89°37'01" W
235.36'N 00°31'40" E13.09'S

8
6
°3
2'
3
6
" W
2
6
2
.
9
6'N 13°45'32" W164.67'N 76°10'18" E
165.11'N 13°45'32" W75.71'N 76°10'18" E
93.58'N 13°46'14" W136.30'N 13°45'45" W200.23'N 13°45'32" W114.95'N 70°19'53" E
94.06'N 13°49'00" W70.54'N
8
6
°18'
4
1
" E
2
18
.9
1'
3
4
.
5
5'
EXISTING R/W
EXISTING R/W
N 23°02'06" W97.77'N 00°20'49" E266.01'N 16°45'12" W195.55'N 00°20'31" E47.03'N 16°45'54" W114.92'EXISTING R/W
TO R/W
0.35' EIP
N 10°58'40" E154.50'N 35°01'58" E
149.19'EXISTING R/WEXISTING R/WEXISTING R/W
N 66°53'48" E
97.42'
BST
PB 2004 PG 1696
DB 12610 PG 1563
2SFCONDO
PB 2003 PG 1270
DB 14555 PG 594
2SFD
PB 2003 PG 1270
DB 12126 PG 1129
2SFD
PB 2003 PG 1270
DB 12118 PG 1192
2SFD
POOL
PB 2010 PG 908
DB 14376 PG 2243
PB 2003 PG 1447
DB 12648 PG 483
2SFD
2SFD
POOL
CONC
PB 2003 PG 1270
DB 15926 PG 619
2SFD
PB 2003 PG 1270
DB 14837 PG 2501
PB 2003 PG 1270
DB 16911 PG 778
PB 2003 PG 1270
DB 16353 PG 1720
TO R/W
0.28' EIP
TO R/W
0.45' EIP
EXISTING R/WEIP
BST
18" C&GEIP
EIP
PB 2007 PG 1226
DB 15073 PG 206
1SFD
BARN
1SBKBUS
AoPS ACADEMY
1SBKBUS
1SBKBUS
BST
PB 2012 PG 090
DB 15086 PG 2192
PB 2012 PG 090
DB 15032 PG 1518
PB 2012 PG 090
DB 15085 PG 2745
PB 2012 PG 090
DB 15086 PG 2068
PB 2012 PG 090
DB 15086 PG 2249
PB 2012 PG 090
DB 15086 PG 2266
PB 2012 PG 090
DB 15086 PG 2126
PB 2012 PG 090
DB 15035 PG 2347
PB 2012 PG 090
DB 15053 PG 1939
PB 2012 PG 090
DB 15040 PG 668
PB 2012 PG 090
DB 16841 PG 368
PB 2012 PG 090
DB 15034 PG 2129
PB 2012 PG 090
DB 15036 PG 1811
PB 2012 PG 090
DB 15086 PG 26
PB 2012 PG 090
DB 15086 PG 2217
PB 2012 PG 090
DB 15166 PG 1433
PB 2012 PG 090
DB 15165 PG 99
1SBKBUS
EXISTING R/W
CM 2010 PG 526A1
DB 13939 PG 2103
EIP
WALLS
MTL
72"
2SFCONDO
EIP
DI
12' CONC
EIP
EIP
CHILDREN ACADEMY
ALL STARZ RIGHT OF WAY VARIESBLUFTON DR 47' BST LT
N 13°43'32" W
25.83'
PP W/LT
LT
CONC ISLANDMONOLITHIC
PB 2011 PG 1227
DB 16421 PG 1221PARK LN 21'
BSTMANCHESTER
PB 2003 PG 1270
DB 11391 PG 1936
PP
LT
LT
LT
CONC
BST
LT
2SFCONDORCP
2
4
"
EOS
LT
PKWY 60' BST
SR 1635 MCCRIMMON
SPIKE SET IN BASE OF 30" PINE
-L- STATION 7+91.56 343.24' LEFT
BM#1 ELEV 376.73'
BM#1
BLK WALL
60" MTL/
MANCHESTER PARK HOMEOWNERS ASSOCIATION
KRISTI R. DENNIS
RICHARD A. DENNIS
SAMIA MAHMOOD
TARIQ MAHMOOD
TAMARA L. HARRIS
DANIEL HARRIS
WFC MCCRIMMON I LLC
SANG N. DUONG
TUONG-LINH N. NGUYEN
YEN PHI T LE
PHUNG NGUYEN
SHRUTI TANDON
AMIT MEHROTRA
DIPAL PATEL
GHANSHYAM PATEL
LAXMI GADDAMPALLY
RAVINDER R. GADDAMPALLY
BARBARA J. VEASEY
MARTHA MAYNARD
(13) ERICA HENDERSON
DEEPIKA KOGANTI
(12) KRISHNA R. CHAPPIDI
ANGELA WASHINGTON
(14) DERRICK WASHINGTON
SUMYTHRI M. LEENA
(15) SANDEEP REDDY
RAGINI KUMARI
(16) PURUSHOTAM KUMAR
(17) EASWARA V. KOMAKULA
(18) DAXAY MALKAN
AMITA B. TRIVEDI
(19) BAKULESH D. TRIVEDI
AMITA B. TRIVEDI
(11) BAKULESH D. TRIVEDI
PRIYAMVADA SRINIVASAN
(10) AROKYARAJ V. MARUDHU
SHRUTHI M. BIDAR
(9) GURUMANJUNATH R. SATI
RANI CHUKKANANICKAL
(8) BIJU T. CHUKKANANICKAL
HEENA PATEL
(7) MUNAF PATEL
KOTHAI SWAMINATHAN
(6) VISWANANTHAN SWAMINATHAN
SHARMILA C. NIDIGUNTAPALEM
(5) LAKSHMAN S. DURGA
SATHIYARAJESWARI SUBBU
(20) SURESH SELVARANGAN
DEEPTI PRADHAN
(21) HARSHWARDHAN PRADHAN
MCCRIMMON POINTE CONDOMINIUMS, LLC
PROFESSIONAL, LLC
MCCRIMMON
HOMEOWNERS ASSOCIATION
MANCHESTER PARK
ASSOCIATION, INC.
COMMUNITY
WEXFORD
5 6 7 8 9 10 11 12 13 14 15 16 17 18
19
20
2152.5'52.5'52.5'52.5'EX. R/W
+88.5(Y1A)
EX. R/W
+90.97
52.5' LT
+09.64
52.5' LT
+55.81
+55.81
52.5' RT
+09.31
52.5' LT
52.5' RT
+09.31
52.5' LT
+06
66' LT
+18
86' LT
+92
67' LT
+46
36' LT
+87
66' LT
+17(L)
61.06' RT
+74(L)
EX. R/W
+03(Y1A)
68' RT
+03(L)
67.31' LT
+74
39' RT
+86(Y1)
52.5' LT
+00
85' LT
+04
86' LT
+25
52.5' LT
+31
88' LT
+95
88' LT
+16
54.99' LT
+89
1
2
EX. R/W
+91.66
3
4
5
6
7
8 9
10 11
82' LT
72' LT
+53
52.5' RT
+16
52.5' RT
+64(L)
52.5' LT
+60
80' LT
+86(L)
38' LT
+16(Y1)
52.5' LT
+20(L)
EX. R/W
+98(Y1A)
62' RT
+00(L)
52.5' RT
+43
59' RT
+45
52.5' RT
+55
52.5' LT
+55
68' RT
61' RT
54.8' RT
+93
55' RT
+05
EX. R/W
+21
72' LT
+92.09
68' LT
+19.08
64' LT
+74.95
52.5' LT
67' LT
+32
66' LT
+01.66
66' LT
+28.58
66' LT
+12
66.5' RT
+96
67.12' RT
+13
68' RT
+85
84' RT
+90
79' RT
+10
52.5' RT
+20
59' RT
+03.95
67' LT
+49
82' LT
+45
87' LT
+65
52.5' LT
+80
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 4
MATCHLINE -L- STA 21+50 (SEE SHEET 5)4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 15 FOR -L- PROFILE
SEE SHEET 2B-2 FOR INTERSECTION DETAILS
SIDEWALK REMOVAL
R ETA IN
RETAIN
REMOVE
REMOVE EXIST CB RETAIN
RETAIN RETAINRETAIN RETAI
NRETAIN
RETAIN TBJB W/ MH COVER
CONVERT CB TO
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN
CB-G
CB-G
CB-G CB-G CB-G
CB-G CB-G
CB-F
CB-F
TBJB W/ MH COVER
CONVERT CB TO
CB-F
CB-F
JB W/ MH COVER
CB-GCB-G
CB-G
RETAIN
RETAIN
RETAIN
18" RCP-IV
EXIST 24" RCP
COLLAR AND EXTEND
DI
DI
RETAIN
DI RE
T
AI
N18" RCP-IV
CB-G
15" RCP-IV
CB-F

15" RCP-IV
REMOVE CB AND 10 LF
0411
0410
0401
0402
0403
0404
0405
0417
0406
0412
0407
0408
0409
0414
0413
0415
0416
0423
0422
0421
0430
0429
0424
04200419
0427
0425
0426
0431
0418
0428
OO
O ONC GRIDNAD 83/ NA 2011TIE TO U-5827
-L- POT Sta. 10+35.00
BEGIN TIP PROJECT U-5747
+00+00+85100' TAPER 285' STORAGE +95+95200' STORAGE
150' STORAGE
+50100' TAPER
11'
11'
11'
11'
5'
5'
12'
12'
12'+5040'R
50'R
50'R 60'R
50'R
50'R
CR+0011'
11'
11'
5'
5'0303020100010203030201000201CR
CR+5950' INC
+65+95100' TAPER
200' TAPER
11'
CR
CR
CR
45'R
40'R
CR
BLUFTON DR-Y1A--Y1-EXIST8'
5'
11'
11'
5'
11'
4.5'
11'
11'
7'
100' TAPER
+95+25+5011'11'15'
13'
5'
8'
5.5'
165' LANE SHIFT
11'
7'
150'R
PARK LANEMANCHESTER5'
(BY OTHERS)
PROPOSED WIDENING
NCDOT PROJECT U-5827
CR
CR
CR
CR
10:1
10:1
11.5'
11.5'
11.5'
11.5'
CR15'15'INC
50'
18.5'2'-6" C&G-Y1A- POT Sta. 11+82.50
END CONSTRUCTION
NEIGHBORHOOD SIGN
DO NOT IMPACT
NEIGHBORHOOD SIGN
DO NOT IMPACT
TAPER
100'
12'2'-6" C&GSIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST
TIE TO EXIST SIDEWALK
SIDEWALK
TIE TO EXIST 1520D
-L-
-L- PT Sta. 15+09.31
PI Sta 11+51.50
D
L = 50.75'
T = 25.37'
R = 2,500.00'
-Y1- POT Sta. 10+00.00
-Y1- PC Sta. 10+16.40
D
-Y1-
PI Sta 10+46.41
L = 57.09'
T = 30.01'
R = 75.00'
-Y1A- POT Sta. 11+90.44
-Y1- PT Sta. 10+73.49
RO = 150'
SE = 0.03
PI Sta 13+82.66
L = 253.50'
T = 126.86'
R = 2,500.00'
-Y1A- POT Sta. 10+00.00
-Y1- POT Sta. 11+97.28 =
-L- POT Sta. 17+38.33 =
-Y1A- PC Sta. 11+26.13
-YA1- PT Sta. 11+76.88
-L- PC Sta. 12+55.81
-Y1A-
(McCRIMMON PKWY)SR 1635 -L- 10F
F
F
C
C
C C
F
F
F
F
F
F
C
C C
C
CC F
F
F
FF
BL-104
BL-105
LTSIG
SIG
SIG
PP
PPPPLT16" CMTvv
12" RCP15" RCP
15" RCP15" RCP 15" RCP15" RCP15" RCP15" RCP
15" RCP15" RCP15" HDPE15" RCP15" RCP
15" RCP15" RCP15" RCP15" RCP8" HDPE15" HDPE
15" RCP15" RCP15" RCP15" RCP
15" RCP50.00'
HH
C
H
H HHHHC HHHHHH
HHHH
H
H
HHHH
HH
HH
T
HH
HH
HH
HH
HH
HHHH
H
H
H
H HHHH
SH
H
H
H
HHHHHHHH(4) EM EM
GTS
GTS
GTS
EMPTY
GFBRT HH
T
HH HHEOS16 in, DIP
8 in, Plastic6 in, Steel16 in, DIP8
in
, Plastic
6 in, SteelTraffic ControlSpirit CommunicationsDukeNet Communications LLCAT&T Corp.Google Fiber
PSNC
Abandoned
16 in, DI
Google Fiber
AT&T Corp.
Town of Cary
Charter Communication
AT&T Corp.Communi
c
a
t
i
onCha
r
t
e
r
Traffic Control Traffic ControlSpirit CommunicationsAT&T Corp.Duct BankGoogle FiberTraffic ControlTraffic Control
16 in, DI8 in, DI60" CONC
60" CONC
10' CONC60" CONC 10' CONC96" CONC96" CONC
60" CONC48" CONC48" CONC 11' CONC
MTL36" CONC24" C&G24" C&GS60" CONC60" CONC60" CONCNC 1613/ DAVIS DR 48' BSTMONOLITHIC CONC ISLAND
30" C&G
30" C&G
3
0"
C
&G
30" C&G
30" C&G
30" C&G
CONCMONOLITHIC CONC ISLAND MONOLITHIC CONC ISLANDGRASS30" C&G
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND18" C&G18" C&GNC 1613/ DAVIS DR 60' BSTEIPEIPS 21°19'41" E611.20'S 35°36'03" E236.82'S 04°34'32" W96.33'S 04°34'32" W96.72'N 04°34'32" E99.26'S 30°03'24" E81.47'N 30°03'22" W81.00'N 30°03'22" W21.21'18.00'
S 74°18'11" W
1.85'S 85°25'28" E427.39'N 85°25'28"
W20.00'25.48'
N 89°12'00" W
72.50'
N 89°12'00" W
43.97'N 10°19'23" W96.12'S 07°37'29" E80.37'N 08°16'57" W27.16'S 13°29'32" E49.94'S
4
7°5
8'2
2"
E
18
3.4
2'N 10°19'23" W123.40'EXISTING R/W
S 84°17'30" E154.71'S 89°46'38" W
484.34'S 89°47'43" W
86.64'
S
83
°27'59
" W
487
.66'S 35°36'03" E270.78'
EXISTING R/W
S 73°10'51" W
292.50'
IN R/W
2.34' EIP
N
81°40
'04" E
279
.16
'S 85°23'10" E449.42'EXISTING R/WEXISTING R/WSPB 2007 PG 2745
DB 14463 PG 110
1SFD
PB 2004 PG 460
DB 12747 PG 569
ISFBUS
BST
DB 12693 PG 1186
PB 2013 PG 1644
DB 15074 PG 786
PB 2010 PG 910
DB 14076 PG 1417
PB 2010 PG 910
DB 14480 PG 296
EXISTING R/W
EIP
MON
R/W
MON
R/W
PB 1982 PG 923
DB 3062 PG 347
EIP
MON
R/W
MON
R/W
MON
R/W
EIP
EIP
DK
PB 1982 PG 923
DB 3062 PG 347
MON IN R/W
2.11' R/W
IN R/W
2.31' EIP
SOIL
2SFD
MON
R/W
EIP
MON
R/W
MON
R/W
48" WDS S
S
RIPRAP
25' CONC
MON
R/W
EIPMONOLITHIC CONC ISLANDPB 1982 PG 717
DB 5210 PG 314
PB 2010 PG 908
DB 14376 PG 2243
PB 2003 PG 1270
DB 11391 PG 1936
PB 2007 PG 2745
DB 15061 PG 1304 484.34'S 89°46'38" W
PB 2007 PG 2745
DB 14909 PG 2096
PB 2004 PG 1696
DB 11038 PG 1720
PB 2013 PG1644
DB 17088 PG 2690
PB 2013 PG1644
DB 17084 PG 2528
PB 2011 PG 419
DB 16903 PG 1594
LT
LT
LT
SIG
LT
RIGHT OF WAY VARIES
SR 1635 MCCRIMMON PKWY 60' BST
CONC ISLAND
MONOLITHIC WA
Y 2
4'
B
S
TMA
DIS
O
N
H
EI
G
H
T
S
LT
PP PP PP EOS
CONC ISLAND
MONOLITHIC
CONC CONC ISLANDMONOLITHIC RIGHT OF WAY VARIES
SR 1635 MCCRIMMON PKWY 71' BST
EOS
Corp.
AT&T
MON
R/W 21' BSTHEBRONMON
R/W
MON
R/W
MON
R/W
PP
PP
DK
PP
GTS
EOS
NC 1613/ DAVIS DR 38' BST RIGHT OF WAY VARIESof CaryTown BM#2
SPIKE SET IN BASE OF 26" PINE
-Y2- STATION 29+36.88 52.00' LEFT
BM#2 ELEV 385.90'
CONCS 04°34'32" W118.80'SOIL
MTL30" C&G30" C&G
30"
C
&
G MONOLITHIC CONC ISLANDE
IPN 89°12'00" W
81.24'
N 89°12'00" W102.29'N 00°45'51" E75.19'N 89°12'00" W4
9.00'GEN.TTTTT16 in, DIPHHHHT
HHHHHHS
8' WD8' W
D 6' W
D LT24"
C
&
G24"
C
&
G
MB15" RCP
15" RCP 15" RCPPA
R
K
IN
G
A
SPH
LA
TL
PLPG
A
TELT
LT RIGHT OF WAY VARIESNC 1613/ DAVIS DR 60' BSTEXISTING R/WCONC MEDIANMONOLITHIC
DB 15442 PG 1472
MAKIKO BRUSSARD
MICHAEL E. BRUSSARD
ROLAN INVESTMENT PROPERTIES, LLC
COC PROPERTIES, INC.
REDUS TWIN LAKES, LLC
ALCOHOLIC CONTROL
WAKE COUNTY BOARD OF
FIFTH THIRD BANK
SUSAN A. RICHARD
PHILIP A. RICHARD
SUSAN A. RICHARD
PHILIP A. RICHARD
JULIA R. DEAN
WFC MCCRIMMON I LLC
ASSOCIATION, INC.
COMMUNITY
WEXFORD
URSULA POLO
PAUL POLO
SUVIDHA KOVURI
MAHESH MANSANIPALLI
WACHOVIA BANK, NATIONAL ASSOCIATION
(22) YESHODA SHARMA
SASI PARAMASIVAM
(23) MUTHUSAMY PARAMASIVAM
MAHESWARI KRISHNAKUMAR
(24) JAYAKUMAR KRISHNASWAMY
22
23
24
KAT PARTNERS, LLC68'56'47'
EX. R/W
+69.16
56' RT
+80.75
75' LT
+84
112' LT
+10 112' LT
+69
70' LT
+49
EX. R/W
+87(Y2)
98' RT
+75
EX. R/W
+37.99(Y2)
75' LT
+55(L)
11
7
12
13
15
16
17
18
19
20
21
EX. R/W
+80
80' LT
+11
80' LT
+92
EX. R/W
+40
EX. R/W
+60(L)
EX. R/W
+08(Y2)
68' RT
+05
92' RT
+85
93' RT
+30
115' LT
+65(Y2)
EX. R/W
+16(L)
92' RT
+52
EX. R/W
+26.41
EX. R/W
+76(L)
100' LT
+82(L)
EX. R/W
+61(Y3)
EX. R/W
+58(Y3)
EX. R/W
+74
125' LT
+37
84' LT
+40
68' LT+08
75.5' LT
+70
68' LT
+70
68' LT
+85.05
120' LT
+32(Y2)
EX. R/W
+60
102' RT
+84
102' RT
+69
EX. R/W
+82(L)EX. R/W
94.5' RT
+50
147'
75.5'
140' LT
+40(Y2)
125' LT
+80(Y2)
158' LT
+75(Y2)
EX. R/W
+33(Y2)
147'(RT)
+62(Y2)
EX. R/W
+65.96(Y2)
130'RT
+25(Y2)
131'RT
+70(Y2)
147'RT
+44(Y2)
98' RT
+25
147' RT
+52
157'(LT)
+35(Y2)
14
DB 15442 PG 1472
KAT PARTNERS, LLC
100' LT
+88.74(L)
103.42' LT
+09(L)
140' LT
+49
EX. R/W
+95(L)
94' LT
+85
88' LT
+98
158' RT
147' RT
+35(Y2)
156' LT
138' LT
+01(Y2)
EX R/W
155' LT
+22(Y2)
92' RT
+72
102' LT
+88
103' LT
+19
89' LT
+19
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 5
MATCHLINE -L- STA 21+50 (SEE SHEET 4)SEE SHEET 15 FOR -L- PROFILEMATCHLINE -L- STA 34+50 (SEE SHEET 6)MATCHLINE -Y2- STA 26+50 (SEE SHEET 13)
MATCHLINE -Y2- STA 36+50 (SEE SHEET 14)
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 20 FOR -Y2- PROFILE
SEE SHEET 21 FOR -Y3- PROFILE
SEE SHEET 23 FOR -CL1- PROFILE
SEE SHEET 2B-1 FOR INTERSECTION DETAILS
SIDEWALK REMOVAL
DI
CB-G
0599
0598
RETAIN
AND ABANDON
PLUG, FILL,
REMOVE
DI
DI
CB-E
CB-F
DI
CB-F
CB-G
CB-G
CB-G
DI
DI
CB-G
CB-G
CB-G
CB-G
DIDI DI DI
CB-FCB-E CB-F
CB-FCB-E
2GI
CB-G
CB-G
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN
RETAIN
15" RCP-IV
15" RCP-IV
GRADE TO DRAIN
18" RCP-IV
DI
EXIST DI
CLEAN OUT
SEE DETAIL 14/SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
REMOVE
REMOVE
PLUG, FILL, AND ABANDON
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
DI
15" RCP-IV15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
REMOVE
15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV18" RCP-IV15" RCP-IV
REMOVE
CB-G
REMOVE
DI
DI
REMOVE
REMOVEJB w/ MH
0501
0502
0506
0519
0520
0521
0522
0549
05430541
0550
0548
0544
0551
0552
0523
0524
0525 0527 0528 0529
053905380537
0513
0505
0515
0514
0516
0518
0540
0535
0536
0534 0533
0531
0530
0532
0526
0508
0517
0507
0547 0546
0545
CB-G0542
15" RCP-IV
DI
15" RCP-IV
18" RCP-IV
CB-F
2GI-D
SEE DETAIL3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
0510
CB-F
0511
18" RCP-IV
RCP-IV15" 15" RCP-IVDI
15" RCP-IV
15" RCP-IV
0504
0503
15" RCP-IV
DI
0553
DI
0554DI
0512
CB-F
15" RCP-IV
CB-F
0509
CB-F
SEE DETAIL 16 / SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
CB-F
15" RCP-IV
15" CSP w/ ELBOWS
CB-G
DI
CB-G
CB-G
CB-G
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F
RCP-IV
15"
PLUG, FILL, AND ABANDON
RCP-IV
18"
RCP-IV
18" RCP-IV
15"
RCP-IV
15"
REMOVE
SHEET 2D-1
SEE DETAIL 3/
SPECIAL LATERAL 'V' DITCH
FROM U-5747 PROJECT
NO IMPACT TO WETLAND
15" RCP-IV
15" RCP-IV
O NC GRIDNAD 83/ NA 2011D
L = 21.55'
T = 10.78'
R = 221.00'
PI Sta 11+98.39HEBRON DR-Y3-+3523'11'11'
11'
11'
5'
5'
2'-6" C&G
1'-6" C&G
1'-6" C&G
2'-6" C&G
2'-6" C&G
11'
11'
11'
11'
5'
5'2'-6" C&G
020304020304SE = 0.04
RO = 200'+65+10+10100' TAPER
+10+10200' TAPER
30'+4750' INC
11'
12'
5'
11'
11'
11'
5'
350' STORAGE
12'
12'
6'
CR
CR
CR CR
45'R
25'R
35'R
032026
03
EXIST
02
006 004
02
01
02
00
01
02 INC20' +69
CR
CR
100'R
40'R
50'R
5'
8'
8'
5'
100' TAPER
300' STORAGE
11'11'+258'
5'
8'
30'
23'
PI Sta 24+65.55
D
L = 568.00'
T = 285.92'
R = 2,000.00'
SE = 0.03
RO = 162'
PI Sta 36+91.37
D
L = 688.96'
T = 346.00'
R = 3,000.00'
SE = 0.03
RO = 162'
-Y3- POT Sta. 10+65.00
BEGIN CONSTRUCTION
16' DR
100' TAPER18'18'14'14'475' LANE TRANSITION+70
TAPER100'+70
9'12'12'12'300' STORAGE325' DUAL STORAGE6'1'-6" C&G1'-6" C&G1
5'12'
15'12'12'12'300' LANE TRANSITION+15(Y2)
+15(Y2)
02
+25
02
03 03
+79
02
03
12'15'
03030324'45'R
30'R
12'
12'12'12'18'12'12'12'12'
15'12'6'15'
CRCR
CR
CR
14'
CR
CR
CR
CR CR
CR
CR
14'400' DUAL STORAGE300' TAPER+75
250' DUAL STORAGE12'12'9'2'-6" C&G2'-9" C&G1'-6" C&G2'-6" C&G0303
+96
03030303
+65
02
02 +50
12'12'12'12'12'18'12'12'12'15'12'15'6'
5.5'
8'
TAPER
100'-SBX-60'R
250'R
50'R
105'R
105'R
50'R
70'R
250'R
125'R
110'R 75'R
250'R
CR
CR
CR
CR
CR
CR
CR
CR
CR
350' DUAL STORAGE
350' DUAL STORAGE
5'
+50+5102020101+01(DAVIS DR)SR 1613-Y2-+2502GREU TL-3CAT-150'R
50'R
10'000001+75010211'
11'
6'
6'
12'1'-6" C&G1'-6" C&G1'-6" C&G2'-9" C&G2.75'
DO NOT IMPACT AT&T CEV
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST WAYHEI
GHTS MADI
SON
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST 2530-L- PC Sta. 30+80.75
-Y3- POT Sta. 10+00.00
-Y3- POT Sta. 11+99.32
-L- POC Sta. 33+01.41 =
-L-
PI Sta 34+53.27
D
L = 718.37'
T = 372.52'
R = 1,100.00'
-Y2-
-CL1-
3515
PI Sta 12+21.87
D
L = 78.24'
T = 39.63'
R = 200.00'
-NBX-
-NBX- PT Sta. 12+60.49
-NBX- PC Sta. 11+82.25
-Y2- PC Sta. 35+85.05
-NBX- POT Sta. 15+85.49
-Y2- Sta. 31+43.06 74' RT=
-Y2- PT Sta. 27+71.54
-Y2- POT Sta. 31+07.73
-L- POT Sta. 26+38.74=
15
-SBX- POT Sta. 16+19.58
-Y2- Sta. 30+41.94 74' LT=
30
(McCRIMMON PKWY)
-L- SR 1635
F
F
F
F
F
C
F
F
F
C
F
F
F
F
F
F
C
F
C
F
C
F
F
F
F
F
C
F
C
C
F
C
C
F
C
C
F
C
C
F
FC
C
C
F
F
BL-106
BY7-7001
BL-107
PP/LTLTLT
PP LTPP
LT
PP
LT
LTLT
LTLTLTS
S15" RCP1
5
" R
C
P 24" RCP18" RCP
24" RCP12" HD
P
E 24" RCP12" HDPE
12" HDPE
12" HDPE
15" RCP15" RCP
12" HDPE
12" HDPE
12" HDPE 15" RCP15" RCP
8" HDPE
8" HDPE 8" HDPE
8" HDPE 8" HDPE24" RCP24" RCP
24" RCP18" RCP 18" RCP18" RCP18" RCP
24" RCP24"
R
C
P15" RCP15" RCP 15" RCP
18"
R
C
P
18" RCP
15" RCP
50.00'
80.00'100.00'
HH
H
HHHHHHH
H
H
HH
HH
HH
H
H
HHHHHHHH
HOTBOXWATERPEDPWEMHOTBOXWATER
EM
EM
PANELCONTROL
EM
GTS
EOST8 i
n, Pl
asti
c2 in,
P
lastic12 in, DIP8 in, DI16 in, DI
Unk Size8 in, DIP
6 in, DIP2
i
n,
Pl
ast
i
c8
i
n,
DI
2 in, Plastic
Google Fiber
AT&T Corp.
Town of CaryAT&T Corp.
PSNC 8 in, Plastic
Communication
Charter
CommunicationCharter
AT&T Corp.
Charter Communication
Charter Communication
Google Fiber
8 in, Plastic
12 in, PlasticPSNCHigh PressureGoogle Fiber
Google Fiber
AT&T Corp.Google FiberGoogle Fiber
Spirit Communications
S
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G
72" CONC
60" CONC60" CONC
60" CONC
30"C&G7
2" CONC60" CONC60" CONC
60" CONC60" CONC60" CONC 60" CONC60" CONCDK
72" PVC
72" PVC
72" PVC
72" PVC
P
V
C72"DK DK DK
DK DK DK DK DK DK DK
60" CONC60" CONC60" CONC
60" CONC
60" CONC
48 WD48 WD48" PVC48" PVC48" PVC36" WD36" WD48" PVC
48" PVC48" PVC72" CONC
60" CONC
18" C&G
CONC ISL
CHAMPLAIN CT 23' BST
POINT COMFORT LN 22' BST
SR 1635 MCCRIMMON PKWY 38' BSTVEGETATION
VEGETATIONVEGETATION30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C
&
G
30" C&G
30" C&G
3
0
" C&G
30" C&G
30" C&G30" C&G
30" C&G30" C&G30" C&G
G
RA
S
S
GRASS
GRASS
GRASS
30" C&G30" C&G
30" C&G
18" C&G
18" C&G
18" C&G
18" C&G18" C&G18" C&G
18" C&G 30" C&GCONC
DB 13750 PG 1137DB 15316 PG 769
PB 2011 PG 418D
B 15074 PG 786PB 2011 PG 419
DB 15310 PG 2150
PB 2011 PG 419
DB 15308 PG 447
PB 2011 PG 419
DB 16051 PG 2469
PB 2011 PG 419
DB 15310 PG 2384
PB 2011 PG 419
DB 16445 PG 1225
PB 2011 PG 419
DB 15318 PG 1814
PB 2011 PG 419
DB 16204 PG 143
PB 2011 PG 419
DB 15166 PG 2646
PB 2011 PG 419
DB 16242 PG 1777
PB 2011 PG 419
DB 15430 PG 2618
PB 2011 PG 419
DB 15433 PG 2064
PB 2011 PG 419
DB 16990 PG 2611
PB 2011 PG 419
DB 15460 PG 1871
PB 2011 PG 419
DB 15443 PG 1294
PB 2011 PG 419
DB 15462 PG 86
PB 2011 PG 419
DB 15639 PG 529
PB 2011 PG 419
DB 15446 PG 1678
PB 2013 PG 811
DB 16610 PG 355
PB 2013 PG 811
DB 16611 PG 2248
PB 2013 PG 811
DB 16551 PG 787
PB 2013 PG 811
DB 15651 PG 671
PB 2013 PG 811
DB 16273 PG 1412
PB 2013 PG 811
DB 15648 PG 2664
PB 2013 PG 811
DB 15648 PG 2638
PB 2013 PG 811
DB 15646 PG 1137
PB 2013 PG 811
DB 15639 PG 2643
PB 2013 PG 1052
DB 15560 PG 1702
PB 2013 PG 811
DB 15562 PG 2470
PB 2013 PG 811
DB 15570 PG 393
PB 2013 PG 811
DB 15562 PG 2453
EIPEIP
N 18°51'37" W251.09'N 87°13'40"
W
213.93'N 45°51'12" W135.87'N 45°53'57" W126.72'N 47°55'41" W61.49'N 47°55'41" W100.67'
N 17°23'25" E
127.29'N 10°26'11" W167.12'N 39°11'39" W115.85'N 54°15'45" W115.13'N 54°15'45" W128.14'N 54°15'45" W131.75'N 54°15'36" W143.35'
S 01°35'35" E
75.07'N 29°16'59" E
34.77'
S 35°44'15" W
46.06'
S 35°44'15" W
47.00'
S 35°44'15" W
42.00'
S 35°44'15" W
61.02'
N 38°12'50" E109.50'
N 41°02'16" E
30.45'N 45°46'58" W93.50'N 45°46'58" W80.00'N 45°46'58" W80.00'N 45°46'58" W80.00'S 45°46'58" E80.00'23.00'
N 44°13'02" E
18.00'18.00'23.00'N
7
4°2
6'2
6" W8
5.6
1'N
7
4°2
6'17" W8
2.2
1'N
7
4°2
6'19" W8
0.4
3'N
7
4°2
6'0
6" W8
0.0
2'N
7
4°2
5'5
6" W8
0.7
3'N
7
4°2
5'4
5" W8
2.5
7'
S
7
4°2
5'4
1"
E
8
6.6
1'N 53°33'28" W82.87'N 53°33'32" W80.54'N 53°33'37" W80.00'N 53°33'38" W80.59'S 53°33'25" E82.98'S 45°46'58" E93.50'N 45°46'58" W80.00'N 45°46'58" W80.00'N 45°46'58" W80.00'N 45°46'58" W80.00'N 45°46'58" W80.00'N 45°46'58" W80.00'23.00'18.00'18.00'
N 44°13'02" E
18.00'18.00'23.00'23.00'N 36°26'33" E
18.00'
18.00'
23.00'
21.00'20.00'18.00'N 15°33'34" E
18.00'18.00'23.00'
N 48°24'47" E
115.34'
N 49°25'37" E
115.37'
S 50°44'23" W
116.07'N 30°03'22" W81.00'N 30°03'22" W81.00'N 30°03'22" W81.00'N 30°03'22" W81.00'N 30°03'22" W81.00'N 30°03'22" W81.00'N 30°03'27" W81.20'S 30°03'24" E82.98'N 45°07'11" W83.05'N 45°07'18" W81.22'N 45°07'19" W81.08'N 45°07'12" W82.06'S 45°07'00" E84.98'S

5
9°56'36" W18.00'18.
0
0'
1
8
.00'18.00'18.00'18.00'23
.00'
23.00'
18.00'
S 44°53'00" W
18.00'23.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'
23.00'
18.00'
18.00'
S 35°44'15" W18.00'
18.00'
18.00'
18.00'
23.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'S 54°15'45" E81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'N 54°15'45" W81.00'S 54°15'45" E69.84'
23.00'
18.00'
18.00'
S 35°44'15" W18.00'
18.00'
23.00'
23.00'
S 35°44'15" W
18.00'
18.00'
23.00'13.22'
N 85°57'19" W73.25'N 85°57'19" W81.34'N 85°57'17" W82.25'N 85°57'18" W88.07'S 85°57'19" E
105.72'
23.00'
18.00'
S 04°02'41" W18.00'
23.00'
S 10°25'35" W
25.59'
S 10°25'35" W
82.00'
S 05°49'45" W
66.23'
S 35°44'15" W
72.21'S 54°15'45" E81.00'
S 79°34'25" E
92.71'
EXISTING R/W
EXISTING R/W
N 54°15'39" W145.85'
EXISTING R/W
EXISTING R/W
EIP
EIP
S 85°55'58" E44.63'N 0 5 °5 8 '5 4 " W4 3 .9 6 'N 54°19'00" W81.01'S 54°32'25" E80.76'
N 85°55'58" W425.83'
E
X
IST
IN
G
R
/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
RIGHT OF WAY VARIESSR 1635 MCCRIMMON PKWY 38' BST
RIGHT OF WAY VARIES
SR 1635 MCCRIMMON PKWY 26' BST
PB 2006 PG 2036
DB 13750 PG 1142
2SFD
2SFD
DKDK
DKDK
DK
DKDK
DKDK
EIP
DK
DK
DK
DK DK
DK
DK
DK
DB 13750 PG 1142
DB 15769 PG 205
DB 13152 PG 1929
PB 2013 PG 811
DB 15074 PG 786
PB 2006 PG 2037
DB 13287 PG 2419
PB 2006 PG 2037
DB 13287 PG 2377
PB 2006 PG 2037
DB 16476 PG 1129
PB 2006 PG 2037
DB 13408 PG 1423
PB 2006 PG 2037
DB 13300 PG 1798
PB 2006 PG 2037
DB 13302 PG 2588
PB 2006 PG 2037
DB 15243 PG 375
PB 2006 PG 2037
DB 15470 PG 1622
PB 2006 PG 2037
DB 15789 PG 2468
PB 2006 PG 2037
DB 1552 PG 1622
PB 2006 PG 2037
DB 15763 PG 1770
PB 2006 PG 2037
DB 13462 PG 747
PB 2006 PG 2037
DB 16412 PG 2394
PB 2006 PG 2037
DB 15664 PG 805
PB 2006 PG 2037
DB 14901 PG 598
PB 2006 PG 2037
DB 15613 PG 284
PB 2006 PG 2037
DB 14648 PG 132
PB 2006 PG 2037
DB 13314 PG 1239
PB 2006 PG 2037
DB 13309 PG 1439
PB 2006 PG 2037
DB 16966 PG 2530
PB 2011 PG 419
DB 15193 PG 163
PB 2013 PG 811
DB 16550 PG 1059
2698
DB 16939 PG
PG 1436
DB 13262 PG 2086
DB 16436
1544
DB 13279 PG
PG 581
DB 13957
PG 2468
DB 13973
DB 13302 PG 2635
2SFAPT
2SFAPT
MON
R/W
DB 13674 PG 528
MON
R/W
2SFRCONDOS
2SFRCONDOS
2SFRCONDOS
3SFRCONDOS
3SFRCONDOS
DK
DK
S
CONC ISLANDMONOLITHICBLVD 40' BSTLAKE GROVE RIGHT OF WAY VARIESLAKE GROVE BLVD 32'
BSTPKWY 35' BST
SR 1635 MCCRIMMON
PB 1999 PG 150
DB 11014 PG 1176
PB 2008 PG 022
DB 13750 PG 1137
PB 1999 PG 150
DB 11014 PG 1176
PB 1982 PG 717
DB 5210 PG 314
PKWY 26' BSTSR 1635 MCCRIMMON
PP/LT
LT LT
PP W/LT
LT
MON
R/W
LT
PP/LT EOS
PB 2006 PG 1758
DB 12165 PG 176
LT
S
S
BST
LT
DI
DI
DI
DI
DB 15252 PG 1702 25' BSTTown of Cary
10 in, DIP
GAS EASEMENT BOUNDARIES
DOMINION ENERGY APPROX.
EASEMENT BOUNDARIES
APPROX. WATER & SEWER
TWIN LAKES MASTER ASSOCIATION, INC.R
ED
U
S TW
IN LA
K
ES, LLCMELISSA WILDER
(25) ANDREW G. WILDER
(26) KELLY L. FOSTER
ESTIFANIA CHUA
(27) TERENCE CHUA
JING JING QIAN
(28) ZHENG ZHANG
(29) NING CHENG
(30) SHARKITA L. RICHARDSON
PRIYAKANT PATEL
(31) KAMINI PATEL
BASANTI BHATT
(32) BASUDEV BHATT
VICKY H. GANDHI
(33) VIPUL S. SHAH
MRIDULA MEHTA
(35) GAURAV MEHTA
JANANI SEKAR
(36) RAMABHADRAN KAPISTALAM
RAJESH DASWANI
(37) JAYA DASWANI
ROOPA ARGULA
(38) BHOOMESH GANDE
(39) HIRUT B. BENALFEW
INDRA VAIDYANATHAN
(40) RAMASUBRAMANIAN SRINIVASAN
JING-JIE LIU
(41) JIJIA YANG
JYOTSNA D. NANNAPANENI
(42) CHENCHU P. YARLAGADDA
COLE KOFFI
(43) VALERIE C. KOFFI
(44) CARRIE NOWAK
NAGENDRA R. NEUPANE
(45) BHAGABATI NEUPANE
SUJATHA M. GOVINDAN
(47) MAGESH K. GANESAN
ABINAYA VASUDEVAN
(48) VASANTH CHANDRASEKARAN
(49) YTYG, LLC
FNU VASUDHA
(50) FNU SHAILENDRA
SUSHMA R. POODARI
(51) MRALI MUTHYAM
HAIJIN WANG
(52) BRYAN W. BRACHER
PATRICK BHALAI
(53) DOLORES BHALAI
SRUNOKSHI K. P. NEELAKANTAN
(54) ABHISHEKH PADMANABHAN
HETAL SHINGVI
(55) SWAPNIL V. SHINGVI
PAVANI KANDURI
(56) SRINIVASAN KANDURI
KAREN A. AZOPARDI
(57) ROBERT J. AZOPARDI
HOMEOWNERS ASSOCIATION, INC.
WESTPORT AT TWIN LAKES
HOMEOWNERS ASSOCIATION, INC.
WESTPORT AT TWIN LAKES
SURESH B. YACHEM
SRIDEVI TAYALUR
DUC NGUYEN
SAM LE
REDUS TWIN LAKES, LLC
(73) SHIRLEY OWINO
(72) JENNIFER SURPRISE
NEELAKSHI GOHAIN
(71) SACHIN K. SHARMA
(74) REANA WALKER
(75) SARAH PARK
(76) NANCY S. COOKE
NEELIMA BORKAR
(77) TEJASVI KALIGA
SUSAN POTTS
(70) RICHARD POTTS
(69) KHA T. NGUYEN
ANGELITA N. JAOUI
(68) MOHAMMED JAOUI
ESHA ASHYA
(67) ROMIT DHAR
(66) JILLIAN M. STEINBRONER
ARCHANA G. UDUPA
(65) NITIN C. SATHAWANE
JING CHEN
(64) JOSEPH W. POTEAT
RITU SUKHIJA
(63) KAMAL SUKHIJA
(62) USHA PARVATHANENI
SHIKHA LAKHWARA
(61) VIKAS ARORA
KRISTINA E TRACY
(60) KEVIN LARSON TRACY
JAIME D. LEE
(59) VINCENT LEE
(58) ALEXANDER SHOULSON
(34) JOSHUA L. THOMAS
ANGEL TORRES
(46) WANDA TORRES
THOKALA
KALYANI
THOKALA
VENUBABU
RENGIFO
EVELYN G.
RENGIFO
SERGIO R.
BHESANIYA
RITABEN J.
BHESANIYA
JAYESH B.
TEFERA
ENDALKACHEW
NORRIS
JENNIFER T.
NORRIS
JONATHAN S.
TARA THOMAS
SANDEEP MOHAN
DONGNING WANG
JIEWU LIU
WMCi RALEIGH II, LLC
WMCi RALEIGH II, LLC
JULIA R. DEAN
JONGSUK KIM
JOONHAN KIM
NICOLLE M. LANG
DANIEL LANG
CHRIST OF LATTER-DAY SAINTS
BISHOP OF THE CHURCH OF JESUS
CORPORATION OF THE PRESIDING
ASSOCIATION, INC.
TWIN LAKES MASTER
25
26
27
28
39
30 31
32 33 34 35
36 37 38 39 40
41 42 43
44 45 46 47
48
49 50 51 52 53
54
55
56
57
58
59
60
2161
62
63
64
65 66 67 68 69 70 71 72 73
74757677 52.5'52.5'52.5'EX. R/W
+10.34
EX. R/W
+82.34
52.5' LT
+99.13
52.5' RT
+57.51
52.5' LT
+57.51
66' LT
+56
EX. R/W
+50(Y4)
EX. R/W
+80(Y4)
79' LT
+05
EX. R/W
+90(Y4)
69.42' RT
+80(L)73' RT
+28(L)
56' RT
+01
57' RT
+23
62' RT
+46
36' RT
+40(Y5)
86' LT
70' LT
+48
68.43' LT
+99
21
22
23
24
26
27
28
80' LT
+97
80' RT
+53
EX. R/W
+57(L)
EX. R/W
+63(Y4)
75' LT
61' LT
+62(L)
51' RT
+81(Y4)
EX. R/W
+66(Y4)
EX. R/W
+91.77
64' LT
52.50' LT
+24(L)
64' RT
+30(L)
52.5' RT
+90(L)
25A
25B
25A
52.5' RT
+90
52.5' RT
+22
87' RT
+97
EX. R/W
+65(Y4)
59' LT
+88
68' LT
+08
56' RT
+90.43
65.05' RT
+51.33
62' RT
+92.01
85' LT
71.35' LT
+10
85' LT
80' LT
70' LT
+83
72.31' LT
52.5' LT
+91
85' LT
70' LT
+03
87' LT
79' LT
52.5' LT
+71
87' LT
78.92' LT
+92
86' RT
+18
25C
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 6
MATCHLINE -L- STA 46+50 (SEE SHEET 7)SEE SHEET 16 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLANDMATCHLINE -L- STA 34+50 (SEE SHEET 5)SEE SHEET 2B-2 FOR INTERSECTION DETAILS
SIDEWALK REMOVAL
REMOVE CB
REMOVE 9 LF
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
RETAIN
18" RCP
TIE TO EXIST
14 LF
REMOVE
CB-E
CB-E
CB-F CB-F
CB-F
CB-F
15" RCP-IV
15" RCP-IV
18" RCP-IV
18" RCP-IV
15" RCP
EXTEND EXIST
COLLAR AND
RETAIN
RETAIN
CB-F
CB-G
CB-G
CB-G
CB-F CB-G
CB-F CB-F
CB-G
15" RCP-IV
RETAIN
15" RCP-IV
15" RCP-IV
EXIST 18" RCP
COLLAR AND EXTEND
REMOVE
RETAIN
15" RCP-IV
15" RCP
TIE TO EXIST
CB-F
REMOVE 4 LF
15" RCP-IV
CB-G
TIE TO EXIST 18" RCP
CB-F
18" RCP-III
18" RCP-III
RETAIN
RETAINRETAINRETAIN
RETAINRETAIN RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINRETAINRETAINRETAIN
RETAINRETAIN
RETAIN
RETA
IN
RETAIN
CB-F
SEE DETAIL 1 /SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1 /SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
18" RCP-IV
0601
0602
0603 0604
0609
0610
0606
0605
0607
0608
0611
0615
0626
0628
0627
0635
0616
0612
0613
0614
0618
0620
0630
0617
0621
0632
0619
0634
0622
0623
0624
0629
0625
0631
RETAIN
EXIST 18" RCP
COLLAR AND EXTEND
REMOVE EXIST CB.
RETAIN
TIE TO EXIST 18" RCP
EXTEND EXIST 18" RCP
COLLAR AND
RETAIN
OF 15" RCP
AND 2 LF
REMOVE CB OOO
NC GRIDNAD 83/ NA 2011
100' TAPER
200' STORAGE
200' STORAGE+15+15+15+15+15+1512'12'
23'
11'
11'
11'
11'
5'
5'
PI Sta 45+57.64
D
L = 595.81'
T = 300.13'
R = 2,000.00'
-L- PC Sta. 42+57.51
SE = 0.03
RO = 150'
450' STORAGE+35+85+85100' TAPER
100
' TAPER
12'
23
'11
'11
'11
'11
'5
'5
'SE = 0.04
RO = 200'
12'
12'250'R
65'R
50'R
50'R
65'R
230'R
CR
CR
CR
CR
CR
2'-6" C&G
1'-6" C&G
2'-6" C&G
2'-6" C&G
1'-6" C&G
2'-6" C&G
1'-6" C&G
040302010001020403020203020100010203CR
CR
+0850' INC
8
'5
'5'
8'
13'13'
16.5'
21.5'
16'
10'10'13.5'
5.5'
5.5'
5.5'R 5'R
30'R30'R
CR
5'
8'
1'-6" C&G
SE = EXIST
RO = EXIST
10:1
10:1
10:1
TAPER100'1'-6" C&GC&G1'-6"SI
DEWALKTI
E TO EXI
ST
TIE TO EXIST SIDEWALK
TIE TO EXIST SIDEWALK
TIE TO EXIST SIDEWALK
SIDEWALK
EXIST
TIE TO WALK CIRWINTER -Y5-40-Y4- POT Sta. 10+00.00
-Y4- PC Sta. 12+78.48
-Y4- PT Sta. 14+76.47
-Y4- POT Sta. 15+30.67
-Y5- POT Sta. 10+00.00
-Y5- POT Sta. 11+18.08
-L- POC Sta. 45+50.12=3545-L-
PI Sta 34+53.27
D
L = 718.37'
T = 372.52'
R = 1,100.00'LAKE GROVE BLVD-Y4-LAKE GROVE BLVD-Y4--L- PT Sta. 37+99.13
(MCCRIMMON PKWY)SR 1635 -L-
-Y4-
PI Sta 13+77.80
D
L = 197.99'
R = 1,000.00'
T = 99.32'
-Y4- PINC Sta. 11+01.34
-Y4- POT Sta. 11+70.67
-L- POT Sta. 39+49.54 =
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
C
C
F
C
F
C F
F
C
C
C C
BY11-11001
BL-109
BL-108
LT
LT
LT
LT LTPP PP
PP
LTDILT8" PV
C 8" PVC8 " P VC8" PV
C
8
" PVC
8" PVC
8" P
VC
8" PVC
S
18" RCP 15" RCP12" RCP
18" RCP
18" RCP 15" RCP18" RCP15" RCP15" R C P
18" RCP
18" RCP 18" RCP
18" RCP15" RCP18" RCP
18"
R
CP
18" RCP 24" RCP30" RCP15" RCP 15" RCP15" RCP
1-3X8 BARREL
15"
R
C
P
50.00'100.00'50.00'6
0.
0
0'60.00'
12" RCP 18" RCP
C
HH
HH
HH HH HH
HHHH
HH
HHHH
HH
T
T
T
HHHH
H
H
H
H
HHHHHHT
WTHH
RECLAIMED
WTHH
RECLAIMED
WTHH
RECLAIMED WTHH
RECLAIMED
PED
ELEC
WIRES
EXPOSED
WTHH
RECLAIMED
HOTBOX
WATER
EOS
WTHH
RECLAIMED
T
T
T
Google Fiber
Town of Cary
Town of Cary
AT&T Corp.
PSNC
AT&T Corp.
Spirit Communications
16 in, DI
10 in, DIP
8 in, Plastic 8 in, DI8 i
n, DI
4 in, Plastic2 in, Plastic
8
i
n,
DI
16 in, DI
8 in, Plastic
10 in, DIP
12 in, PVC
Reclaimed
8 in, Plastic
2 in, Plastic
Town of Cary
Town of Cary
PSNC
Google Fiber
AT&T Corp.
AT&T Corp.
Charter Communication
Town of Cary
PSNC
T
30"C&G
30"C&G
MTL
BST96" BST
96" BST
96" BST 15" C&G15" C&G1
5" C&G15" C&G15" C&G30" C&G
60" CONC 60" CONC
60" CONC60" C
O
N
C72" CONC30" C&G30" C&G30" C&G30" C&G
30" C&G
72" CONC60" CONC
60" CONC60" CONC
60" CONC60" CONC9' BST 9' BST
FAMI LY FARM ROAD 1 0 ' BST60" CONC30" C&G
BLK WALL/36 CHL60" CONC60" C
O
N
C
SR 1635 MCCRIMMON PKWY 49' BSTHARRIS MILL RD 37' BSTLIBE
RT
Y R
OSE
D
R 22' BST
NEWSTEAD WAY 22' BST
SR 1635 MCCRIMMON PKWY 55' BST CRAI
GMEADE DR 21' BSTSR 1635 MCCRIMMON PKWY 56' BST
F AMIL Y F ARM RD 12 ' BS T30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30"
C
&G30" C&G30" C&G
MONOLITHIC CONC ISLAND
3
0" C&G30" C&G30" C&GMONOLITHIC CONC ISLAND
BST
S 02°20'19" E251.77'N 00°40'18" E131.77'N 00°40'11" E131.03'N 87°41'48" W126.43'26.50'
S 89°19'49" E
78.50'N 87°08'59" W75.44'28.33'
S 52°35'19" W
360.89'N 04°59'36" W49.99'N 05°05'30" W365.69'S 52°44'26" W
67.28'S 05°04'28" E225.30'N 22°10'50" W68.58'N
8
4°5
5'3
2" E8
0.8
5'S 08°19'05" E248.03'N 87°46'31" W89.31'N
8
4°5
5'3
2" E17
4.15'
N 88°06'47" WN 88°06'47" W57.54'N
6
1°
0
3'
0
0
" W4
0.
6
4'N
6
1°
0
3'
2
0
" W3
8.
5
9'N 37°33'27" W57.05'N 52°26'33" E
29.97'N 29°54'34" E
13.57'N 37°33'27" W90.86'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'07" W111.50'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'07" W111.50'N 37°33'10" W100.00'N 37°33'10" W100.00'N 37°33'27" W101.56'N 37°33'27" W98.00'S 37°33'27" E81.00'S 08°28'45" E45.56'10.00'28.00'28.00'28.00'42.50'42.50'
N 52°26'33" E
28.00'28.00'28.00'42.50'42.50'28.00'
N 52°26'33" E
28.00'28.00'42.50'N 37°33'27" W93.13'N 52°26'33" E
39.16'28.00'N 37°33'27" W38.41'S 11°55'10" E140.96'N 14°46'07" E
47.33'
EXITING R/W EXISTING R/W
S 00°40'11" W135.06'EXITING R/WN 04°20'50" W140.47'S 37°27'22" E91.95'N
67°49'41"
E
242.95'
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WT
O

R
/W
2
.55' E
IP
S 52°40'57" E28.95'
PB 2006 PG 1758
DB 12165 PG 176
JESUS CHRIST LATTER-DAY SAINTS
1SBKCH
PB 2015 PG 1000
DB 16698 PG 1662
PB 2016 PG 865
DB 16550 PG 199
PB 2016 PG 2122
DB 16316 PG 673
PB 2007 PG 2800
DB 11244 PG 2783
PB 2005 PG 1270
DB 11439 PG 2718
BST
CONC
PB 1999 PG 150
DB 11014 PG 1176
BST
BST
BST
BST 11.05'N 15°42'44" WPB 2016 PG 2122
DB 16316 PG 673
PB 2016 PG 2122
DB 16316 PG 673
PB 2016 PG 2122
DB 16316 PG 673
PB 2016 PG 2122
DB 16316 PG 673
PB 2017 PG 497
DB 16316 PG 673
PB 2017 PG 497
DB 16893 PG 1239
PB 2016 PG 2122
DB 16850 PG 2169
PB 2016 PG 2122
DB 16862 PG 1561
PB 2016 PG 2122
DB 16856 PG 456
PB 2017 PG 497
DB 16849 PG 2316
PB 2017 PG 497
DB 16897 PG 2120
PB 2016 PG 2122
DB 16879 PG 1946
PB 2016 PG 2122
DB 16916 PG 687
PB 2016 PG 2122
DB 16951 PG 1562
PB 2014 PG 659
DB 12994 PG 2765
RIP RAP
RIPRAP
BST
BST
PB 2016 PG 2122
DB 16890 PG 1009
PB 2016 PG 2122
DB 16915 PG 1371
LT
PB 2007 PG 2800
DB 13097 PG 1558
GTS
LT LT
LTEXISTING R/WEXI
STI
NG R/W18" RCP 30" C&GBM#3
SPIKE SET IN BASE OF 20" PINE
-L- STATION 53+86.50 51.91 RIGHT
BM#3 ELEV 363.67'
PB 2017 PG 553
DB 16316 PG 673
15" C&G
S
S
S
S
S
S
CHRIST OF LATTER-DAY SAINTS
BISHOP OF THE CHURCH OF JESUS
CORPORATION OF THE PRESIDING DAN PROPERTIES, LLC
SHAIL CONSTRUCTION, LLC
STANDARD PACIFIC OF THE CAROLINAS, LLC
TOWN HALL COMMONS, LLC
KINGS KIDS, LLC
WMCi RALEIGH II, LLC
THE CAROLINAS, LLC
(78) STANDARD PACIFIC OF
THE CAROLINAS, LLC
(79) STANDARD PACIFIC OF
THE CAROLINAS, LLC
(80) STANDARD PACIFIC OF
THE CAROLINAS, LLC
(81) STANDARD PACIFIC OF
THE CAROLINAS, LLC
(82) STANDARD PACIFIC OF
VAINAY K. DOTI
(83) HARSHA CHANNAKA
SAILAJA NUNNA
(84) SHIV S. NUNNA
SWETHA S. MORUSUPALLI
(85) VINAY B. VOBBILICHETTY
SATENDRA MAURYA
(86) SURBHI MAURYA
SALONI GUPTA
(87) RAJESH GUPTA
BHAVANI BODDU
(88) SANJAY PERUGU
NEHA R. RAVULA
(89) ROHIT K. RAVULA
VENKATA P. P. VASIREDDY
(92) DATTA S. D. NAGA
(93) HEATHER A. JENNINGS
TOWN HALL COMMONS, LLC
ABHISHEK PATTI
(90) ASHWINI ISARAPU
MEENAKSHI GULATI
(91) NIKHIL GULATI
KINGS KIDS, LLC
STANDARD PACIFIC OF THE CAROLINAS, LLC
78 79 80 81 82
83 84 85 86 87 88
89 90
91 92
93
52.5'52.5'30.5'
30.5'
EX. R/W
+31.55(Y6)
52.5' LT
+53.33 52.5' LT
+75
30.5' RT
+90.9
30.5' LT
+90.9
80' RT
+97
80' RT
+38
63' RT
+01
64' RT
+48
+31
82' LT
87' RT
+96
53' RT
+29(Y6)
EX. R/W
+35(Y6)
49' RT
+53
77' RT
+49(L)
47' LT
+51(Y6)
EX. R/W
+80(L)
86' LT
70' LT
+95
86' LT
75' LT
70' LT
+15
86' LT
70' LT
+76
90' RT
+76
90' RT
+97
28
29
26
30
31
32
34
33
58' LT
+05
58' LT
+25
44' RT
+01
30' RT
41' RT
+14
EX. R/W
47' RT
+46(Y6)
73' LT
+36(L)
52.5' RT
+53(L)
EX. R/W
+71
EX. R/W
+02
30.5' LT
+40(Y6)
EX. R/W
30.5' LT
+10
30.5' LT
+11
EX. R/W
30.5' RT
+10
52.5' RT
+45
32
85' RT
+26
64' RT
+72.05
66' RT
+00.63
EX. R/W
73' LT
+90
70.22' LT
+69
69' LT
+55
81' LT
+63
91' LT
69' LT
+40
79' LT
+01.24(L)
71' LT
+45
72' RT
+45
78' RT
+70
64 RT
+50
78' RT
+33
69' RT
+60
86' LT
71' LT
52.5' LT
+97
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 7
MATCHLINE -L- STA 46+50 (SEE SHEET 6)MATCHLINE -L- STA 59+00 (SEE SHEET 8)SEE SHEET 16 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 21 FOR -Y6- PROFILE
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-3 FOR INTERSECTION DETAIL
14 LFREMOVE
SEE DETAIL 2/SHEET 2D-1
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 2/SHEET 2D-1
SPECIAL BACK OF CURB CUT DITCH
CB-G
RETAIN
15" RCP-IV
15" RCP-IV
CB-F
CB-F
CB-F
15" RCP-IV
CB-G
CB-F CB-F
DI
DI
CB-G
15" RCP-IV
RETAIN
ADJUST CB
15" RCP-IV
CB-F CB-F
15" RCP-IV 18" RCP-IV
18" RCP-IV
CB-G
CB-F
CB-G
15" RCP-IV
RCP-IV
15"
18" RCP-IV
CB-G
15" RCP-IV
EST. 7 SY GFD
EST. 2 TON
CLASS 'B' RIP RAP
18" RCP-IV
18" RCP-IV 18" RCP-IV
CB-G
REMOVE
REMOVE
18" RCP-III
18" RCP-III
DO NOT FILL OVER
RETAIN
RETAIN RETAINTIE TO EXIST 15" RCP
CONVERT CB TO TBJB W/ MH
REMOVE
REMOVE
REMOVE 24" RCP-III
REMOVE
REMOVE
REMOVE
15" RCP-IV
PLUG, FILL, AND ABANDON
RETAIN
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
15" RCP-IV
15"
RETAIN
RETAIN
CB-E
CB-G
CB-G
REMOVE
REMOVE
RETAIN
18" RCP-IV
15" RCP-IVSEE DETAIL 2D-2
SPECIAL MIN DEPTH CB-E
0703
0704
0701
0730
0705
0731
0732
0733
0702
0709
0715
0706
0707
0710
0708
0711
0723
0717
0712
0716
0720
0719 0721
0718
0727
0728
0725
0722
0724
0726
RETAIN
REMOVE
REMOVE
SEE DETAIL 2D-2
DEPTH CB-E
SPECIAL MIN
SEE DETAIL 2D-2
DEPTH CB-F
SPECIAL MIN
24" RCP-III
CB-F
18" RCP-IV
OO NC GRI DNAD 83/ NA 2011100' TAPER
100' TAPER
+75+25+25+35+45+4512'
12'23'
11'
11'
11'
11'
5'
5'
-L- PT Sta. 48+53.33 +45PI Sta 45+57.64
D
L = 595.81'
T = 300.13'
R = 2,000.00'
SE = 0.03
RO = 150'
11'11'
11'11'11'
450' STORAGE
100' TAPER
+10
+10
+10100' TAPER100' STORAGE50'R
50'R
CRCR
CR
2'-6" C&G
1'-6" C&G
2'-6" C&G
2'-6" C&G
+752'
-6" C&G2'-
6
" C&G410' STORAGE
12'
410' STORAGE
50' INC
+53100' TAPER
1'-6" C&G
1'-6" C&G23'
11'
11'
11'
11'
5'
5'0302030201000102CR
50'R
150'R
40'R
CR
CR
CR
CR CR
CR CR
CR CR
011
01
02
00
01
02
026
032
02
03
02
EXIST INC20' +66
30'R30'R
40'R
50'R
30'R 30'R
45'R 50'R
5'
5'
8'
8'
011
02
12
'
13
'
12'INC20' +52
1'-6" C&G
PROPOSED SIDEWALK (BY OTHERS)
TOWN HALL NORTH DEVELOPMENT
SE = EXIST
RO = EXIST
SE = EXIST
RO = EXIST
-Y6- POT Sta. 11+25.00
BEGIN CONSTRUCTION
-Y6- POC Sta. 16+10.00
END CONSTRUCTION
CR
12'
5.5'
CR
CR
CR
020
1
0
0
0
0
1EXIST
+92 +71+4802010201+25+75+00+502'-6" C&G
PROPOSED DEVELOPMENT (BY OTHERS)
BRIER POINTE RETIREMENT COMMUNITY
MEDICAL OFFICE (BY OTHERS)
6001 MCCRIMMON PROPOSED
11'11'
1
5'15'
16'16'
16'16'CR CR
37'R 26'R
TIE TO EXIST SIDEWALK
BY OTHERS
TIE TO PROPOSED SIDEWALK
SIDEWALK BY OTHERS
TIE TO PROPOSED
TIE TO EXIST SIDEWALK
SIDEWALK
EXIST
TIE TO MILLS RDHARRIS -Y6-ROSE DRLIBERTY-Y6-50PI Sta 12+22.54
D
L = 131.53'
T = 67.21'
R = 260.00'
PI Sta 15+93.70
D
L = 197.32'
T = 102.80'
R = 285.00'
15
-Y6-
-L-
-Y6- POT Sta. 17+20.59
-Y6- PT Sta. 16+88.22
-Y6- PC Sta. 14+90.90
-Y6- PC Sta. 11+55.34
-Y6- POT Sta. 10+00.00
55(McCRIMMON PKWY)
SR 1635
-L-
-Y6- POT Sta. 13+51.32
-L- POT Sta. 52+78.06 =
-Y6- PT Sta. 12+86.87
F
F
F
F
F
F
C
F
F
C
F
C
F
C
F
C
F
C F F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
C
F
C
BL-110
BL-111
PP
LTLTLT LT LT
LT LT
LTLTW/LT
PP
W/LT
PP
vEXISTING OVERHEAD POWERLINES8" DIP8" DIP8" DIP8" PVC
24
" D
IP
24" DIP24" DIP8" PVC 8" PVC
8" PVC
S
S
S
18" RCP
18" RCP
24" RCP 24" RCP
18" RCP
18" RCP 18" RCP24" RCP
15" RCP15" RCP 15" RCP15" RCP15" RCP15" RCP24" RCP
24" RCP15" RCP1
5" RCP15" RCP24" RCP
15" RCP18" RCP24" RCP24" RCP
36" RCP 18" RCP30" RCP15" RCP24" RCP18" RCP18" RCP18" RCP15" RCP18" RCP18" RCP
T
OP=362.91'MHT
OP=345.93'MH24" RCP
80.00'50.00'50.00'50.00'80.00'
90
.00
'115.00'RIS
E
R
HH
HH
HH
HH
HH
HH
HH
S
HHHH
HH HH HH
HHHH
H
H HH
HH
HHHH
H
H
HH
HH
HH
H
HHH
HH
HOTBOXWATERVALVES
SSFM
VENT
SSFMPEDELECGTSGTSGTS
T
T
T
T
C
12 in, PVC, Reclaimed
10 in, DIP
16 in, DI
Google Fiber
Town of Cary 8 in, DIUnk Size6 in, Steel16 in, DIAT&T Corp.Google FiberTown of CaryPSNCAT&T Corp.Unk Size6 in, Steel 16 in, DI
10 in, DIP
Spirit Communications
Level 3 Communications LLC
AT&T Corp.
Google Fiber
AT&T Corp.Communication
CharterLevel 3 Comm LLC8 in, DI8 in, DI
60" CONC
10' CONC
30" C&G
30" C&G30" C&G
60" CONC
60" CONC60" CONC96" CONC
60" CONC60" CONC60" CONC
60" CONCS
96" PVC
60" WD
60" WD
SR 1635 MCCRIMMON PKWY 82' BST
TOWN HALL DR 61' BSTTOWN HALL DR 61' BSTVEGETATIONMONOLITHIC CONC ISLAND
30" C&G30"
C
&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G30" C&G30" C&GGRASS
30" C&GGRASS
GRASS
GRASSTOWN HALL DR 38' BST30" C&G
CONC CURB
30" C&G
SR 1635 MCCRIMMON PKWY 38' BST
18" C&GCONCTOWN HALL DR 61'
BSTBEGEN ST 20' BST
BEGEN ST 20' BST
18" C&G
18" C&GEIPEIP
EIPEIP
EIP
EIPEIP
N 37°01'39" W81.09'38.31'S 37°12'53" E100.00'S 52°47'07" W
49.00'
N 52°47'07" E
100.00'S 37°12'53" E50.50'N 88°22'24" W102.00'
N 71°58'34" W102.14'N 55°27'10" W90.46'N 37°12'41" W80.56'N 37°24'32" W80.68'N 37°18'57" W80.84'50.28'36.13'35.72'60.82'34.07'
N 52°31'30" E
S 19°46'44" W
30.30'
S 09°43'29" W62.11'S 06°37'35" E62.27'S 23°07'29" E55.66'N 80°37'41" E17.45'
N 58°37
'59" E
84.87
'
S 52°52'26" W
85.00'36.00'36.00'36.00'S 37°07'34" E36.00'36.00'36.00'53.39'N 88°06'47" W92.48'S 14°37'10" E38.61'S 75°22'50"
W90.00'10.00'S 14°37'10" E28.00'N 75°22'50" E100.00'S 14°37'10" E56.00'S 75°22'50"
W
10.00'S 14°37'10" E79.69'S 0 1°5 3 '13 " W2 3 .4 5 'S 88°06'47" E
10.00'
S 0 1°5 3 '13 " W8 4 .0 0 '
N 88°06'47" W10.00'
S 0 1°5 3 '13 " W8 5 .0 0 '
S 88°06'47" E
10.00'
S 0 1°5 3 '13 " W5 6 .0 0 '
10.00'S 01°53'13"
W
29.97'S
2
9°5
4'3
4" W14.19'
N 88°06'47" W57.54'N
6
1°
0
3'
0
0
" WP
ONDS 37°31'37" E295.43'N 52°28'23" E
302.70'EXITING R/WEXITING R/WS 52°45'41" W
58.12'EXITING R/WEXITING R/WEXITING R/WEXITING R/WEXISTING R/WEXISTING R/WEXISTING R/W
PB 2014 PG 659
DB 12994 PG 2765
PB 2013 PG 1487
DB 15154 PG 858
WALL
RETAINING
POND
2SFD
2SFD
2SFD
2SFD
PB 2017 PG 392
DB 9970 PG 1319
GRASS
PB 2016 PG 2122
DB 16316 PG 673
PB 2016 PG 2122
DB 16316 PG 673
AREA U/C
TO R/W
0.41' EIP
BST
EXISTING R/W96" CONC
PB 2013 PG 1487
DB 15731 PG 1205
PB 2013 PG 1487
DB 15973 PG 530
PB 2014 PG 072
DB 16974 PG 428
PB 2013 PG 1487
DB 15955 PG 2616
PB 2013 PG 1487
DB 16011 PG 453
GRASS
PB 2016 PG 2122
DB 16316 PG 673
PB 2013 PG 1487
DB 16011 PG 2261
PB 2013 PG 1487
DB 15873 PG 519
PB 2013 PG 1487
DB 15758 PG 1967
PB 2013 PG 1487
DB 15729 PG 1688
CONC CURB
CONC CURB
SR 1635 MCCRIMMON PKWY 24' BST
2SFD 2SFD 2SFD
2SFD
30" C&G
CONC CURB
30" C&G
PB 2016 PG 2122
DB 16951 PG 1562
PB 2014 PG 072
DB 16781 PG 169
HOTBOX
WATER
PP
EM
EM
PED
ELEC
Plastic2 in,DR 20' BSTCONCORDIA WOODS PED
ELEC
HOTBOX
WATER
SSHILOH GREEN WAY 10' BSTSPIKE SET IN BASE OF 18" OAK
-L- STATION 70+51.23 79.10' LEFT
BM#4 ELEV 358.89'
PB 2017 PG 553
DB 16316 PG 673
BM#4
DB 2298 PG 198
100' CP&L EASEMENT
S
S
S
18" RCP 18" RCP
15" RCP
1
5" RCP24" RCP
24" RCP36" RCP36" RCP36" RCP
CB
MH
MH
MH
CB CB
CB
CB CB
DI
24" RCP
S
S
S
S
S
TOWN HALL COMMONS, LLC
TOWN HALL COMMONS, LLC
THE CAROLINAS, LLC
(94) STANDARD PACIFIC OF
THE CAROLINAS, LLC
(95) STANDARD PACIFIC OF
MUPPAVARAM
DHANALAKSHMI
(108) VENKATA DEVAGUPTAPU
(109) NEERAJ MOHAN
(107) YIXING ZHOU
(106) SAI RAKSHA, LLC
STANDARD PACIFIC OF THE CAROLINAS, LLC
NEETHU MENON
SYAMSUNDER
(105) KUNNEKKATTU J.
KANCHAN K. KUMAR
(104) KAILASH KUMAR
VIJAYA L. VARDA
(103) BHUJANG R. VARDA
CHIRAG PAREKH
(102) TRUPTI PAREKH
OF THE CAROLINAS, LLC
STANDARD PACIFIC
(93) HEATHER A. JENNINGS
KRISHNA K. G. V. CHINNA
(111) DEEPA KODANDA
93
94 95
102
103
104 105 106 107
108
109
110
111
THE CAROLINAS, LLC
STANDARD PACIFIC OF
SAJANA SATHYAN
CHANDRASEKARAN
(110) MANOJUKUMAR
340 345345345345345345350350
350350350
3503503
5
0 3503503503503503503503503503503503503503503503503503503503
5
0350350
350
350350
350350 350350
350
350355355355355355355355355355355
355
3
5
5
3553553553553553553553553553553553553553
5
5
355355
355
355
355
355
355
355
355
355355355
355
355355
355
3
6
0
3603603603
6
0360360360360360360360
360
64.5'79' RT
+58 82' RT
+00
EX. R/W
+59(Y7A)
77.52' RT
+53(L)
35
33
64.5' RT
+45
85' LT
+64.36(L)
EX. R/W
+16
64.5' RT
+42(L)
EX. R/W
+13(Y7)
36
82' LT
+50
72.65' LT
+00
74' LT
+15.82
72' LT
+07
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 8
MATCHLINE -L- STA 59+00 (SEE SHEET 7)POND
SEE SHEET 17 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLANDMATCHLINE -L- STA 71+00(SEE SHEET 9)(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-3 FOR INTERSECTION DETAILSNC GRI DNAD 83/ NA 2011CB-F CB-F
RCP-IV
15"
18" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV
CB-G CB-G
18" RCP-IV RETAINRETAIN
RETAIN RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
TBJB W/ MH COVER
CONVERT CB TO
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
RETAINRETAIN
RETAIN
RETAINRETAINRETAINRETAINRETAIN
RETAIN
RETAINRETAIN RETAINRETAIN RETAINRETAINRETAIN
TIE TO EXIST 24" RCP
15"
REMOVE
REMOVE
REMOVE
REMOVE 158 LF OF 24" RCP
SEE DETAIL 2D-2
SPECIAL MIN. DEPTH CB-F
EXIST 18"
REMOVE
0801
0803
0802
0804
0806
0807
0805
0809
0810
FROM U-5747 PROJECT
NO IMPACT TO FEATURE
O
100' TAPER
310' STORAGE+45+55+5523'
11'
11'
11'
11'
5'
5'6070PI Sta 12+79.50
D
L = 144.54'
T = 72.34'
R = 1,292.91'
-Y7A- POT Sta. 10+00.00
-Y7- PC Sta. 12+07.15 -Y7- PT Sta. 13+51.69
-Y7A- POT Sta. 12+51.37
-L- POT Sta. 63+18.87 =
-Y7- POT Sta. 10+00.00
-L- POT Sta. 63+21.37 =WOODS DRCONCORDIA-Y8-100' TAPER
100' TAPER300' STORAGE
+80+80+80+8050'R
30'R
CR
CR
1'-6" C&G
2'-6" C&G
2'-6" C&G
1'-6" C&G
1'-6" C&G +559.5'
12'1'-6" C&G
12'+55175' STORAGE
15'
12'
150' STORAGE
12'+05100' TAPER
410' STORAGE
6.5'
11'
11'
23'
11'
11'
6.5'020150201EXIST150'R
CR
5'
8'
12'12'12'12.5'12.5'
12'12'12'12'12'
12'
5.5'
9.5'
12'
5.5'
PROPOSED SIDEWALK (BY OTHERS)
TOWN HALL NORTH DEVELOPMENT
SE = EXIST
RO = EXIST
PROPOSED WIDENING (BY OTHERS)
BROADSTONE TRAILSIDE DEVELOPMENT
PROPOSED DEVELOPMENT (BY OTHERS)
BRIER POINTE RETIREMENT COMMUNITY
TIE TO EXIST SIDEWALK
SIDEWALK BY OTHERS
TIE TO PROPOSED TOWN HALL DR-Y7-65R = 1,225.00'
-Y8- POT Sta. 11+97.54
-Y8- POT Sta. 10+00.00
-L- POT Sta. 69+90.64 =
-Y7-
(McCRIMMON PKWY)
SR 1635
-L- TOWN HALL DR-Y7A-F
F
F
C
F
C
F
C
F
F
C
BL-113
BL-112
BY14-14001
BL-113
vLT
LT LT
LT LT
LTLTSIG
PP
CONC
PP
W/LT
PP
W/LT
PP
8" DIP8" DIP8" DIP
8" DIP
S
S
S15" RCP18" RCP15" RCP15" RCP15" RCP
15"
R
C
P
DI 15" RCP18" RCP
18" RCP12" RCP18" RCP
24" RCP24" RCP18" RCP
18" RCP18" RCP115.00'18" RCP15" RCP15" RCPW
HH
HH
H
H HHHH HHHHCHH
HHHHHH
VALVE
SSFM
VENT
SSFM S
EOS
T T TT
T
S
16 in, DI
10 in, DIP
6 in, Steel
Town of Cary
Town of Cary
Level 3 Communications LLC
AT&T Corp.
Google Fiber
PSNC
AT&T Corp.
Spirit Communications
PSNCTown of CaryCharter CommunicationAT&T Corp.Google Fiber12 in, DIUnk SizeGoogle FiberAT&T Corp.AT&T Corp.PSNC4 in, Plastic12 in, DIAT&T Corp.
AT&T Corp.
Google Fiber
AT&T Corp.
Charter Communication
T
86" CONC 86" CONC 86" CONC
60" CONC60" CONC96" PVC
96" PVC 96" PVC
96" PVC96" PVC
96" PVC96" PVCGR/SOILGR/SOIL96" CONC
SR 1635 MCCRIMMON PKWY 48' BST
SR 1635 MCCRIMMON PKWY 55' BST
BST 30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&GCONC
CONC
EIPEIP EIP
EIP EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 19°50'56" E125.04'S 19°57'07" E88.88'N 87°44'47" W187.52'
30.68'
N 87°44'47" W140.96'
N 15°07'51" EN 24°31'35" W229.89'S 87°33'50" E
470.97'
N 88°01'36" W244.41'N
8
4°4
0'0
7" E18
9.3
9'N 09°35'49" W106.91'S 85°02'18" E
251.10'S 03°52'13" E111.86'N
8
4°4
0'0
7" E18.6
1'N 51°46'09" E
208.55'
N 52°52'36" E
142.19'
N 52°52'36" E
63.94'
S 87°17'30" E
456.60'
S 22°22'53" W
58.23'
34.10'
S 88°46'46" E
102.94'N 75°47'54" E107.35'
N
61°00
'48" E
99
.99
'58.38'31.61'36.00'S 28°59'11" E36.00'36.00'36.00'N
61°00
'49"
E
99
.93
'N
61°00
'49"
E
94
.87
'N
61°00
'59" E
92
.65
'N
61°00
'48" E
99
.99
'N 19°16'04" E
39.22'
N 31°58'41" E
22.39'S 37°12'53" E85.00'S 37°12'53" E70.48'N 37°06'46" W80.72'N 37°06'44" W80.35'N 37°06'44" W80.40'N 37°06'44" W80.46'N 37°06'44" W80.51'S 37°06'45" E80.57'N 37°06'45" W80.63'N 37°06'45" W80.68'N 36°52'52" W81.32'N 37°01'39" WN 37°06'45" W80.92'N 37°06'45" W80.86'N 37°06'45" W80.80'S 17°02'12" E18.01'S 13°32'39" W
23.25'
38.31'38.43'38.43'38.76'38.45'
S 52°52'26" W
36.00'36.00'36.00'36.00'36.00'36.00'36.33'36.00'36.00'EXISTING R/WEXISTING R/WSR 1637 CHURCH ST 40' BST RIGHT OF WAY VARIESN 87°24'56" W75.58'
N
60°53
'53"
E
210
.48
'N
60°22
'31"
E
190
.38
'N 40°07'46" W94.71'N 33°23'48" W230.88'N 31°30'19" W314.46'EXITING R/W
EXISTING R/W
EXISTING R/W
DB 8626 PG 296
PB 2014 PG 072
DB 16302 PG 232
PB 2014 PG 072
DB 16249 PG 246
PB 2014 PG 072
DB 16312 PG 1474
PB 2014 PG 072
DB 16295 PG 1732
PB 2014 PG 072
DB 16312 PG 223
PB 2014 PG 658
DB 16238 PG 2466
PB 2014 PG 658
DB 16227 PG 334
PB 2014 PG 658
DB 16247 PG 400
PB 2014 PG 658
DB 16326 PG 1009
PB 2014 PG 658
DB 16274 PG 442
PB 2014 PG 658
DB 16263 PG 2694
PB 2014 PG 072
DB 16781 PG 169
PB 2014 PG 072
DB 15968 PG 1684
PB 2014 PG 072
DB 16153 PG 219
PB 2014 PG 072
DB 16025 PG 2782
PB 2014 PG 072
DB 16026 PG 477
PB 2014 PG 072
DB 16221 PG 359
PB 2014 PG 072
DB 16197 PG 1878
PB 2014 PG 072
DB 16205 PG 249
PB 2014 PG 072
DB 16247 PG 839
DB 9065 PG 1235
PB 2013 PG 1489
DB 17001 PG 2728
GR/SOIL
PB 2014 PG 658
DB 15924 PG 2717
RETAINER POND
CONC
BST
PB 2012 PG 139
DB 14666 PG 2025
P
B 2012
P
G 139DB 14666
P
G 2025
DB 2090 PG 370
EIP
GR/SOIL
PB 2014 PG 794
DB 16426 PG 2766
2SFD 2SFD 2SFD2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD
PB 2017 PG 392
DB 9970 PG 1319
EOSRIGHT OF WAY VARIESSR 1637 CHURCH ST 32' BST SOIL
GR/
PB 1992 PG 079
DB 12649 PG 858
RISER
PB 1980 PG 754
DB 1913 PG 160
W/LT
SIG
PED
ELEC
LT
SIG
EM
GTS
GTS
SIG
EIP
PB 2014 PG 794
DB 16426 PG 2766
WOODS
CONC
EIP
15" RCPGRTCS
15" RCP15" RCP 15" RCP 15" RCPCBCBCB CB
CB
CB
CB
FES
MH
18" RCP18" RCP18" RCPHUBERT L. CARRINGTON
YANHONG LIAO
(120) LIXIA LUO
SOWMYA SHANMUGAM
(121) VINOTH K. DURAISAMY
PAYAL NANJIANI
(122) ASHISH NANJIANI
(123) LING LI
(124) TIMMY NGUYEN
(125) NIRAV M. JASANI
ASWINI
(126) GANDHI R. M. PADMANABHAN
RINA PATEL
(127)ANUP P. PATEL
DEVINACHAL NACHIAPPAN
(128) ALAGAPPAN CHOCKALINGAM
LAVANYA R. SHANTHI
(129) NAGENDRA K. NAINAR
JULIA R. FREEMAN
(130) ROBERT T. OUYANG
KRISHNA K. G. V. CHINNA
(111) DEEPA KODANDA
(112) MOHAMMAD N. SHEIKH
(113) SURESH K. MALLURI
LAKSHMI PENUMATCHA
(114) KRISHNAM R. P. VENKATA
SHRUTI K. UCHILL
(115) VINEET LABRU
RADHIKA BHATNAGAR
(116) SUNIL BHATNAGAR
(117) TRIVANDRUM KRISHNAMOORTHY
CLARA ZAMBRANO
(118) JAIME PLATA
KAVITHAMANI MALLAN
(119) MANIKANDAN KULANTTHAIVELU
PEARL L. HINTON
NO DEED REF
LONICE T. ROBINSON
PEGGY M. MEDLIN
THE CAROLINAS, LLC
STANDARD PACIFIC OF
PB 1992 PG 079
NO DEED REF
ROY PITTMAN
TOWN OF MORRISVILLE
T
OWN OF MORRIS
VI
L
L
E
EDNA L. MITCHELL
ROBERT L. MITCHELL
MARINER PROPERTIES, LLC
TOWN HALL COMMONS, LLC
APG SOUTH, INC.
OLDCASTLE
PEGGY M. MEDLIN
PB 1992 PG 079
COMPANY OF RALEIGH
ADAMS CONCRETE PRODUCTS
MARINER PROPERTIES, LLC
111 112 113 114 115 116 117 118 119 120 121 122 123
124
125
126
127
128
129
130
131
(131) TOWN OF MORRISVILLE 54.5'64.5'54.5' RT
(L)+45
54.5' RT
+94.9
64.5' LT
+94.9
EX. R/W
+13
47' LT
+05
62' LT
+29
150' LT
(Y9)+99
69.45' RT
+10(L)
EX. R/W
+10
EX. R/W
+47
EX. R/W
+10
119' RT
104' RT
+40
36
37
38 39
41
40
42
43
44
45
46
47
EX. R/W
+58(L)
47' RT
+35
EX. R/W
+06.69
EX. R/W
+85(Y9)
64.5' LT
+52(L)
81.29' RT
+23
76.39' LT
+76(Y9)
112' LT
+52
93' LT
+06
92' RT
78' RT
54.5' RT
+85
91' RT
EX. R/W
+13.17
124' RT
107' RT
EX. R/W
+62
82' RT
+56
79' RT
+76
47' RT
+72
62' RT
+53.14
47' RT
+51
65' RT
+74.25
120' LT
+76
133' LT
+40
EX. P/L
+02
38' LT
+85(Y9)
EX. R/W
38' LT
+50
33' RT
+35
47' RT
+10(Y9)
47' RT
+60
65' RT
+00
149' LT
69' LT
38' LT
+27
EX. P/L
+04.11
55' RT
+80
95' LT
+00
170' LT
+05
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 9
MATCHLINE -L- STA 71+00 (SEE SHEET 8)MATCHLINE -L- STA 83+00 (SEE SHEET 10)SEE SHEET 17 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 21 FOR -Y9- PROFILE
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-3 FOR INTERSECTION DETAILS
RETAIN
RETAIN
COLLAR AND EXTEND EXIST 18" RCP
15" RCP-IV
RETAIN
RETAIN
18" RCP-IV
CB-G
CB-G
15" RCP-IV
18" RCP-IV
CB-G
CB-G
CB-E
CB-E
CB-F
CB-F
15" RCP-IV
CB-F
RETAIN
RETAIN
15" RCP-IV
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
EST. 5 SY GFD
EST. 1 TON
CLASS 'B' RIP RAP
EST. 10 SY GFD
EST. 3 TON
CLASS 'B' RIP RAP
15" RCP-IV36" RCP-V
RETAIN RETAINRETAINCLEAN OUT PIPE ENTRANCE
ADJUST AND CLEAN OUT CB
FIRE HYDRANT
GRADE AROUND
REMOVE
18" RCP-III
REMOVE
REMOVE
18"
REMOVE
PLUG, FILL, AND ABANDON
REMOVE
RETAIN
RETAIN
RETAINRE
T
AI
N15"
SEE DETAIL 6/SHEET 2D-1
SPECIAL LATERAL BASE DITCH
EST. 10 SY GFD
EST. 3 TONS
CLASS 'B' RIP RAP
SEE DETAIL 12/SHEET 2D-1
EST. 35 CY DDE
L= 75 LF
S=0.60%
TAIL DITCH
SEE DETAIL 13/SHEET 2D-1
EST. 15 CY DDE
S=0.60%, L=75'
TAIL DITCH
REMOVE
GRADE TO DRAIN TIE TO ROADSIDE DITCH
CB-F
CB-G
JB w/ MH
RCP-IV15"
18" RCP-IV
SEE DETAIL 9/SHEET 2D-1
SPECIAL BACK OF CURB CUT DITCH
0905
0906
0922
0909
0910
0912
0927
0911
0904
0901
0900
0903
0921
0908
0907
0923
0913
0917
0914
0918
0902
0915
0916
0919
0920
RETAIN
18" RCP-III
RCP-IV
15"
EST. 20 SY GFD
EST. 10 TONS
CLASS 'B' RIP RAP PAD
ABANDON
AND
PLUG, FILL,
0928
SEE DETAIL 15/ SHEET 2D-1
EST. 40 SY GFD
EST. 20 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
18"
BLIND TBJB
EST. 38 SY GFD
EST. 17 TONS
CLASS I RIP RAP PAD
SEE DETAIL 5/SHEET 2D-1
EST. 10 CY DDE
EST. 40 SY GFD
EST. 20 TONS
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH
STD. 838.01
HW NCDOT
/SHEET 2D-1
SEE DETAIL 3
'V' DITCH
SPECIAL LATERAL
RCP-IV
15"
SEE DETAIL 5/SHEET 2D-1
EST. 30 SY GFD
EST. 15 TONS
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH
SEE DETAIL 17/SHEET 2D-1
EST 5 CY DDE
EST. 30 SY GFD
EST. 15 TONS
W/ CLASS 'B' RIP RAP
SPECIAL LATERAL 'V' DITCH
O
SEE DETAIL 15/ SHEET 2D-1
EST. 40 SY GFD
EST. 20 TONS
CLASS 'B' RIP RAP
TOE PROTECTION NC GRI DNAD 83/ NA 2011100' TAPER
100' TAPER
400' STORAGE+45+45+45+45+95+95450' STORAGE
23'11'
11'
11'
11'
5'
5'
12'
12'7580+55+5550'R
200'R
CR
CR
2'-6" C&G
1'-6" C&G
5.5'
12'12'
200' TAPER
1'-6" C&G
1'-6" C&G
1'-6" C&G
12'
2'-6" C&G
6.5'
6.5'
12
'+35
+35
+35300' STORAGE100' TAPER+
8
5 +85+
8
5
12'
16'
12'12'16'
1
2'12'16'12'4'
+10
+10
100' TAPER+85
15'
75'R
CR
12'
CR 4' PS2'-6" C&GSTORAGE450'
PI Sta 82+51.63
D
L = 505.84'
T = 256.73'
R = 1,200.00'
SE = 0.04
RO = 200'
6.5'
11'
11'
23'
11'
11'
6.5'0304020100010304010001020202150'R
+4050' INCEXIST 5'
8'
CR
GREU TL-3
18'
16
'12
'12
'12
'5.5'
-Y9- PC Sta. 10+30.22
SE = EXIST
RO = EXIST
EX
IST EXI
STEXIST
5'
-Y9- POC Sta. 10+85.00
BEGIN CONSTRUCTION
-Y9- POT Sta. 20+10.00
END CONSTRUCTION4' PS12
'12
'15
'12
'CR
PROPOSED WIDENING (BY OTHERS)
BROADSTONE TRAILSIDE DEVELOPMENT TRANSITION 100' LANE225' STORAGESTORAGE
150'
TAPER
100'STORAGE350'12
'16
'+85
+3524'DRPI Sta 11+67.16
D
L = 272.75'
T = 136.94'
R = 1,225.00'
-Y9- POT Sta. 20+26.89
-Y9- PT Sta. 13+02.97
-Y9-
-Y9- POT Sta. 15+98.19
-L- POT Sta. 78+33.61 =
-L- PC Sta. 79+94.90
(McCRIMMON PKWY)
SR 1635
-L- (CHURCH ST)SR 1637-Y9-(CHURCH ST)SR 1637-Y9--L-
F
F F F
C
F
F
C
C
C
C
F
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F
F
F
C
C
C
C
CC
C
C
C
F
F
BL-114
BL-115
P
P
15
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P
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P
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.96
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96" WIRESOIL/GRSR
16
3
5
MCCR
IMMON
PKWY
2
4' BST
N 21°01'03" E
56.98'
N 35°47'46" E
152.98'N 67°09'12" E74.94'
EX
IT
ING
R
/W IN
R
/W
0
.2
0' E
IP
EX
IST
ING
R
/W
PB 1992 PG 079
DB 5088 PG 333
PB 2014 PG 794
DB 16426 PG 2766
PB 2014 PG 794
DB 15700 PG 2001
PB 2014 PG 794
DB 16426 PG 2766
PB 1980 PG 754
DB 3243 PG 164
PP
SPIKE SET IN BASE OF 20" PINE
-L- STATION 84+91.46 79.09' RIGHT
BM#5 ELEV 363.44'
BM#5 CONC17'17' CONC1SFBUS48" C
H
L
4
8
" CHLPPP
P
W
/L
T
P
P
W
/L
T
P
PSOIL
60" CH
LBSTBST6
0
" CONC CONC1SBKBUSBST
CONC
N 61°38'52" E47.00'
N 18°15'26" E
104.23'
N 38°58'21" E
120.00'
N 15°05'15" E
42.15'
N 21°35'18" E
211.87'S
6
8
°
2
4'
0
2
" E1
7.
3
4'
N 21°35'18" E30.00'S
6
8
°
2
4'
4
2
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7.
3
4'
N 21°35'18" E
265.66'N
6
8
°
2
6'
4
2
" W2
5.
0
7'
S 21°35'58" W
30.00'N
6
8
°
2
4'
0
2
" W2
5.
0
7'N 21°35'18" E
141.49'N
6
8
°
2
6'
4
2
" W1
7
5.
2
8'
15" RCPN 01°10'13" E
548.22'S 31°32'51" E314.14'CH
L60"
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5
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PKWY
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9
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15" RCP30" RCP30" RCP15" RCP15"
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SR

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6
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PKWY

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16
4
5
0
PG
12
7
6
PERMANENT
UT
IL
ITY
EA
SEM
ENT
EASEMENTUTILITY & DRAINAGEPERMANENT
EX
IST
ING
R
/W
VAR
IE
S
DB
16450
PG
1276
EASEMENT
PERMANENT
DRA
INAGEN 28°06'23" W77.36'DB
16
4
5
0
P
G
12
7
6
E
AS
E
ME
NT
P
E
R
MANE
NT UTI
LI
T
YPERMANENT
UTILITY
EASEMENT
EX
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R
/W
VAR
IES
15
" RCP15" RCP15"
R
C
P42" RCPBEAZER EAST, INC
MARINER PROPERTIES, LLC
MARINER PROPERTIES, LLC
MARINER PROPERTIES, LLC
BEAZER EAST INC
PB 1993 PG 755
DB 5660 PG 54
CO. OF KINSTON
ADAMS CONCRETE PRODUCTS
PEGGY M. MEDLIN
PB 1992 PG 079 52.5'165'145'52.5' LT
+00.73
52.5' LT
+25
165' LT
+75
165' LT
+00
145' RT
+50
EX. R/W
+17
47
40
48
49
50
51
EX. R/W
+91.80
64.5' LT
+45 52.5' LT
+45
110' LT
+20
50' RT
+40.81
88' RT
+91.81
88' RT
+55
170' LT
98' LT
+66
82' LT
+70
79' LT
+73
181' RT
+72(L)
198' RT
+82(L)
EX. R/W
+16(L)
EX. R/W
+37(L)
EX. R/W
+13
EX. P/L
+05.59
68.03' RT
+14.96
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
MATCHLINE -L- STA 83+00 (SEE SHEET 9)MATCHLINE -L- STA 94+50 (SEE SHEET 11)SEE SHEET 18 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
MATCHLINE -Y10- STA 20+00 (SEE SHEET 11)SEE SHEET 22 FOR -Y10- PROFILE
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-3 FOR INTERSECTION DETAILS
10
RAILROAD RIGHT OF WAY (BY OTHERS)
PAVEMENT REMOVAL WITHIN IN
C20' +60SEE DETAIL 9/SHEET 2D-1
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 6/SHEET 2D-1
SPECIAL LATERAL BASE DITCH
SEE DETAIL 4/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
CB-F
CB-F
CB-G
CB-G
CB-G
CB-G
CB-GCB-G
CB-G
15" RCP-IV
18" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV
EST. 10 SY GFD
EST. 3 TONS
CLASS 'B' RIP RAP
EST. 10 SY GFD
EST. 3 TON
CLASS 'B' RIP RAP
RCP-IV
18"
EST. 7 SY GFD
EST. 2 TON
CLASS 'B' RIP RAP
REMOVE
RETA
IN
RETA
IN
SEE DETAIL 11/SHEET 2D-1
FALSE SUMP
15"
15" RCP-IV
RETAIN
RETAIN
RETAI
NREMOVE
REMOVE
36" RCP-V
15" RCP-IV
15" RCP-IV
SEE DETAIL 1/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH INTO EXISTING DITCH
TIE PROPOSED DITCH
EST. 30 SY GFD
EST. 15 TONS
CLASS I RIP RAP
18" CSP W/ ELBOWS
CB-G
CB-G
CB-G
1001
1002
1003
1004
1005
1008
1016
1006
1007
1009
1015
1013
1010
1014
1012
1019
1020
1011
15" RCP-IV
15" RCP-IV
SEE DETAIL 10/SHEET 2D-1
EST. 68 CY DDE
STANDARD BASE DITCH
SEE DETAIL 8/SHEET 2D-1
EST. 473 CY DDE
EST. 450 SY GFD
EST. 310 TON
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH SEE DETAIL 7/SHEET 2D-1
EST. 138 CY DDE
LATERAL 'V' DITCH
FROM U-5747 PROJECT
NO IMPACT TO FEATURE
NC GRID
NAD 83/ NA 2011
100' TAPER
450' STORAGE
+45+45+25+75+7523'
11'
11'
11'
11'
5'
5'
12'
11'
11'
11'
11'
5'
5'
12'
PI Sta 82+51.63
D
L = 505.84'
T = 256.73'
R = 1,200.00'8590-L- PT Sta. 85+00.73
SE = 0.04
RO = 200'
200'R
55'R
CR
2'-6" C&G
12'
1'-6" C&G
23'
2'-6" C&G
2'-6" C&G
1'-6" C&G
1'-6" C&G
14'14'
STORAGE
450'
5.5'R
5'R1'-6" C&G
20:1
20
:1
50:1
15
:1
04030204030201000102020302010001020350'R
+8450' INC
023
008EXIST0202
00
01
01
0203
04
0403020100010001020304+24IN
C20'
5'
8'
CR
GREU TL-3
CAT-1
CAT-1
15:1
15
:1
TYPE-III
TYPE-III
IA-MASH, TL-3
14'
14'
15'R
40'R
40'R
20'R
15'R
5'R
5'R
50'R 40'R
25'R
25'R
10'R
100' TAPER
I
NC
2
0' +25
2'-6" C&G +5750' INC
-Y10- STA 19+55.00
BEGIN PAVEMENT REMOVAL
END RESURFACING
-L- Sta. 94+45.77 (50.29' LT)
BEGIN RETAINING WALL
2
0'CAT-1
CAT-190-L-
R = 2,000.00'
T = 662.34'
L = 1,279.20'
D
PI Sta 94+19.80
-L- PC Sta. 87+57.46
15PI Sta 11+96.54
D
L = 277.89'
T = 155.27'
R = 250.00'
-Y10-
-Y10- PT Sta. 13+19.16
-Y10- PC Sta. 18+84.32
-Y10- PC Sta. 10+41.27
-Y10- PT St
a. 20+39.89-Y10- POT Sta. 10+00.00
-L- POT Sta. 85+82.24 =
SE = 0.03
RO = 150'-Y
1
0
-(McCRIMMON PKWY)SR 1635 -L-
PI Sta 19+62.11
D
L = 155.58'
R = 5,000.00'
SE = 0.04
RO = 80'
T = 77.79'734 750N, MP H 67+0105-NCRR- POT St
a. 17+00.83-Y10- POT St
a. 20+58.53 =C
C
C
C
C F F F F
F
C
F
F
C
CC
C
C
C
C
C
C
C
F
F
C
FFF
C
C
C
C
C
C
C
C
C
C
C
C
BLA-103
BL-116
BLA-103
PB 2012 PG 51DB 17062 PG 2793PB 1989 PG 1297DB 12497 PG 4DB 2596 PG 696
PB 2012 PG 51
DB 17062 PG 2793
PB 2012 PG 690
DB 7319 PG 387
PB 2012 PG 51
DB 15205 PG 363
DB 2596 PG 696
PB 1989 PG 1297
DB 12497 PG 4
BM#6
SPIKE SET IN BASE OF 15" PINE
-Y12- STATION 14+09.90 96.64' RIGHT
BM#6 ELEV 361.17'
BM#9
SPIKE SET IN BASE OF 8" PINE
-Y11- STATION 33+88.71 65.02' RIGHT
BM#9 ELEV 367.86'AREA U/C24" C&G24" C&GLTLTSOI
L/GRTELPPPP24" C&G
CONC
10' CONC10'
CONC18' GR15" RCP1.5 BK BUS
CONC
CONC
CANOPY
TANK CAPS
24" C&G10'
CONC72" WD72"
W
DS60" CONC1SBK BUSSRIPRAP
RI
PRAPGRS
7 GAS PUMPS
SI
GSI
G24" C&G
SOIL
SOIL
CONC
BST
BST30" C&G30" C&G
30" C&GEI
PN 87°46'01" W216.94'N 00°18'15" W66.10'N 14 °4 4 '4 7 " E
3 0 .3 9 '
S 59°49'20" W
51.35'EI
PEI
P8" PVC SSMHSSMHSSMH12" PVC12" PVC12" PVCNORFOLK SOUTHERN RAILROADEXISTING R/WEXISTING R/W60.00'NORTH CAROLINA RAILROADS 89°02'57" W46.31'S 32°18'36" E471.07'N 32°15'35" W425.02'TO R/W2.24' EI
PN 89°23'27" E58.05'
54" RCP
DIRECTION
S
HH
HH
HH
H
H
HHHHHHHHEOSEOS
Spirit Communications
Traffic ControlCont
r
olTr
a
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f
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LE OF MULCHPI
LE
24" RCP
7' CHL/3SBWGATEOF MULCHPI
LE MULCHMULCHMULCHMULCHMULCHMULCHMULCHCONC WALL5' CHL/3SBW5' CHL/3SBW1 S MTL BUSCONCSO
IL
WOODSWOODSWOODSHHWOODSHTRAREA U/C54" RCP
18" RCP24" RCP54" RCP(CUT ON TOP OF PIPE)DI(CUT ON TOP OF PIPE)DI(CUT ON TOP OF PIPE)DIDIDICONCAREA U/C1
5
" RCP
CBCBCBCBDIDI18" RCPPONDSSMHS
S
S
18" RCP
18" RCP
18" RCP15" RCP15" RCP
15" HDPE
18" RCP 18" RCP1
8
" RCP18" RCP15" RCPFES(BURIED)DIRECTIONFESFESDIRAPRIPRAPRIPNC 54/CHAPEL HILL RD ROADWAY VARIES BSTHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHCHHHHLPLPLPLPEOI
EOI
EOIEOIEOIEOIEOIEOILPSTO LOOPMTRBFPEOI16
'
'
,
DIP8
'
'
16 '', DIP
16
''
,
DI
P12 '', DIP
12 '', DIP
SVC
SVCSVC
50 PR288 STR432 STR144 STR432 STR864 STR50 PR24 STR2
4 STR24 STR
50 PR
200 PR864 STR144 STR432 STR432 STR50 PR50 PR288 STR6
'
'
96 STR
VALVE(2)OFFSETOLD METERTSCCROSSI
NG SI
GCROSSING SIGSR 1635 MCCRIMMON PKWY 16.7' BST
30" C&G
30" C&G30" C&G30" C&G 60" CONC30" C&GSR 1635 MCCRIMMON PKWY 36.7' BST
SR 1635 MCCRIMMON PKWY 24.3' BST WOODSWOODS24" C&G24" C&G24" C&G
POWER BOXDISONNECTED 1608.38'N 87°46'01" W905.29'S 89°49'23" E350.34'N 00°05'33" W299.81'S
S
S
CB18" RCP15" RCPTOP=359.90'
I
NV=344.95'
I
NV=343.81'
I
NV=343.95'
I
NV=344.40'
I
NV=345.26'
I
NV=345.28'60" RCP60" RCP60" RCP24" RCP
24" RCP
30" RCP
30" RCP
24"
R
CP
30" RCP
30" RCP
15" RCPSSSSSSSSSLPLPLPLPLPLPLPLP9
6"CHL
15" RCP
30" C&G
30" C&G
30" C&G
30" C&G3
0" C&G30" C&G3
0
" C&G
SR 1635 MCCRIMMON PKWY 25' BST
60" CONC SOI
LSR 1635 MCCRIMMON PKWY 37.8' BST 24" C
&
G RAPRI
PHW48" CONCHW48" CONC18" RCP
CB
CB
CB
CB
CB
CB
CB
CB
DI
DI
DI S96" CONC
WOODS
TOP=359.66'12" PVC8" PVC
8" PVC
CONC ISLAND
SIGNALRR X
SIGNALRR X
SIGNALRR X
POLESIGNAL
POLESIGNAL POLESIGNALPOLESIGNALCONC ISLAND
DI
5
4" RCP
(I
NLET NOT
F
OUND)DI
RECTI
ONCONC ISLAND
MONOLITHIC
CONC ISLANDMONOLITHIC
8" CURB
8" CURB
8" CURB
8" CURB
30" RCP
12 ", DIP
12 ", DIP
LPDI
8" CURB8" CURB
EXISTING R/W VARIES
EXISTING R/W VARIESS 89°04'31"
W57
5.49'
EXISTING R/W VARIES
EXISTING R/W VARIES
DB 16450 PG 1276EASEMENTPERMANENT DRAI
NAGEDB 16450 PG 1276
PERMANENT DRAINAGE EASEMENT
CONTROL BASIN
EXISTING EROSIONTOWN OF MORRISVILLEATM OF NC,
LLCPB 1993 PG 755
DB 5660 PG 54
BEAZER EAST INC
JOSEPH M. WILKERSON
TOWN OF MORRISVILLE
DUKE REALTY LTD PARTNERSHIP
PB 1999 PG 2333
PTM, LIMITED PARTNERSHIP
JOSEPH M. WILKERSON
ATM OF NC, LLC
MORRISVILLE
TOWN OF 56'58'EX. R/W
+42.87
86' LT
+65
56' LT
+25
EX. R/W
+17.10
58' RT
+14.54
EX. R/W
+54.90
59.25' RT
+70
59.25' RT
+33.05
EX. R/W
+91.76
86' LT
+61
81' LT
+16
64' LT
+29
77' LT
+75
83' RT
67' RT
+36
51
52
53
54
55
56
57
PUE
169' LT
+58.94
93' RT
+72
128' LT
+30
127' LT
103.37' LT
+63
143' LT
+40
EX. P/L
+00
EX. P/L
+92.7
65.06' RT
+48.72
EX. R/W
+84.00
57' LT
+32.67(Y11)
EX. R/W
+62
58' RT
+75.3(L)
EX. R/W
+57.3(L)
95' LT
87.25'LT
+86.35
95' LT
87.29' LT
+45.35
83.14' RT
+61.91
78.12' RT
+06.90
75' LT
+45
EX. R/W
+99(Y12)
80' LT
+99.76(Y12)
106' LT
+97
102' LT
87.38' LT
EX. R/W
+75.76
142' RT
+41.92(Y12)
133' RT
+60.89(Y12)
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 11
MATCHLINE -L- STA 108+00 (SEE SHEET 12)MATCHLINE -L- STA 94+50 (SEE SHEET 10)MATCHLINE -Y10- STA 20+00 (SEE SHEET 10)SEE SHEET 18 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 22 FOR -Y12- PROFILE
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-4 FOR INTERSECTION DETAILS
RAILROAD RIGHT OF WAY (BY OTHERS)
PAVEMENT REMOVAL WITHIN
SIDEWALK REMOVAL
CLOSURE DETAIL
SEE SHEET 2B-4 FOR RAILROAD CROSSING 1
15" RCP-IV
CB-G 1100
RETAI
NRETAIN
REMOVE18" RCP-III RETAINRETAIN
RETAIN DI RETAINRETAIN
RETAIN
RETAIN
W/ MH
RETAIN JB
RETAIN CB
RETAIN DI
REMOVE
RETAIN HW
TO JB W/ MH
CONVERT CB
REMOVE
REMOVE
RETAIN
REMOVE
RETAIN
18" RCP-IV
18" RCP-IV
CB-F
CB-F
CB-F
RETAIN CB
W/ MH
RETAIN JB
RETAIN DI
CB
RETAIN
18" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F
CB-F
CB-G
CB-G
CB-F
13 LF
REMOVE
RETAIN
REMOVE
CB-F
CB-F
CB-F
CB-F
CB-F
CB-F
15" RCP-IV
15" RCP-IV15" RCP-IV
15" RCP-IV15" RCP-IVCB-G
DI
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
18" RCP-IV
RETAIN
RETAIN DI
CB-F
CB-F
CB-F
15" RCP-IV
RETAIN JB
18"
24" RCP-III
RETAIN
RETAIN
RETAI
NCB-EREMOVE RETAIN
W/ ELBOWS
15" CSP
18" RCP-III
18" RCP-III
15"
60" RCP-V
RETAINRETAINRETAIN
GRADE AROUND SSMH
TO VERIFY INVERT
CONTRACTOR
RETA IN
REMOVERE
MOVE
RE MOVEREMOVERETAIN RETAINRETAIN
REMOVE 67 LF
JB W/MH
JB W/MH60" RCP-III
60" RCP-
III
60
" RCP
-V
60" RCP-V
60" RCP-V2GI-A
2GI-A
CONNECT TO 1135
60" RCP DOES NOT
42" RCP-IV
INSTALL JB W/ MH
REMOVE HW
JB W/MH
CONTRACTOR TO VERIFY INVERT
TIE 2GI-A TO EXIST 18" RCP
REMOVE EXIST DI
RETAI
NCB-E
CB-G
CB-G
REMOVE 24 LF
RCP-III
36"
CONVERT CB TO BLIND JB
15" RCP-IVSEE DETAIL 1 /SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
1142
1143
1149
1153
1148
1141
1139
1140
1159
1117
1107
1108
1105
1104
1103
1102
1101
1106
1130
1109
1110
1146
1116
1115
1114
1113
1111
1112
1120
1129
1128
1127
1131
1137
1123
1126
1125
1124
1118
1122
1144
1138
1147
1152
1135
1136
1121
1133
1132
1134
1145
1151
1157
1154
1155
1156
1158
1119
15" RCP-IV
15" CSP W/ ELBOWS
RETAIN
18" RCP-IV
CB-E
CB-E
CB-F
EST 6 SY GFD
EST 3 TONS
5' X 5' CLASS 'B' RIP RAP PAD
CB-F
REMOVE EXIST CB
SEE DETAIL 7/SHEET 2D-1
EST. 411 CY DDE
LATERAL 'V' DITCH
SEE DETAIL 8/SHEET 2D-1
EST. 630 CY DDE
EST. 400 SY GFD
EST. 200 TONS
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH
EST. 14 SY GFD
EST. 4 TON
CLASS 'B' RIP RAP
DETAIL 838.01
HW NCDOT
U-5747 PROJECT
WETLAND FROM
NO IMPACT TO
RETAIN
OO
FROM U-5747 PROJECT
NO IMPACT TO STREAM
FROM U-5747 PROJECT
NO IMPACT TO STREAMNC GRIDNAD 83/ NA 201123'
11'11'
11'
11'
5'
5'
200' STORAGE +70+90+40+40200' TAPER
+7040'R
75'R
30'R
30'R
CR
CR
CR
2'-6" C&G350' STORAGE
23'
+
7
0
410' STORAGE
+80
REPAT ENAL '521 TSIXE
+3
2
+
5
7
12'
14'
13'
12'
12'
8.75'
11.25'12'
12'14'
4'
12'
12'
12'
CR
12'
12'
14'
5.5'17.5'
12'14'
12'
12'
12'
2'-6" C&G
2'-6" C&G
15'
11'
11'
11'
11'
5'
5'
12'
12'1'-6" C&G1'-6" C&G2'-6" C&G
-L- Sta. 95+16.45
BEGIN BRIDGE
-L- Sta. 98+76.45
END BRIDGE
11'
11'
5'
11'
11'
5'
8'
2'-6" C&G
2'-6" C&G
8'R
20:1
20:1
20:120:1
50:1
03020302010001028.75'
11.25'
+
4
7
+
4
7
8.75'
12'
12'
12'
140'R
025 015
0
1
0
2
0
1
0
0
01
02
0
2 0101
02
0
100 0
1
02
+19
36' INC
EXI
S
TEXI
S
T50' INC
+875'
8'
CAT-1
GREU TL-3
15:1
15:1
TYPE-III
TYPE-III
TYPE-III
B-77B-77
B-77
B-77 IA-MASH, TL-3
-L- Sta. 102+00.04 (76.84' RT)
END RETAINING WALL
-Y10-
5'
8'
5'
8'
TRANSITION100' LANE
-Y10- POT Sta. 21+59.21
END CONSTRUCTION
0
0
5'
10
15
11.5'
11'
11'
5'
12'
12'
15'+40CR
CR
CR
12'8.75'8.75'12'12'12'11'
11'
CR
2'-6" C&G
2
'-6" C&G
1'-6" C&G
1'-6" C&G
CR CR
TRANSITION
200' LANE
-L- Sta. 99+82.07 (54.21' LT)
BEGIN RETAINING WALL
-L- Sta. 94+50.61 (47.29' RT)
END RETAINING WALL
SECURITY FENCE
EXISTING CELL TOWER
DO NOT IMPACT
TRACK ALIGNMENTS
NCRR POTENTIAL FUTURE
RELOCATED (BY OTHERS)
AND CABINET TO BE
RAILROAD SIGNAL TOWER
400' DUAL STORAGE
30
35
1
SHOP CURVED GUARDRAIL (R=28')
-L- Sta. 94+92.36
BEGIN APPROACH SLAB
-L- Sta. 99+00.54
END APPROACH SLAB
-L- Sta. 99+00.36
END APPROACH SLAB
-L- Sta. 94+92.54
BEGIN APPROACH SLAB
PROPOSED WIDENING (BY OTHERS)
NCDOT PROJECT U-5750

-Y7- POT Sta. 12+05.10 (U-5750)
-Y12- POT Sta. 11+95.89 =
BEGIN CONSTRUCTION
TIE TO U-5750
& TAPER100' STORAGE
+
7
0
100' TAPER
+7
0
SIDEWALK
TIE TO EXIST
SIDEWALK
TIE TO EXIST (CHAPEL HILL RD)NC 54-Y11-100105-L- PT Sta. 100+36.67
2015-Y12- PC Sta. 11+32.14
-Y12- PT Sta. 14+03.04
-Y10- PT Sta. 20+39.89
-Y12- POT Sta. 19+56.60
-L- POT Sta. 105+90.87 =95-Y12-
(McCRIMMON PKWY)
SR 1635
-L-
-Y12- PC Sta. 16+33.05
-Y12- PT Sta. 19+12.37
-Y11- POT Sta. 32+55.48
-L- POC Sta. 97+85.00 =
-NCRR- POT Sta. 10+00.00
-NCRR- PI Sta. 13+42.03
-NCRR- PI Sta. 13+92.53
-NCRR- POT Sta. 18+08.62
734 750N, MP H 67+0105
-NCRR- POT Sta. 17+00.83
-Y10- POT Sta. 20+58.53 =
MP H 66+4921
-NCRR- POT Sta. 12+36.69
-L- POC Sta. 96+35.00 =
-Y12- POT Sta. 9+90.79
-Y11- POT Sta. 37+21.72 =
-Y10- POT Sta. 22+07.58 =
PI Sta 94+19.80
D
L = 1,279.20'
T = 662.34'
R = 2,000.00'
-L-
PI Sta 19+62.11
D
L = 155.58'
R = 5,000.00'
PI Sta 12+68.47
D
L = 270.90'
T = 136.33'
R = 975.00'
D
R = 250.00'
-Y10-
-Y12-
SE = 0.03
RO = 150'
PI Sta 17+89.32
L = 279.32'
T = 156.27'
SE = 0.02
RO = 72'
T = 77.79'
SE = EXIST
RO = EXIST
FF
F
C
F
F
F
C
C
C
C
C
C
C
F
C
F
F
F
F
F
F
C C
C
C
F
F
F
F
F
F
F
F
BL-117
BL-118
BY23-23001
AZ11
PB 1989 PG 1297
DB 12497 PG 4
DB 2596 PG 696
DB 4523 PG 932
PB 2001 PG 1643
DB 16561 PG 203
PB 1996 PG 1487
DB 16561 PG 239
PB 1995 PG 1158
DB 16561 PG 228
DB 17005 PG 816
SPIKE SET IN BASE OF 14" OAK
-L- STATION 117+94.25 51.20' LEFT
BM#7 ELEV 360.94'
BM#7
3
0" C&G30" C&G3
0" C&G3 0 " C&G3 0" C&G3
0
" C&G30" C&G30" C&G30" C&G
30"
C
&
G
30" C&G30
" C&G
30" C&G
30
" C&G
30" C&G30" C&G
30" C&G3
0
" C&G
30" C&G3 0 " C&GCONC ISLE
16" CONC CURB16" CO
N
C CU
RBB
ST
BST
CONC60"C
ONC2
4"BST60" CONC60" CONC 60" CONC6 0" CONCLTLT
LT
S
VEGETAT
ION
18
" C&
G 18"
C
&
G
30" C&G
SR
1635
MCCR
IMMON
PKWY
25
' BST
SR 1635 MCCRI
MMON PKWY 38' BSTP E RIM E T E R P ARK DR 2 5 ' BS T
S 01°46'14" E204.93'N 04°35'42" E171.94'S
8
5°
1
0'
2
6" E1
1
4.
0
0'N 04°49'11" E10.00'S
8
5°
1
0'
2
8" E2
3
8.
9
8'N 04°49'05" E154.97'S
8
5°
1
0'
5
4" E2
7
5.
6
4'12" PVC12" PVC8" PVC 8" PVC8" P
VC30" RCP18" RCP18" RCP18" RCP
15" RCP15" RCPEXIS TIN G R/WEXIS TIN G R/WEXI
STI
NG R/WEXIS TIN G R/WEXIS TIN G R/W100.00'100.00'EXI
STI
NG R/WEX
IS
T
ING

R
/W
EX
IS
T
ING

R
/W
Cr own Cas t l e Fi ber 60" CONCP E RIM E T E R P ARK DR 2 5 ' BS T
30 " C&G3 0 " C&G30" C&G30" C &G
30" C &G
30" C &G
4" P
VC (SER
VICE)ASH PI
LECONC7' CHL/3SBWWOODSS 75°44'28" E
39.68'
100.00'LPCHHW
THH
HHHHE
OI EOIEOI
LPLPLPLPLPLPLPLPLPLPLPBOXJLT
WOODS30" C&GWOODS1
SMBUSS 03°54'22" E183.94'S 02°31'07" E234.83'N 87°46'01" W303.53'S 87°52'28" E474.13'100.00'S
S
30" RCP 18" RCP24" RCP 24" RCP15" RCP2 4" RCP15" RCPCBCBCBCBCBCBCBCBDIDI15" RCP15" RCP15" RCP15" RCP15" RCPDI 30" RCP30" RCP
36" RCP3
6"
R
C
P36" RCP36" RCP15" RCP
15
" RCP
15" RCP
1
5
" RCP 96"CHL96"CHL
96"CHL
96"CHLS
SSSSSSSSSSSSLPMTL GATESR 1635 MCCRI
MMON PKWY 26' BSTMONOLI
THI
C CONC I
SLANDPERIM ETER PARK DR 2 5 ' BSTPERIM ETER PARK DR 2 5 ' BSTMONOLI
THI
C CONC I
SLANDSR
1635
MCCR
IMMON
PKWY
25' BST
MONOL ITH IC CONC ISL AND18"
C
&
G
18" C&G
18" C&G
18" C&G
30" C&G
30" C&G
30" C&G
30" C&G
3
0" C&G30" C&G18" C&G
1
8" C&G18" C&G6
0" CONC6
0" CONC6 0 " CONCCB CB
DI
DI
96" CONC
96" CONC
WOODS
60" CONCHW48" CONCCONC
CONC ISLAND
CBCONC ISLANDMONOLITHIC
48 STR
4 ", PL
1
2
", DI
P12
", DI
P12 ", DIP
12
"
, DIP
12 ", DIP12 STR12 STR12
S
T
R48
S
T
R12 STR48 STR96 STR
96 ST R
48 STR9 6 S TR9 6 STR4
8
S
TR48 STR24 STR24 STR48 STR144 STR24 STR96 STR48 STR72 S T R
48 ST
R
7 2 S TR96
S
TR72 STR144 STR96 STR
4 ", P L4 ", PLEMPTY CONDUI
THHHHHHHHT
HHHHHHHHHHHHHHCHHHHHHHHLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPDB 16450 PG 1276EASEMENT
PERMANENT DRAINAGE
DB 16450 PG 1276EASEMENTPERMANENT DRAI
NAGEEASEMENTPERMANENT DRAI
NAGE1
0
8
1
0
9
1
0
4
1
0
3
1
0
2
1
0
518" C&G1
8" C&G3
0" C&G3
0" C&GCONC S/W3
0" C&GBSTLTLTLTCBLTLTLTCB15" RCP1
5" RCP15" RCP8983888218" C&G
30" C&G30" C&G30" C&G(VARIABLE WIDTH BST)
PERIMETER PARK DRIVE CONC S/W18" C &G
18" C&G30" C&GCB(SCHNEIDER ELECTRIC)1S BLK BUS
8081LTLTLTLTLTLTCBCBCBCB18" RCP18"
R
CP
18" RCP18" RCP30" RCP30" RCPPB 1999 PG 2333
DUKE REALTY LTD PARTNERSHIP
ATM OF NC, LLC
JOSEPH M. WILKERSON
RHONDA M. WILKERSON
JOSEPH M. WILKERSON
SRE 2450 PERIMETER PARK DR, LP
SRE 2600 PERIMETER PARK DR, LP
SRE 5151 MCCRIMMON PKWY, LP
HUMPHREYS DC ASSETS, LPSRE 2450 PERI
METER PARK DR, LP56'EX. R/W
+37.42
122' RT
+97(L)
67' LT
+98
EX. R/W
+16
75' LT
56' LT
+20
55
54
57
58
59
60
67' RT
+00
91.01' RT
+86.24
95.18' RT
+27.04
EX. R/W
56' RT
+55
56' RT
+46.79
88.56' LT
+79.05
55' RT
+75
EX. R/W
+15
EX. P/L
+51.16
EX. R/W
72' RT
+84(L)
EX. R/W
66' RT
+52(L)
EX. R/W
+10(L)
EX. R/W
+48(Y13)
EX. R/W
+72(Y13)
EX. R/W
+17(Y13)
EX. R/W
77' LT
+68(L)
64
65
EX. R/W
+94(Y13)
62' LT
+14.5(L)
117' LT
77.98' LT
+79.05
130' LT
83.53' LT
+20.00
EX. R/W
+00.73
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 12
MATCHLINE -L- STA 108+00 (SEE SHEET 11)SEE SHEET 19 FOR -L- PROFILE
4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 23 FOR -Y13- PROFILE
(BY OTHERS)
PROPOSED IMPROVEMENTS
SEE SHEET 2B-4 FOR INTERSECTION DETAILS
SIDEWALK REMOVALRETAINRETAIN
DI
CB-F
CB-G
CB-G RETAINOVER MH
DO NOT FILL
RETAIN
CB-F
RETAIN HW
RETAINRETAINCB-F
ADJUST CB
RETAIN RETAINRETAIN CB
REMOVERETAI
NRETAINRETAINRETAIN SYSTEM
RETAIN CB
RETAIN CB
DI
ADJUST
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 3/SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
15" RCP-IV
RETAINRETAI
NCB
REMOVE
15" RCP-IV
RETAINDI
ADJUST
CB-F
RETAINRETAI
NRETAI
NRE T AIN
18" RCP-IV
REMOVE
REMOVE
18" RCP-III
EXIST 36" RCP
COLLAR AND EXTEND
AND EXIST CB
REMOVE 3 LF
RETAIN
RETAIN
15" RCP-III
RETAIN
RETAI
NRETAIN SYSTEM
CONVERT CB TO DI
36" RCP
EXTEND EXIST
COLLAR AND
DI
1201
1202
1203
1204
1205
1206
1213
1212
1210
1211
1216
1218
1214
1221
1220
1222
1223
1225
1224
1226
1219
1215
1227
1207
1208
1209
RETAIN DI
18" RCP-III
TO DI
CONVERT CB
CONVERT CB TO DI
CONVERT CB TO DI
36" RCP-III
RETAIN CB
CB-F1230
1229
CB-G
15" RCP-IV
FOR GRAVEL DRIVEWAY
PROPOSED GRADING
RCP-IV
15"
EST 7 S.Y. GFD
EST 2 TONS
CLASS 'B' RIP RAP
372
371
373374
370
O
OO NC GRIDNAD 83/ NA 201111'
11'
5'
30'
11'
11'
5'115-L- PC Sta. 112+46.79 +6050'R
CR
2'-6" C&G
2'-6" C&G
200' TAPER
2'-6" C&G
1'-6" C&G
1'-6" C&G +5511'
11'
11'
5'2'-6" C&G 0201000102030402030415201 2 '11'
1
2'
1
2'
PI Sta 13+16.20
D
L = 626.66'
T = 316.20'
R = 1,900.00'
PI Sta 23+89.36
D
L = 342.21'
T = 171.57'
R = 1,900.00'
-Y13- PT Sta. 16+26.66
-Y13- PC Sta. 22+17.79
+6550' INC +55+55+05100
' TAPER
350' STORAGE+35+25+759
0' STORAGE1
5
0' TAPER4 0 0 ' STORAGE10 0 ' TAP E R5'
8'
1
3.
5'
1 2 '1 3 .5 '12'13.5'9'
1 8 '1 2 '1 0 '1 2 '1 3 '4 '1
8'
1 5 '8'
5'
+90
+90
+90
EXISTEXIST285' LANE TRANSITION
-Y13- POC Sta. 23+30.00
END CONSTRUCTION
-L- POT Sta. 121+75.00
END TIP PROJECT U-5747
-Y13- POT Sta. 16+30.00
BEGIN CONSTRUCTION
11'
5'
15'
8.25'
11'
11'+96.79350
' LANE
TRANS
IT
ION 11'11'4.5'11'11'4.5'8.25'8.25'5'
GREU TL-3
CAT-1
40'R 40'R
CR CR
8'
11'
11'+701
4'1
2'
CR
400' DUAL STORAGE
36' DR
SIDEWALK
TIE TO EXIST
CR
CR
CR
PI Sta 115+18.73
D
L = 532.40'
T = 271.94'
R = 1,060.00'110115-L-
-L- PT Sta. 117+79.19115(McCRIMMON PKWY)
SR 1635
-L-120-Y13-
(Mc
CRI
MMON PKWY)SR
1
6
3
5
-L-
SE = 0.04
RO = 200'
SE = EXIST
RO = EXIST
SE = EXIST
RO = EXIST
-Y13- POT Sta. 17+29.37
-L- POT Sta. 118+73.15 =PERI METER PARK DR-Y1 3 -
F F
C
C C
F F
F
F
F
F
AZ5
BY3-3002
BY5-5001 vv
15 " HDP E
18" RCP18" RCP18" RCP15 " RCP
15" RCP15" RCP15" RCP24" RCP 15" RCPP HHHCHHHHHHHHHHHHTown of Cary, 16 in, DIP
Town of Cary, 16 in, DIP
AT&T Corp., Duct Bank
16
in
, D
IP
Duc
t Bank
NCDOT
Charter Communication
Ch
a
rte
r Commun
ic
a
tion
PARKSI DE VALLEY DR 2 2' BST30" C&G30" C&G30" C&G18" C&G18" C&G30" C&G15' BST15' BSTVEGETATIONS 03°21'03" E
124.07'N 86°38'34" E27.54'N 03°21'26" W
316.68'
N 03°21'30" W
491.01'S 86°19'43" E390.05'S 79°11'44" E468.72'N 55°50'34" W54.76'S 88°06'32" E266.45'N 83°43'59" W78.17'N 81°43'03" E174.71'S 88°25'28" E72.17'N 79°26'14" W99.47'N 84°42'53" E52.29'N 02°13'51" W
142.88'
N 03°46'03" W
136.92'
N 08°38'16" W
109.51'S 11°28'39" E
34.20'
N 53°13'36" W23.50'
N 05°11'01" W
217.82'IN R/W2.57' EIPIN R/W2.33' EIPS 88°06'29" E419.76'N 86°49'53" E17.23'S 86°14'54" E95.61'30" C&G
MONOLITHIC CONC ISLANDBST
N
01°53
'28"
E
259
.64
'N
01°53
'28" E
195
.54
'N
01°47
'32" E
171.58
'N
01°47
'32" E
29
.05
'NC 1613/ DAVIS DR 52
' BST
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
NC 1613/ DAVIS DR 35' BST
NC 1613/ DAVIS DR 52' BST
MONOL
ITH
IC
CONC
ISLAND NC 1613/ DAVIS DR 35
' BST
MON IN R/W2.38' R/W
IN R/W2.68' EIP
PB 1999 PG 150
DB 11014 PG 1176
PB 2004 PG 1696
DB 15639 PG 2477
PB 2004 PG 1696
DB 16195 PG 219
PB 2004 PG 1696
DB 12750 PG 1049
DB 15001 PG 1418
PB 2013 PG 1644
DB 15074 PG 786
PB 2004 PG 1696
DB 11038 PG 1720
PB 2004 PG 1696
DB 12355 PG 538
PB 2010 PG 908
DB 14376 PG 2243
C
O
N
C
ISL
A
N
D
M
O
N
O
L
IT
H
IC
CON
C
IS
LAND
M
ONO
L
ITH
IC
NCDO
T
AT&T Corp.
4
8
" BK WALL5' CONC24' C&G24' C&G18' C&G18' C&G10' CONC
48" BK WALL8' CONCMONOLI
THI
C CONC I
SLAND2
4" C&G24" C&GVALVERELEASEBSTLP
HHHHCHHHHHHSEMAT&T Cor
p., Duct BankTown of Car
y, Recl
ai
med
W
at
er16 i
n, PVC12 in, DITown of Cary10 i
n, UnkP S NC
& MaterialUnk S ize
AT&T Corp.Duke EnergyControlTrafficDuke Energy1
5" RCP36" RCP24" RCP36" RCP18"
R
C
P2
4" HDP
E18" RCP24" RCP
15" RCPRIGHT OF WAY VARIESPARKSIDE VALLEY DR 15' BST 24" BK PLANTERWALL W/SIGN48" BKS30" C&GHHTr
af
fi
c Cont
r
ol
HH15"
R
C
PEND30" RCP30" RCPS
PSNC, 6 in, Steel
6
in
, S
te
e
lM
TLM
T
L
R
A
IL
C
O
N
C S/
W
M
T
L
R
A
IL4'
C
H
L24" RCP
24" RCP24" RCP
Town of Cary6 in, DI24" RCPDuke EnergyCharter Communication30" RCP SMON
R
/W

MON
R
/W

MON
R
/W
EXISTING R/WN 01°52'49" E158.48'18
" RC
P
S
S
15" RCP
LP
LP
DB 8307 PG 1310
WALL W/SIGN
48" BK
of CaryTownEM
BM#16
SPIKE SET IN BASE OF 9" PINE
-Y2- STATION 14+56.65 98.24' RIGHT
BM#16 ELEV 366.98'
EIP
TO R/W
0.71' EIP
TO R/W
0.31' EIP
EIP
PLANTER
24" BK
SKY DRSUMMERSKY DRSUMMER1
6
in
,
D
IP
A
b
o
n
d
o
n
ed
16 in, DIPAbondonedWACHOVIA BANK, NATIONAL ASSOCIATIONWMCi RALEIGH II, LLC
SUARNIAN, LLC
WENDY'S PROPERTIES, LLC
CIRCLE K STORES INC
REDUS TWIN LAKES, LLC
BRANCH BANKING AND TRUST COMPANY
WFC MCCRIMMON I LLC
H&B STEPHENSON FAMILY LLC
PARKSIDE DEVELOPMENT, LLP
NATIONAL ASSOCIATION
WACHOVIA BANK,
16
115' LT+65(Y2)EX. R/W
+91(Y2)
EX. R/W
94' LT
+40
87.83' LT
105' LT
125' LT
+26(Y2)
98.20' LT
110' LT
125' LT
+48(Y2)
EX. R/W
+14
92' LT
+20
92' LT
+10
EX. R/W
+30
94' LT
+13
EX. R/W
+90
26
61
EX. R/W
+05(Y2)
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747
MATCHLINE -Y2- STA 26+50 (SEE SHEET 5)4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 19 FOR -Y2- PROFILE
SEE SHEET 23 FOR -CL1- PROFILE
SEE SHEET 2B-1 FOR INTERSECTION DETAILS
13
DI
CB-F
CB-F
CB-F
2GI
DI
DI
CB-F
DI
DI
CB-F
DI
EXIST. HW
RETAIN
RETAIN
RETAIN
18" RCP-IV
18" RCP-IV
24" RCP-IV
24" RCP-IV
18" RCP-IV
24" RCP-IV
18" RCP-IVCB-F
18" RCP-IV
18" RCP-IV
18" RCP-IV
RETAIN
15" RCP-IV
DIRETA
I
N
CB-F
2GIRETAINRETAINR
E
T
A
IN
RETAI
NR
EM
O
V
E
REMOVE
RETAIN
RETAIN RETAI
NPLUG, FILL, AND ABANDON
PLUG, FILL, AND ABANDON
REMOVE
REMOVE
REMOVE
RETAIN18" RCP-IV
18" RCP-IV
R
E
T
A
IN 24" R
C
P
-IVR
E
T
A
IN
RETAI
N15" R
C
P
-IV
RETAIN
15" RCP-IV
15" RCP-IV
18" RCP-IV
CB-G
CB-F
1301
1302
1305
1303
1306
1310
1312
1314
1307
1331
1332
1309
1308
1316
1317
1318
1328
1319
1320
1326
1325
1329
1322
1324
1330
1323
1313
1304
OVER EXIST 2GI
DO NOT FILL
CB-F
1321
SEE DETAIL 15/SHEET 2D-1
EST 85 SY
EST 40 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
SEE DETAIL 15/SHEET 2D-1
EST 70 SY
EST 30 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
15" RCP-IV
EST 10 SY GFD
EST 3 TONS
CLASS 'B' RIP RAP
RETAIN
1327CB-F
DI
1311DI
15" RCP-IV
DI1315
15" RCP-IV
SEE DETAIL 16 / SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
NC GRID
NAD 83/ NA 2011
GUARDRAIL
REMOVE EXIST
12.5
12'
12'
12'+5015'
200' LANE TRANSITION
300' TAPER
350' STORAGE
+00+7515'
12'
12'
12'
12.5 12'
4.75'
2'-9" C&G
2'-6" C&G
12'
12'
12'
9'
12'
12'
12'
9'
6'
4.75'02+7503+000303-Y2- POT Sta. 12+20.00
BEGIN CONSTRUCTION
04049
'EXISTEXIST12
'12
'12
'100
' TAPER+001'-6
" C&G
2'-6
" C&G
1'-6
" C&G
50'R 50'R
12'
12'
12'
18'
12'
12'
12'
8'+15200' T
A
P
E
R+1560'R
CR
CAT-19'8.5'12'12'12'8'
140'R
G
R
EU TL-312'12'12'5.5'12'2'-6" C&
G15'12'12'5.5'12'2'-6" C&G+05100' LA
N
E TRA
N
SITI
O
N
+0560'R
CR39'+20CR44.5'+40275' STO
RA
G
E+0040'R
30'R
85'R 50'R
CR
CR
300' LANE TRANSITION03+5403+542'-6" C&G
8'
1'-6" C&G
300'R
(DAVIS DR)
SR 1613
-Y2-
-SBX- PC Sta. 10+00.00
-Y2- Sta. 24+25.00 4.25' LT=25-Y2- PCC Sta. 21+53.72
-SBX- PT Sta. 10+83.78
-SBX- PC Sta. 11+62.96
-SBX- PT Sta. 12+19.5810PI Sta 15+84.81
D
L = 1,153.72'
T = 584.81'
R = 2,860.00'1520SE = EXIST
RO = EXIST
-Y2--SBX-
PI Sta 24+65.11
D
L = 617.82'
T = 311.39'
R = 2,000.00'
SE = 0.03
RO = 162'
-CL1-
D
L = 21.55'
T = 10.78'
R = 221.00'
PI Sta 11+98.39PI Sta 10+42.67
D
L = 83.78'
T = 42.67'
R = 180.00'
PI Sta 11+91.46
D
L = 56.61'
T = 28.50'
R = 200.00'FFFFFF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
AZ-4
BY3-3001
BY4-4001
HH8" PVC8" PVC15" RCP 15" RCP18" RCP
15" RCP
36" RCP36" RCP15" RCP
24" RCP
15" HDPE15"
R
C
PHHHHCHHCCCHHCHHTTTT16 i
n, DI
16 in, DI
6 i
n, St
eel
6 in, Steel
Spir
it
Commun
icat
ions
AT&T
Corp
.
AT&T Corp.
AT&T
Co
rp
.U
n
k
S
iz
e
Un
k
S
iz
e
Town of Car
yPSN
C8 in, DI2 in, PlasticM
O
N
O
L
IT
H
IC
C
O
N
C ISL
A
N
DCHESSRIDGE WAY 27' BSTLATTNER CT 26' BST30" C&G
3
0
" C&G30" C&G30" C&GBST
3
0
" C&GCONCCONCCONCCONC18" C&G
18" C&G
18" C&G
18
" C&
GEIPS 10°46'01" E191.40'S 01°46'19" W55.09'S 00°11'37" W169.62'N 89°48'23" W131.05'S 87°05'58" E162.31'N 84°19'14" E87.23'N 72°31'24" E71.34'N 72°31'24" E68.15'S 00°26'28" W99.90'N 00°09'02" E423.79'N 60°34'10" E78.53'N 60°34'10" E56.12'N 78°33'09" E35.14'9.43'N 89°44'45" E80.00'7.97'S
0
0°
15'
15" E10
4.
3
9'
N 13°20'12" W
117.02'N 09°02'37" E132.29'N
18
°0
4'17
" W
10
9
.12'N 00°48'21" E483.82'EXISTING R/W
EXISTING R/W
E
X
ISTIN
G
R
/
W
N 90°00'00" W471.71'S 88°11'00" EMONR/WS 75°54'01" W214.12'S 10°43'47" E157.70'
E
X
ITIN
G
R
/
W
NC
1613
/ DAV
IS
DR
45' BST
R
IGHT
OF
WAY
VAR
IES
NC
1613
/ DAV
IS
DR
37' BST
R
IGHT
OF
WAY
VAR
IESS 88°13'10" E269.55'S 8 8 °13 '10 " E19 .0 3 'N 65°10'00" E77.56'S 10°26'51" E116.64'
S
20
°25
'47" E
117
.58'
EXITING R/WIN R/W0.27'EIPN 60°36'46" E65.44'N 51°34'16" E127.34'S
AREALANDS CAP EAREA
LANDSCAPE
RIP RAP
AREA
LANDSCAPE
S
MON
R/W
MON
R/W
S
MON
R/W
MON
R/W
MON
R/W
EIPEIPMON
R/W EIP
MON IN R/W
0.88'R/W
AREA
LANDSCAPE
BK WALL
36"
AREA
LANDSCAPE
MON
R/WPB 2007 PG 2745DB 14909 PG 2096PB 2007 PG 2745
DB 15061 PG 1304
DB 15442 PG 1472
PB 1999 PG 1131
DB 8339 PG 1361
PB 2012 PG 045
DB 16168 PG 2248
PB 2014 PG 147
DB 15318 PG 1563
PB 2007 PG 2746
DB 12905 PG 1412
PB 2007 PG 2745
DB 14548 PG 1171
PB 2007 PG 2745
DB 15988 PG 1862
PB 2007 PG 2745
DB 15018 PG 431
PB 2010 PG 950
DB 15038 PG 2340
PB 2010 PG 950
DB 15037 PG 1959
PB 2007 PG 2745
DB 13773 PG 1638
PB 2007 PG 2745
DB 15061 PG 1304
PB 2007 PG 2745
DB 14909 PG 2096
SSMH
SSMH
RIGHT OF WAY VARIES
NC 1613/DAVIS DR 34' BST
RIGHT OF WAY VARIES
NC 1613/DAVIS DR 34' BST
15" RCP GRASS
GRASS
RIP RAP
GTS
LT
LT
LT
S
S
S
S
S
BM#15
SPIKE SET IN BASE OF 18" OAK
-Y2- STATION 47+54.05 (Ext. 107.25') 108.18' RIGHT
BM#15 ELEV 388.86'352.89'EXISTING R/W
DB 15442 PG 1472URSULA POLO
PAUL POLO
KAT PARTNERS, LLC
API-MORRISVILLE, LLC
APOLLO USA, LLC
CHESSINGTON COMMUNITY ASSOCIATION, INC.
FAHIMA RAHIMI
MADHURI MADDUKURI
RAGHURAM MANNE
GOPI V. SATYA
SUSHMA PRASAD
PRASAD KOTESHWARA
HUAJUN CHOU
QINGFENG DUAN
DIPTI GULATI
JILL R. ENGEL
SAMUEL L. ENGEL
URSULA POLO
PAUL POLO
SUVIDHA KOVURI
MAHESH MANSANIPALLI
DAVIS RECREATIONAL FACILITIES, LLC
KAT PARTNERS, LLC62
20
63
14
100'(RT)
+00
100'(RT)
+90
EX. R/W
+43
EX. R/W
+44.59
DB 15442 PG 1472KAT PARTNERS, LLC101' LT
87' LT
+20
102' LT
88' LT
+41
EX R/W
+49.52
EX R/W
113' LT
+14
EX R/W
113' LT
+93
63B
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
C 2021
ROADWAY DESIGN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 5/14/994/6/2021421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601. NC LICENSE #F-0102
U-5747 14
MATCHLINE -Y2- STA 36+50 (SEE SHEET 5)4" CONCRETE SIDEWALK
5" MONO. CONC. ISLAND
SEE SHEET 20 FOR -Y2- PROFILE
SEE SHEET 2B-1 FOR INTERSECTION DETAILS
CB-G
DI
CB-G
DI
DI
CB-G
CB-F
RETAIN
CB-G
CB-G
CB-E
CB-E
24" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV
RETAIN
36" RCP-III
15" RCP-IV
CB-E
COLLAR
CB-G
CB-G
18"
SEE DETAIL 14/SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 4/SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCHREMOVE
24" RCP-IV
RETAIN
RETAIN
PLUG, FILL, AND ABANDON
15" RCP-IV
24" RCP-IV
15" RCP-IV
SEE DETAIL 14/SEE SHEET 2D-1
SPECIAL LATERAL 'V' DITCH
RETAIN RETAIN
RETAIN
REMOVE
15" RCP-IV
RETAIN HW
EST. 30 SY GFD
EST. 15 TON
CLASS I RIP RAP
1406
1409
1416
1413
1421
14141412
1417
1418
1419
1420
1411
1410
1415
1404
1408
1405
1402
1403
1401
DI
18" RCP-IV
1422
AND TIE TO EXIST 15" RCP
REPLACE WITH CB-G
REMOVE EXIST CB
RCP-IV
18"
DI
0554DITIE TO EXIST DITCH
CB-G
1407
15" RCP-IVRCP-IV18" RCP-IV
15" RETAINRCP-IV
18"
RCP-IV
18"
AND ABANDON
PLUG, FILL, NC GRI
DNAD
8
3/ NA
2
0
1
1
-Y2- POC Sta. 45+95.00
END CONSTRUCTION
EXISTEXIST14'
12'
12'EXIST0318'
12'
14'EXIST0212'
5'+2512
'12
'12
'18.5
'15
'12
'
12
'
12
'
4.75
'
12'
12'
4.75
'12
'
12
'
12
'
12'
12'
12'
12'
6'
12'+75475' LANE TRANSITION
+5035'R35'R
54' INC
+96020201010000010102020303+50+50300' LANE TRANSITION
200' TAPER
+50+25+42TRANSITION
475
' LANE
15'
12'
12'
15'
225' DUAL STORAGE
GREU TL-3
CAT-1
13.5'
13.5'
16' DR
-Y2- POC Sta. 43+05
END RESURFACING
TIE TO EXIST SIDEWALK
SIDEWALK
TIE TO EXIST
SIDEWALK
EXIST
TIE TO
PI Sta 44+22.84
D
L = 426.24'
T = 214.56'
R = 1,500.00'404510PI Sta 10+32.74
D
L = 64.91'
T = 32.74'
R = 200.00'
-Y2-
PI Sta 37+82.34
D
L = 393.32'
T = 197.30'
R = 2,000.00'
SE = 0.03
RO = 162'
-Y14-
PI Sta 12+21.95
D
-NBX-
L = 125.03'
T = 62.82'
R = 521.64'
-NBX- PT Sta. 10+64.91
-NBX- PC Sta. 10+00.00
-Y2- Sta. 37+45.00 1.75' LT=
-Y2- PT Sta. 39+78.36
-Y14- POT Sta. 10+00.00
-Y2- POT Sta. 39+72.11 =
-Y2- PC Sta. 42+08.28
-Y2- PT Sta. 46+34.51
-Y2- POT Sta. 47+54.05
-Y14- PC Sta. 11+59.14
-Y14- PT Sta. 12+84.17
DAVIS DR
SR 1613
-Y2-
SE = EXIST
RO = EXIST
C
F
C
F
C C
F
F
F
F
F
C
F
F
C
C
F
8/23/99PROJ. REFERENCE NO.SHEET NO.3/5/2021U-5747
CROSS SECTION INDEX
SR 1635 (McCRIMMON PKWY) GRADE SEPARATION
U-5747
-Y13- PERIMETER PARK DR
-Y12-
-Y10-
-Y9- SR 1637 (CHURCH ST)
-Y6- LIBERTY ROSE DR
-Y3- HEBRON DR
-Y2- SR 1613 (DAVIS DR)
-L- SR 1635 (McCRIMMON PKWY)
X-0
X-71 THRU X-72
X-67 THRU X-70
X-64 THRU X-66
X-60 THRU X-63
X-57 THRU X-59
X-56
X-45 THRU X-55
X-1 THRU X-44
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
10+00.00
365 365
370 370
375 375
10+35.00
365 365
370 370
375 375
10+50.00
365 365
370 370
11+00.00
365 365
370 370
375 375
11+50.00
365 365
370 370
375 375
12+00.00
365 365
370 370
375 375
12+50.00
365 365
370 370
375 375
380
13+00.00
X-1
-L- SR 1635 (McCRIMMON PKWY)371.11371.100.0470.043
0.0370.038
371.080.018 0.018
371.190.0300.010
371.500.0300.0004:1
4
:1370.60371.81371.780.0300.0104:1
4:1370.99372.61371.99TURNOUT
DRIVEWAY
16%10%2%
10%
0.030 371.210.020
372.123:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
13+50.00
365 365
370 370
375 375
380 380
14+00.00
365 365
370 370
375 375
380 380
14+50.00
370 370
375 375
380 380
15+00.00
370 370
375 375
380 380
15+50.00
370 370
375 375
380 380
16+00.00
X-2
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.0304:1
371.44373.86372.263:1
0.030
0.030
371.67374.10372.453:13:1 372.970.030
0.030
371.97374.40373.30373.592:13:1 373.400.022
0.022
372.76374.52373.75373.954
:1
3:1373.750.0200.012
4
:14:1373.44374.73374.35374.45374.400.0200.0024:1
374.20375.08375.11375.113:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
16+50.00
370 370
375 375
380 380
17+00.00
370 370
375 375
380 380
385 385
17+20.00
370 370
375 375
380 380
385 385
17+50.00
375 375
380 380
385 385
18+00.00
375 375
380 380
385 385
18+50.00
375 375
380 380
385 385
19+00.00
X-3
-L- SR 1635 (McCRIMMON PKWY)375.200.0200.0084:1
375.11375.59376.02375.912:1
0.0200.0184:1
4
:1376.17376.24376.192%3%4%
0.0204:1 376.640.020
376.68BLUFTON DR
-Y1A-
BLUFTON DR
-Y1A-
SHOPPING CENTER
-Y1-
2%2%2%3%5%
0.020 0.020
377.510.0200.0204:1 4
:1378.72378.72378.930.0200.0204:1 380.18380.18380.623:1
0.0200.020 381.75381.754:1
382.183:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
19+50.00
380 380
385 385
390 390
20+00.00
380 380
385 385
390 390
20+50.00
380 380
385 385
390 390
21+00.00
380 380
385 385
390 390
395 395
21+50.00
385 385
390 390
395 395
22+00.00
X-4
-L- SR 1635 (McCRIMMON PKWY)
0.0200.020 383.35383.354:14:1
383.64384.820.0200.0204:1 4:1384.88384.88385.910.0200.0204:1
4
:1386.26386.26386.800.0200.0204:1 4:1387.50387.50387.710.0200.0204:1 4:1388.55388.60388.480.0200.0204:1 4:1389.39389.56
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
385 385
390 390
395 395
22+50.00
385 385
390 390
395 395
23+00.00
385 385
390 390
395 395
23+50.00
385 385
390 390
395 395
24+00.00
385 385
390 390
395 395
24+50.00
385 385
390 390
395 395
25+00.00
X-5
-L- SR 1635 (McCRIMMON PKWY)388.920.0200.020
4:1390.078%2%
TURNOUT
DRIVEWAY 389.350.0200.0204:1
4:1390.60390.84389.880.0200.0204:1
4:1390.90391.143:1
387.50390.490.0200.0202:1
4:1390.97391.21387.00
3:1390.600.0200.0204:1
4
:1390.82391.06386.50
3:1390.560.0100.0104:1
4:1390.87391.09
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
385 385
390 390
395 395
25+50.47
380 380
385 385
390 390
27+06.47
380 380
385 385
390 390
27+50.00
375 375
380 380
385 385
390 390
28+00.00
375 375
380 380
385 385
390 390
28+50.00
375 375
380 380
385 385
29+00.00
X-6
-L- SR 1635 (McCRIMMON PKWY)390.35-Y2--Y2-
0.0000.000 385.29-Y2--Y2-
0.000 0.000384.17-Y2-
0.0050.005 4:1386.00381.870.0150.015
2:1 4:1384.40382.81379.670.0200.020
2:1 4:1382.78380.78378.340.0200.020
2:1
4
:1381.21379.21
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
29+50.00
370 370
375 375
380 380
385 385
30+00.00
370 370
375 375
380 380
385 385
30+50.00
365 365
370 370
375 375
380 380
385 385
31+00.00
365 365
370 370
375 375
380 380
385 385
31+50.00
365 365
370 370
375 375
380 380
32+00.00
X-7
-L- SR 1635 (McCRIMMON PKWY)376.070.0200.0204:1 4:1379.86377.86374.582%8%
15%378.780.0200.0204:1 376.763:1375.00 373.940.0210.0214:1
4
:1377.90375.84374.503:1372.940.031
0.0314:1 4:1377.70374.64374.003:1371.380.040
0.040
4:1
4
:1377.67373.87373.503:1370.540.040
0.0404:1
4:1377.45373.99376.34375.85373.003:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
32+50.00
365 365
370 370
375 375
380 380
385 385
33+00.00
370 370
375 375
380 380
385 385
33+50.00
370 370
375 375
380 380
385 385
34+00.00
370 370
375 375
380 380
385 385
34+50.00
X-8
-L- SR 1635 (McCRIMMON PKWY)370.380.040
0.0404:1
4:1377.46374.14376.35375.69371.86-Y3-
0.040
0.040
4:1377.69376.58375.76-Y3-
0.040 377.91376.81375.950.040
373.584
:10.040
0.0404:1 377.98374.74376.87376.01375.254:1
0.040
0.0404:1 377.88374.65376.68375.92375.534
:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
35+00.00
370 370
375 375
380 380
385 385
35+50.00
370 370
375 375
380 380
385 385
36+00.00
370 370
375 375
380 380
385 385
36+50.00
370 370
375 375
380 380
385 385
37+00.00
370 370
375 375
380 380
385
37+50.00
X-9
-L- SR 1635 (McCRIMMON PKWY)
0.040
0.0404:1 4:1377.80374.57376.34375.84375.510.040
0.0404:1 4:1377.82374.59376.24375.86375.830.040
0.0404:1 2:1377.94374.71376.36375.98375.800.040
0.0404:1 2:1378.09374.86376.51376.13376.010.040
0.0404:1 2:1378.25375.02376.67376.29376.350.036
0.0364:1 2:1378.35375.40376.91376.57376.53
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
38+00.00
370 370
375 375
380 380
385 385
38+50.00
370 370
375 375
380 380
385 385
39+00.00
370 370
375 375
380 380
385 385
39+30.00
375 375
380 380
385 385
39+50.00
375 375
380 380
385 385
39+65.00
375 375
380 380
385 385
40+00.00
X-10
-L- SR 1635 (McCRIMMON PKWY)
0.026
0.026
4
:1378.29376.15376.834:1
0.0160.0204:1 4:1378.33376.77377.280.0060.0204:1 4:1378.49377.19377.86LAKE GROVE BLVD
-Y4-
LAKE GROVE BLVD
-Y4-
8%
2%2%
4%
0.020 0.000
378.200.0040.0204:1 4:1378.63377.87378.49LAKE GROVE BLVD
-Y4-
LAKE GROVE BLVD
-Y4-
2%2%
4%5%0.020 0.007
378.660.0140.0204:1 4:1378.65378.51379.09
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
40+50.00
375 375
380 380
385 385
41+00.00
375 375
380 380
385 385
41+50.00
375 375
380 380
385 385
42+00.00
375 375
380 380
385 385
42+50.00
375 375
380 380
385 385
390 390
43+00.00
375 375
380 380
385 385
390 390
43+50.00
X-11
-L- SR 1635 (McCRIMMON PKWY)
0.0200.0204:1 378.93379.024
:1379.412:1
378.83
0.0200.0124:1
4:1379.40379.74379.702:1
378.58
0.0200.0024:1
379.72380.46380.39380.61380.112:1378.34 4:1
0.0200.0084:1
380.04381.18380.71380.92380.882:
1
378.09
4
:10.0200.0184:1
380.35381.91381.11381.29381.482:1
378.52
4
:10.028
0.0284:1
380.33382.63381.54381.81381.622:
1
379.33
4:1
0.030
0.0304:1
380.55382.98381.89382.17381.432:1
380.14
4:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
390 390
44+00.00
375 375
380 380
385 385
390 390
44+50.00
375 375
380 380
385 385
390 390
45+00.00
375 375
380 380
385 385
390 390
45+30.00
375 375
380 380
385 385
390 390
395 395
45+50.00
375 375
380 380
385 385
390 390
45+60.00
X-12
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.0304:1
380.65383.08381.99382.27381.522:1
380.94
4:1
0.030
0.0304:1
4:1380.56382.99381.89382.17381.462:
1
381.75
0.030
0.0304:1 4:1
380.30382.73381.63381.91381.25WINTER WALK CIRCLE
-Y5-
5%2%
0.030 4:1
380.130.030
381.06WINTER WALK CIRCLE
-Y5-
0.030
0.0304:1 4:1
380.02382.87380.882%
6%
WINTER WALK CIRCLE
-Y5-
0.030 4:1
379.97380.810.030
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
46+00.00
375 375
380 380
385 385
46+50.00
375 375
380 380
385 385
47+00.00
370 370
375 375
380 380
385 385
47+50.00
370 370
375 375
380 380
385 385
48+00.00
370 370
375 375
380 380
48+50.00
X-13
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.0304:1
379.70382.13380.88381.324:1
380.660.030
0.0304:1
379.16381.59380.13380.774:1
380.032%2%
DRIVEWAY
TURNOUT
0.0304:1 380.79379.41379.980.030
379.442%10%16%
10%
TURNOUT
DRIVEWAY
0.030 4:1377.32378.55378.940.030
377.870.030
0.0302:1
376.04378.47377.37377.654:1376.510.0210.0212:1 374.93376.60375.87376.064:1
374.86
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
49+00.00
365 365
370 370
375 375
380 380
49+50.00
365 365
370 370
375 375
50+00.00
365 365
370 370
375 375
50+50.00
360 360
365 365
370 370
375 375
51+00.00
360 360
365 365
370 370
51+50.00
360 360
365 365
370
52+00.00
X-14
-L- SR 1635 (McCRIMMON PKWY)
TURNOUT
DRIVEWAY
TURNOUT
DRIVEWAY
2%4%10%2%
10%6%374.36374.450.011 0.020
373.160.0200.0014:1 4:1
371.94372.77372.85372.83371.550.0200.0094:1
4:1370.43370.86371.34371.22370.160.0200.0194:1
4:1369.02369.05369.94369.70368.683:1368.63
0.0200.0204:1
4
:1367.87367.87368.78368.54367.453:1366.75
0.0200.0204:1
4:1366.97366.97366.683:1365.83
0.0200.015
4
:1366.334:1
366.073:1365.13 366.51
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
52+50.00
365 365
370 370
375 375
52+75.00
360 360
365 365
370 370
375 375
53+00.00
360 360
365 365
370 370
53+50.00
360 360
365 365
54+00.00
360 360
365 365
370 370
54+50.00
X-15
-L- SR 1635 (McCRIMMON PKWY)
-Y6--Y6-
0.020
365.800.010
-Y6--Y6-
0.0200.010
-Y6--Y6-
0.020
365.380.010
0.0204:14:1364.71364.85365.110.010
0.0200.0204:1
4
:1364.17364.17364.300.0200.0204:14:1363.63363.63364.30364.54363.76
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
55+00.00
355 355
360 360
365 365
370 370
55+50.00
355 355
360 360
365 365
370 370
56+00.00
355 355
360 360
365 365
56+50.00
355 355
360 360
365 365
57+00.00
355 355
360 360
365 365
57+50.00
X-16
-L- SR 1635 (McCRIMMON PKWY)
0.0200.0204:14:1363.09363.09363.76364.00363.150.0200.0204:1
4:1362.55362.54363.22363.46362.640.0200.020
4
:1362.00362.00362.68362.924:1
362.080.0200.0204:14:1361.46361.46362.14362.38361.600.0200.0204:1
4:1360.92360.92361.60361.84361.110.0200.020
4:1360.38360.38361.07361.294:1
360.51
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
58+00.00
355 355
360 360
365 365
58+50.00
355 355
360 360
365 365
59+00.00
355 355
360 360
365 365
59+50.00
355 355
360 360
365 365
60+00.00
350 350
355 355
360 360
365
60+50.00
X-17
-L- SR 1635 (McCRIMMON PKWY)
0.0200.0204:1
4:1359.84359.84360.65360.63359.870.0200.0204:1 4
:1359.28359.29360.21359.97359.310.0200.020 358.60358.73359.64359.404:1 4:1
359.243:1358.00
0.0200.0204:1
4:1357.90358.15359.06358.82358.733:1357.25
0.0200.0204:1 357.31357.55358.46358.224:1358.193:1356.50
0.0200.020
4:1356.69356.93357.85357.614:1
357.383:1355.75
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
61+00.00
350 350
355 355
360 360
61+50.00
350 350
355 355
360 360
62+00.00
350 350
355 355
360 360
62+50.00
350 350
355 355
360 360
63+00.00
350 350
355 355
63+50.00
350 350
355 355
64+00.00
X-18
-L- SR 1635 (McCRIMMON PKWY)
0.0200.0204:1
4:1356.06356.30357.21356.97356.663:1355.00
0.0200.020
4:1355.41355.65356.56356.324
:1356.06354.253:10.0200.0204:1
4
:1354.74354.98355.453:1353.50
0.0200.0204:1
4
:1354.08354.17354.902%
TOWN HALL DRIVE
-Y7-
TOWN HALL DRIVE
-Y7A-
3%2%0.015 0.010
354.520.0140.015
354.280.0130.016
354.60
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
64+50.00
350 350
355 355
360 360
65+00.00
350 350
355 355
360 360
65+50.00
350 350
355 355
360 360
66+00.00
350 350
355 355
360 360
66+50.00
350 350
355 355
360 360
67+00.00
350 350
355 355
360
67+50.00
X-19
-L- SR 1635 (McCRIMMON PKWY)
0.019 0.018
354.300.0170.018 353.75353.79354.100.0200.020 353.78353.73354.150.0150.017 353.85354.09354.350.0140.021 354.04354.24354.510.0070.016 354.19354.16354.600.0100.012 354.35354.06354.34
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
68+00.00
350 350
355 355
360 360
68+50.00
350 350
355 355
360 360
69+00.00
350 350
355 355
360 360
69+50.00
355 355
360 360
70+00.00
355 355
360 360
70+50.00
355 355
360 360
71+00.00
355 355
360 360
365
71+50.00
X-20
-L- SR 1635 (McCRIMMON PKWY)
0.0160.018
354.770.0160.038
355.420.0130.023
356.270.0210.042
357.410.034 0.006
358.180.031 0.030
359.440.0260.034
360.840.0510.045
362.19
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
72+00.00
360 360
365 365
370 370
72+50.00
360 360
365 365
370 370
73+00.00
360 360
365 365
370 370
375 375
73+50.00
365 365
370 370
375 375
74+00.00
365 365
370 370
375 375
74+50.00
365 365
370 370
375
75+00.00
X-21
-L- SR 1635 (McCRIMMON PKWY)
0.015363.70363.690.038
363.650.0130.038 365.26365.24365.180.027 366.69366.540.012
366.550.058 0.014368.03367.72367.920.017369.24369.07369.110.025
0.033 0.013369.92369.62369.790.018 0.017370.29370.04370.15
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
75+50.00
365 365
370 370
375 375
76+00.00
365 365
370 370
76+50.00
360 360
365 365
370 370
77+00.00
360 360
365 365
370 370
77+50.00
360 360
365 365
370 370
375 375
78+00.00
360 360
365 365
370 370
375 375
78+40.00
X-22
-L- SR 1635 (McCRIMMON PKWY)
0.035 0.023370.32370.21370.190.024 0.021369.86369.72369.740.0170.016
369.040.0270.012
368.300.013 0.040
367.64-Y9-
0.0330.032
366.83-Y9-
0.020
4
:1364.620.020
365.81
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
78+50.00
360 360
365 365
370 370
375 375
79+00.00
355 355
360 360
365 365
370 370
79+50.00
355 355
360 360
365 365
370 370
80+00.00
355 355
360 360
365 365
370 370
80+50.00
355 355
360 360
365 365
81+00.00
X-23
-L- SR 1635 (McCRIMMON PKWY)
-Y9-
0.018
4
:1364.450.018
365.42-Y9-
0.008
2:1363.870.008
363.450.0020.0024:1
2:1363.30363.11361.513:1359.88
0.0120.0124:1
2:1362.87361.75362.59362.48360.19357.983:10.022
0.0224:1
2:1362.63360.59362.06361.85359.093:1355.92
0.032
0.0323:1
2:1362.59359.61361.72361.41358.403:1354.25
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
81+50.00
350 350
355 355
360 360
365 365
82+00.00
350 350
355 355
360 360
365 365
370 370
82+50.00
355 355
360 360
365 365
370 370
83+00.00
355 355
360 360
365 365
370 370
83+50.00
X-24
-L- SR 1635 (McCRIMMON PKWY)
0.040
0.040
2:1 2:1362.66358.94361.55361.17357.690.040
0.040
2:1 2:1362.61358.89361.50361.12354.172:
1 2:1
353.60 353.00
3:1
0.040
0.040
2:1 2:1362.75359.03361.63361.25357.402:
1
353.85
2:1 3:1
354.06
0.040
0.040 2:1363.08359.36361.97361.59360.052:13:1
355.63
3:1
355.13
0.040
0.040 2:1363.61359.90362.50362.09362.67357.402:13:1
3:1
356.19
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
84+00.00
360 360
365 365
370 370
84+50.00
360 360
365 365
370 370
85+00.00
360 360
365 365
370 370
375 375
85+50.00
360 360
365 365
370 370
375 375
380 380
86+00.00
365 365
370 370
375 375
86+50.00
X-25
-L- SR 1635 (McCRIMMON PKWY)
0.040
0.040 2:1364.33360.83363.22362.53363.16359.182:13:1
3:13:1
357.25
0.037
0.037 2:1365.12362.14364.11363.31363.44360.95
3:12:13:13:1
358.13
0.027
0.027 2:1365.83363.66365.11364.56364.07362.732:13:1
3:13:1
359.00
-Y10-
0.020365.240.017
365.11364.50
3:12:1-Y10-
0.011367.100.007
366.83366.702:13:1
0.0030.001 369.13369.20369.30369.34370.25368.902:13:1
3:12:1
365.00
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
87+00.00
370 370
375 375
380 380
87+50.00
370 370
375 375
380 380
88+00.00
370 370
375 375
380 380
385 385
88+50.00
370 370
375 375
380 380
385 385
89+00.00
370 370
375 375
380 380
385 385
390 390
89+50.00
X-26
-L- SR 1635 (McCRIMMON PKWY)
0.0130.009
3:1370.62371.50371.09371.22372.02371.10
3:12:12:1
367.50
0.0200.019 4:1
372.43373.99373.11373.30376.51373.30
3:12:10.029
0.029 4:1
374.37376.68375.30375.57376.79375.502:13:1
0.030
0.0304:1
4
:1376.79379.21377.76378.04376.22375.50
3:1
3:10.030
0.0302:1
2:1379.32381.75380.30380.58374.783:1373.85
3:1
0.030
0.030
2:1
2:1381.86384.29382.83383.12373.373:1372.20
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
385 385
390 390
90+00.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
90+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
91+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
91+50.00
X-27
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
2:1
2:1384.40386.83385.37385.66371.353:1370.55
3:1
0.030
0.030
2:1
2:1386.94389.37387.91388.20369.00368.903:13:1
0.030
0.030
2:1
2:1389.48391.91390.45390.81367.173:1367.25
3:1
0.030
0.030
2:1
2:1392.01394.44392.99393.53367.123:1366.56
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
92+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
92+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
93+00.00
X-28
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
2:1
2:1394.55396.98395.52396.17366.683:1365.88
3:1
0.030
0.030
2:1
2:1396.91399.34397.88398.53366.093:1365.19
3:1
0.030
0.030
2:1
2:1398.98401.41399.95400.59365.753:1364.50
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
93+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
94+00.00
X-29
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
2:1
2:1400.75403.18401.72402.36365.333:1365.26
3:1
0.030
0.030
2:1
2:1402.22404.65403.19403.84365.393:1366.02
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
94+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
95+00.00
X-30
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
403.40405.83404.37405.02365.672:1404.28406.71365.410.030
0.030405.90404.25
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
95+16.45
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
95+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410
96+00.00
X-31
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
365.480.030
0.030
366.030.030
0.030
364.99
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
96+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
97+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
97+50.00
X-32
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
370.920.030
0.030
362.760.030
0.030
365.75
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
98+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
98+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
98+76.45
X-33
-L- SR 1635 (McCRIMMON PKWY)
0.030
0.030
365.770.030
0.030
363.66362.260.030
0.030
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
410 410
99+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
99+50.00
X-34
-L- SR 1635 (McCRIMMON PKWY)361.25400.71401.660.030403.16402.330.030
0.030
0.030
398.89401.37399.90400.55360.12
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140160150
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
100+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
100+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
101+00.00
X-35
-L- SR 1635 (McCRIMMON PKWY)
0.027
0.027
2:1 396.73399.21397.86398.48359.903:13:1356.50
0.020
0.017
2:1 394.61396.44395.57396.01369.303:13:1356.00
0.020
0.007
2:1 391.84393.36392.91393.22363.673:13:1355.50
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
395 395
101+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
102+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
102+50.00
X-36
-L- SR 1635 (McCRIMMON PKWY)
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150 160
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
0.0200.003
2:1 388.80389.98389.96390.14357.323:13:1
355.00 3:12:1
354.53
0.0200.013
2:1 385.77386.52386.92386.98364.05354.63
3:13:13:1353.60
2:1
0.0200.020
2:1
2:1382.86383.31384.02383.99357.293:13:1354.26
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
380 380
385 385
103+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
385 385
103+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
104+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
104+50.00
X-37
-L- SR 1635 (McCRIMMON PKWY)
0.0200.020
2:1 380.22380.68381.37381.36357.413:13:1354.46
0.0200.020
2:1 2:1377.83378.31378.99378.99358.763:13:1355.98
0.0200.020
2:1 2:1375.72376.20376.87376.87360.943:13:1357.50
0.0200.020
2:1 373.87374.35375.02375.02361.183:13:1359.02 2:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
105+00.00
355 355
360 360
365 365
370 370
375 375
380 380
105+50.00
355 355
360 360
365 365
370 370
375 375
380 380
106+00.00
360 360
365 365
370 370
375 375
106+50.00
360 360
365 365
370 370
375
107+00.00
X-38
-L- SR 1635 (McCRIMMON PKWY)
0.0200.020
2:1
2:1372.29372.75373.43373.46370.773:13:1360.54
-Y12-
0.020
2:1 371.42360.900.020
3:13:1362.05
-Y12-
0.020
2:1 370.34363.040.020
3:13:1363.57
-Y12-
0.0202:1 369.52365.450.020
3:13:1365.09
0.0200.0204:1
2:1368.95368.96366.75
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
107+50.00
360 360
365 365
370 370
375 375
108+00.00
360 360
365 365
370 370
375 375
108+50.00
365 365
370 370
375 375
109+00.00
365 365
370 370
375 375
109+50.00
365 365
370 370
375 375
380 380
110+00.00
X-39
-L- SR 1635 (McCRIMMON PKWY)
0.0200.020
2:1368.66368.66367.52367.523:1368.00
4:1
0.0200.020
2:1368.62368.62367.153:14:1
367.950.0200.020
4:1368.84368.844:13:1367.61
368.440.0200.020
4:1369.27369.274:13:1368.06
369.440.0200.020
4:1369.68369.68368.523:14:1
370.460.0200.020
4
:1369.84369.844:1
3:1368.97
369.99
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
385 385
110+50.00
365 365
370 370
375 375
380 380
110+75.00
365 365
370 370
375 375
111+00.00
355 355
360 360
365 365
370 370
375 375
111+50.00
355 355
360 360
365 365
370 370
375 375
112+00.00
X-40
-L- SR 1635 (McCRIMMON PKWY)
0.0200.013
4
:1369.72370.034:1
369.640.0200.008
4:1369.540.2%
TURNOUT
DRIVEWAY
369.280.0200.003
2:1369.30370.05369.97370.274:13:1364.04
368.890.0200.007
2:1 2:1368.59369.77369.27369.55368.510.0200.017
2:1
2:1367.60369.17368.27368.62367.98
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
112+50.00
355 355
360 360
365 365
370 370
113+00.00
355 355
360 360
365 365
370 370
113+50.00
355 355
360 360
365 365
370 370
113+55.00
355 355
360 360
365 365
370 370
375 375
113+75.00
355 355
360 360
365 365
370 370
114+00.00
X-41
-L- SR 1635 (McCRIMMON PKWY)
0.027
0.027
2:1
2:1366.17368.43367.06367.67367.020.037
0.037
2:1364.67367.65365.85366.634:1
366.260.040
0.040
363.50367.21364.76365.525
:1
365.474:1
5
:1
363.40367.360.040
0.040364.66365.41365.384:1
TURNOUT
DRIVEWAY
2%4.5%
0.037
0.049
364.64365.27363.454:1
365.110.041
0.043
364.59364.53363.12364.834:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
114+50.00
355 355
360 360
365 365
370 370
115+00.00
355 355
360 360
365 365
370 370
375 375
115+50.00
355 355
360 360
365 365
370 370
375 375
116+00.00
355 355
360 360
365 365
370 370
375 375
116+50.00
X-42
-L- SR 1635 (McCRIMMON PKWY)
0.036
0.035
362.50364.244:1
0.032
0.034
361.674:1
363.390.034
0.037
360.724:1
362.420.037
0.039
361.310.036
0.033
360.18
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
117+00.00
350 350
355 355
360 360
365 365
370 370
117+50.00
350 350
355 355
360 360
365 365
370 370
118+00.00
350 350
355 355
360 360
365 365
118+50.00
350 350
355 355
360 360
365 365
119+00.00
350 350
355 355
360 360
365 365
119+50.00
X-43
-L- SR 1635 (McCRIMMON PKWY)
0.041
358.670.04
0.022
0.038
357.78-Y13-
0.049
0.035
357.12-Y13--Y13-
0.039
0.027
356.75-Y13--Y13-
0.027 0.026
357.27-Y13-
0.0250.009
357.05
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
120+00.00
350 350
355 355
120+50.00
350 350
355 355
121+00.00
350 350
355 355
121+50.00
350 350
355 355
121+75.00
345 345
350 350
122+00.00
X-44
-L- SR 1635 (McCRIMMON PKWY)
0.0210.004
356.550.0180.005
355.760.008 0.017
355.160.012 0.016
354.080.0150.012
353.52352.95
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
12+00.00
355 355
360 360
365 365
12+50.00
355 355
360 360
13+00.00
355 355
360 360
365 365
13+20.00
355 355
360 360
365 365
13+50.00
355 355
360 360
365 365
370 370
14+00.00
360 360
365 365
370 370
14+50.00
X-45
-Y2- SR 1613 (DAVIS DR)356.81358.42359.86360.550.029
0.0413:1 358.28361.490.0413:1
0.038
359.63363.070.042
361.320.038364.650.043
1.50:1
0.038 366.55362.86
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
15+00.00
360 360
365 365
370 370
375 375
15+50.00
365 365
370 370
375 375
16+00.00
365 365
370 370
375 375
16+50.00
365 365
370 370
375 375
380 380
17+00.00
365 365
370 370
375 375
380 380
17+50.00
370 370
375 375
380
18+00.00
X-46
-Y2- SR 1613 (DAVIS DR)366.220.039
1.50:1
0.043 368.11364.45367.750.039
0.040
1.50:1369.62366.11369.160.039
0.039
1.50:1371.06367.54370.500.038
1.50:1
0.035 372.35369.07372.412%0.022 4:10.030 373.60370.61372.61372.14373.354%2%
TURNOUT
DRIVEWAY
0.037
0.038
371.73373.95373.38374.560.028
0.037 3:1376.15372.92375.24374.44115.432115.432
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
18+50.00
370 370
375 375
380 380
385 385
19+00.00
375 375
380 380
385 385
19+50.00
375 375
380 380
385 385
20+00.00
375 375
380 380
385 385
20+50.00
375 375
380 380
385 385
390 390
21+00.00
375 375
380 380
385 385
390 390
21+50.00
X-47
-Y2- SR 1613 (DAVIS DR)375.770.039 3:10.035 377.67374.11376.43375.70376.990.0373:1 3:10.031 378.73375.42377.63376.91378.110.0383:1 3:10.037 379.91376.50378.75378.05379.170.041
0.0393:1 3:1381.21377.48379.82379.06380.160.044
0.0373:1 3:1382.29378.56380.50380.07381.080.040
0.0403:1 3:1383.14379.38382.051%
4%
TURNOUT
DRIVEWAY
0.031 383.570.031
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
390 390
22+00.00
380 380
385 385
390 390
22+50.00
380 380
385 385
390 390
23+00.00
380 380
385 385
390 390
23+50.00
380 380
385 385
390 390
395 395
24+00.00
380 380
385 385
390 390
395 395
24+50.00
380 380
385 385
390 390
395 395
25+00.00
X-48
-Y2- SR 1613 (DAVIS DR)382.892%
TURNOUT
DRIVEWAY
6.5%
TURNOUT
DRIVEWAY
0.030
0.030 383.660.030
0.0303:1 2:1385.54382.68384.360.030
0.030
3:1 2:1386.23383.34384.970.030
0.0303:1 2:1386.91384.00385.570.030
0.0303:1 2:1387.57384.61386.070.030
0.0304:1 3:1388.14384.94386.460.030
0.0304:1 3:1388.67385.03
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
25+50.00
380 380
385 385
390 390
395 395
26+00.00
380 380
385 385
390 390
395 395
26+50.00
380 380
385 385
390 390
395 395
27+00.00
380 380
385 385
390 390
395 395
27+50.00
380 380
385 385
390 390
395 395
28+00.00
380 380
385 385
390 390
395 395
28+50.00
X-49
-Y2- SR 1613 (DAVIS DR)386.800.030
0.030
4:1 3:1389.17385.19387.88387.330.023 387.100.030
0.0304:1 3:1389.60385.20388.17387.650.023
387.00387.310.030
0.030 3:1389.96385.07388.38387.880.0284:1
387.25
3:1387.490.030
0.030
4
:1 3:1390.27385.07388.54388.04387.50
3:1387.560.030
0.030 3:1390.59385.17388.69388.194
:1 387.75
3:1387.630.030
0.0304:1
4
:1390.80385.31388.84388.343:1
388.00387.810.030
0.0304:1
4
:1390.96385.44388.99388.49388.25
3:1
387.37387.05
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
29+00.00
380 380
385 385
390 390
395 395
29+50.00
380 380
385 385
390 390
395 395
30+00.00
380 380
385 385
390 390
395 395
400 400
30+50.00
380 380
385 385
390 390
395 395
400 400
31+00.00
380 380
385 385
390 390
395 395
400 400
31+50.00
X-50
-Y2- SR 1613 (DAVIS DR)388.040.029
0.030
4:1 4:1391.05385.58389.13388.64388.50
6.25:1
387.52387.18388.250.020
0.030
4:1
4
:1390.49385.70389.20388.79388.75
16:1
387.67387.32388.430.020
0.030
4:1
4
:1390.86385.60389.35388.96389.00
10:1
387.82387.45388.46-L-
-L-
0.020
0.030 388.50-L-
-L-
0.020
0.030 388.41-L-
-L-
0.020
0.030
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
385 385
390 390
395 395
32+00.00
385 385
390 390
395 395
32+50.00
380 380
385 385
390 390
395 395
33+00.00
380 380
385 385
390 390
395 395
33+50.00
380 380
385 385
390 390
395 395
34+00.00
380 380
385 385
390 390
395 395
34+50.00
X-51
-Y2- SR 1613 (DAVIS DR)388.450.020
0.0304:1 4:1391.57386.76390.36390.11388.340.020
0.0304:1 4:1391.14387.13389.13388.77390.17389.94387.900.020
0.030
4:14:1390.91386.96388.95388.57389.76389.98387.190.025
0.0304:1
4
:1391.21386.76388.79388.364:1
0.020389.39389.81390.05386.700.030
0.0304:14:1391.59386.55388.15388.650.020 4
:1388.45386.480.030
0.0304:14
:1391.39386.34388.47387.940.020388.44
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
35+00.00
380 380
385 385
390 390
395 395
35+50.00
380 380
385 385
390 390
395 395
36+00.00
380 380
385 385
390 390
395 395
36+50.00
380 380
385 385
390 390
395 395
37+00.00
380 380
385 385
390 390
395 395
37+50.00
X-52
-Y2- SR 1613 (DAVIS DR)386.402%
10%
TURNOUT
DRIVEWAY
0.030
0.0302:1386.24388.29387.73386.430.030
0.030 391.19386.21388.18387.532:14
:1386.580.030
0.030 2:1390.66386.07388.09387.32386.25
3:12:1386.710.030
0.030 2:1390.14385.87387.65387.11385.50
3:12:1386.800.030
0.030 2:1389.67385.66384.75
3:12:1386.660.030
0.030 2:1389.19385.423:1
384.00
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
38+00.00
380 380
385 385
390 390
395 395
38+50.00
380 380
385 385
390 390
39+00.00
380 380
385 385
390 390
39+50.00
380 380
385 385
390 390
39+75.00
380 380
385 385
390 390
40+00.00
375 375
380 380
385 385
390 390
40+50.00
X-53
-Y2- SR 1613 (DAVIS DR)386.110.030
0.030 2:1388.56385.00383.25
3:1385.890.030
0.030 2:1387.76384.403:1
382.50385.212%8%
15%
0.030
0.0304:1 386.82384.170.026
0.0264:1 2:1385.59382.66379.00
3:1383.945%
CHESSRIDGE WAY
-Y14-
0.0210.021
2:1384.89378.13
3:1383.410.0160.0162:1 2:1384.25382.36383.69383.55377.25
3:1382.850.0070.0072:1
2:1383.14382.41382.94382.85375.50
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
41+00.00
375 375
380 380
385 385
390 390
41+50.00
375 375
380 380
385 385
390 390
42+00.00
375 375
380 380
385 385
390 390
42+50.00
380 380
385 385
390 390
43+00.00
380 380
385 385
390 390
43+05.00
380 380
385 385
43+50.00
X-54
-Y2- SR 1613 (DAVIS DR)382.510.0020.002
2:1
2:1382.26382.49382.43382.47375.10382.470.0110.011
2:1 2:1381.62382.78382.16382.39382.620.021
0.0202:1
4
:1381.21383.23382.13382.50382.780.032
0.0202:1 383.37382.31382.644:1376.50383.393:1
4:1
0.040
0.040
380.94384.593:1
377.17383.533:1
4:1
0.041
380.98384.720.041
377.23
3:1383.984:1
0.051
381.05377.83
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
44+00.00
380 380
385 385
390 390
44+50.00
380 380
385 385
390 390
45+00.00
380 380
385 385
390 390
45+50.00
385 385
46+00.00
385 385
46+50.00
385 385
47+00.00
X-55
-Y2- SR 1613 (DAVIS DR)384.854:10.058
381.673:1
378.50385.764:1
0.058
382.57386.674:1
0.050
383.87387.615
:1
0.042 385.17388.41388.58388.92
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
10+50.00
370 370
375 375
380 380
10+65.00
370 370
375 375
380 380
11+00.00
370 370
375 375
380 380
11+50.00
370 370
375 375
380 380
11+59.71
X-56
-Y3- HEBRON DR373.45373.980.0260.0324:1 373.56373.494:1374.750.0100.0204:1 374.77374.644:1374.78-L-
0.010 374.494:1374.31-L-
0.006
4:1374.40
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
11+00.00
365 365
370 370
375 375
11+25.00
360 360
365 365
370 370
375 375
11+50.00
360 360
365 365
370 370
12+00.00
360 360
365 365
370 370
12+50.00
360 360
365 365
370 370
13+00.00
X-57
-Y6- LIBERTY ROSE DR368.85368.150.0000.0014:1 368.16368.14367.770.0110.0114:1 4:1367.96367.52366.790.0200.0204:1 4:1367.37366.55366.120.0200.0204:1 4:1366.78365.96365.530.0170.0174:14:1366.71365.35
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
13+12.82
360 360
365 365
13+50.00
360 360
365 365
370 370
13+89.82
360 360
365 365
370 370
14+00.00
360 360
365 365
370 370
14+50.00
360 360
365 365
370 370
14+90.00
X-58
-Y6- LIBERTY ROSE DR365.44-L-
0.011 4
:1366.43365.55364.70-L-
0.0114:1 365.01364.410.0060.0164:1 4
:1365.54364.63363.920.0190.0204:1 4:1363.96363.94363.450.0260.0324:1 4
:1363.02362.91
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
15+00.00
360 360
365 365
370 370
15+50.00
360 360
365 365
370 370
16+00.00
360 360
365 365
370 370
16+10.00
360 360
16+50.00
X-59
-Y6- LIBERTY ROSE DR363.380.0190.021
4:1 4:1363.09363.04363.750.0200.017
4:1 4
:1363.48363.53364.050.0223:1 4
:10.016 363.88363.79364.060.0133:1 4
:10.025 363.95363.77363.66
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
10+50.00
365 365
370 370
375 375
380 380
10+85.00
365 365
370 370
375 375
380 380
11+00.00
365 365
370 370
375 375
11+50.00
365 365
370 370
375 375
12+00.00
365 365
370 370
375 375
12+50.00
365 365
370 370
375 375
13+00.00
365 365
370 370
375
13+50.00
X-60
-Y9- SR 1637 (CHURCH ST)372.60372.370.031
3:1 372.870.081 372.250.0310.081
3:1 372.69371.770.083
3:1
4
:10.033
365.463:1372.52371.320.033
0.063
3:1 372.253:1367.75
4
:1370.730.004
3:1 0.045 370.794:1
3:1367.23 370.090.0013:1 0.036 369.97366.70
2%10%369.550.0120.040 4:1369.08
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
14+00.00
365 365
370 370
375 375
14+50.00
360 360
365 365
370 370
15+00.00
360 360
365 365
370 370
15+50.00
360 360
365 365
370 370
15+59.27
360 360
365 365
16+00.00
360 360
365 365
370 370
16+37.11
X-61
-Y9- SR 1637 (CHURCH ST)368.890.0070.0433:1 4:1369.07368.140.053
4:1
4:10.009 367.84366.903:1363.00 367.350.055
4:1
4:10.013 366.82365.11360.743:1366.53-L-
0.011 365.954:1366.43-L-
4:10.010 365.90365.96365.35-L-
0.052
362.414:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
16+50.00
355 355
360 360
365 365
370 370
17+00.00
355 355
360 360
365 365
17+50.00
360 360
365 365
18+00.00
360 360
365 365
370 370
18+50.00
360 360
365 365
370 370
18+65.00
360 360
365 365
370 370
19+00.00
X-62
-Y9- SR 1637 (CHURCH ST)365.18-L-
0.061
362.184:1 364.650.032363.544:1 364.550.027
4:1 364.530.021
4:1 364.540.033
4:1 364.560.0328%
TURNOUT
DRIVEWAY
15%364.650.022
3:1
8/23/99PROJ. REFERENCE NO.SHEET NO.0 105
3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
19+35.00
360 360
365 365
370 370
19+50.00
360 360
365 365
370 370
20+00.00
360 360
365 365
370 370
20+10.00
X-63
-Y9- SR 1637 (CHURCH ST)364.750.0158%
DRIVEWAY
TURNOUT
15%
20%364.800.018
4:1 365.100.014
4:1 365.14
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3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
10+00.00
360 360
365 365
370 370
375 375
10+38.50
360 360
365 365
370 370
375 375
10+50.00
360 360
365 365
370 370
11+00.00
360 360
365 365
370 370
11+50.00
360 360
365 365
370 370
375 375
11+75.00
360 360
365 365
370 370
12+00.00
X-64
-Y10-366.09365.64-L-
-L-
0.023 0.023365.470.0170.0175:1
3:1366.63368.27365.600.0070.0084:1
3:1367.58367.312:
1
364.11 366.453:10.0330.033
4:12:1364.00 366.772%
TURNOUT
DRIVEWAY
8%
15%
0.0400.040
4:12:1363.63 364.053:10.0400.0404:12:1363.25
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
12+50.00
360 360
365 365
370 370
13+00.00
360 360
365 365
370 370
13+50.00
360 360
365 365
370 370
14+00.00
355 355
360 360
365 365
14+50.00
355 355
360 360
365 365
15+00.00
355 355
360 360
365 365
15+50.00
X-65
-Y10-
4
:10.0400.040
4:1
3:1362.50
362.76TURNOUT
DRIVEWAY
2%
10%
0.0300.0404:13:1361.75
362.804:1
0.0050.0175:1
362.663:1361.00
0.0200.008
362.365:13:1360.25 362.005:1
359.503:10.0040.004
361.60359.25
5:13:1361.27359.00
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3/5/2021U-5747
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
16+00.00
355 355
360 360
16+50.00
355 355
360 360
365 365
17+00.00
360 360
365 365
17+50.00
360 360
365 365
18+00.00
360 360
365 365
18+50.00
360 360
365 365
19+00.00
360 360
365 365
370 370
19+50.00
365 365
370 370
20+00.00
X-66
-Y10-361.160.016
361.240.020
361.53362.460.028
363.33364.38365.83366.83368.59
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
10+50.00
365 365
370 370
11+00.00
365 365
370 370
375 375
11+30.00
365 365
370 370
375 375
11+50.00
365 365
370 370
12+00.00
360 360
365 365
370 370
375 375
12+50.00
360 360
365 365
370 370
375 375
12+75.00
360 360
365 365
370 370
13+00.00
X-67
-Y12-371.99370.78370.17369.770.040
3:1367.14368.750.0303:1366.55368.070.035
0.020
2%
TURNOUT
DRIVEWAY
0.035
367.515%
2%0.020
0.040
3:1365.37366.380.020
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
13+50.00
350 350
355 355
360 360
365 365
370 370
14+00.00
355 355
360 360
365 365
370 370
14+50.00
355 355
360 360
365 365
15+00.00
355 355
360 360
365 365
15+50.00
350 350
355 355
360 360
365 365
15+75.00
350 350
355 355
360 360
365 365
16+00.00
X-68
-Y12-3:10.032
0.025364.20365.26364.953:1364.150.024 0.022 3:10.013 363.34362.830.025 3:1361.72361.630.0170.039
0.017 3:10.020 360.44361.210.009
0.0100.020
3:1360.08359.83360.54360.49360.924:1
0.0100.020 359.91359.65360.37360.312:1
2:1360.62
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
16+50.00
350 350
355 355
360 360
365 365
370 370
375 375
17+00.00
345 345
350 350
355 355
360 360
365 365
370 370
375 375
17+50.00
350 350
355 355
360 360
365 365
370 370
375 375
18+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380
18+50.00
X-69
-Y12-
0.0010.020 2:1360.64359.87360.69360.522:1
360.300.0150.020
3:1362.27360.84361.77361.502:1
359.600.0200.020
3:1364.25362.53363.55363.232:1
359.470.0170.007
3:1366.51365.40365.93365.742:1
360.000.0030.007
3:1368.36368.63368.32368.352:1
355.44
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355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
19+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
19+14.60
355 355
360 360
365 365
370 370
375 375
19+50.00
X-70
-Y12-
0.011
0.021
3:1369.54-L-359.41-L-
0.015
368.853:1360.03361.44
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00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
17+50.00
355 355
360 360
365 365
370 370
18+00.00
355 355
360 360
365 365
370 370
18+50.00
355 355
360 360
365 365
370 370
19+00.00
360 360
365 365
370 370
375 375
19+50.00
360 360
365 365
370 370
20+00.00
360 360
365 365
370 370
20+50.00
X-71
-Y13- PERIMETER PARK DRIVE357.74-L- MCCRIMMON PARKWAY
INTERSECTION WITH359.340.009 0.010361.100.012 363.050.007 364.490.001 365.700.002 366.620.005
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360 360
365 365
370 370
21+00.00
360 360
365 365
370 370
375 375
21+50.00
360 360
365 365
370 370
375 375
22+00.00
360 360
365 365
370 370
375 375
22+50.00
360 360
365 365
370 370
23+00.00
360 360
365 365
370 370
23+30.00
360 360
365 365
370 370
23+50.00
X-72
-Y13- PERIMETER PARK DRIVE367.180.001 367.460.010 367.460.010 367.050.024 366.120.031 365.600.035 365.02

Appendix 4
Section E (2)
-
NCDMS ILF Mitigation Acceptance Letter
March 30, 2022
Mr. Chris Murray
NCDOT Division 5 Project Engineer
North Carolina Department of Transportation
2612 N. Duke Street
Durham, North Carolina 27704
Dear Mr. Murray:
Subject: Mitigation Acceptance Letter:
Division 5 Project – TIP U-5747A/B – SR 1635 (McCrimmon Parkway) Improvements from West of SR 1613
(Davis Drive) to Perimeter Park Drive, Wake County, WBS # 50167.1.1
The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality – Division
of Mitigation Services (NCDEQ-DMS) will provide the wetland mitigation for the subject project. Based on the
information received from you on March 29, 2022, the impacts are located in CU 03020201 of the Neuse River basin in the
Central Piedmont (CP) Eco-Region, and are as follows:
Neuse
03020201
CP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh Zone 1 Zone 2
Impacts
(feet/acres) 0 0 0 0.360 0 0 0 0
The impacts and associated mitigation needs were not projected by the NCDOT in the 2022 impact data.
NCDEQ-DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated with
this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee
Instrument dated July 28, 2010. 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 NCDEQ-DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.
Sincerely,
James B. Stanfill
DMS Asset Management Supervisor
cc: Mr. Andy Williams, USACE – Raleigh
Ms. Amy Chapman, NCDWR
Ms. Linda Fitzpatrick, NCDOT – EAU
Mr. Brad Chilton, NCDOT – EAU
File: U-5747A/B – Division 5
for

Appendix 5
Section G (1)
-
TIP U-5747 MCDC (12/19/2018)

TIP U-5747 Consultation (12/11/2020)
U-5747 and U-5750 Traffic Forecast Memorandum
Project U-5747 Crash Analysis Report (June
2018)
Morrisville Transportation Plan (2009)
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Table 1: Traffic Capacity Analysis for Alternatives for McCrimmon Parkway at Davis
Drive Intersection
Full Movement
Partial Continuous Flow
Intersection (N-S)
Full Movement
Partial Continuous Flow
Intersection (N-S)
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Natural Resources Technical Report
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Myotis septentrionalis
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Table 2: Hazardous Material Sites Anticipated to Have Potential for Impacts
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Item 1 to be completed by the Engineer.
Items 2 – 4 to be completed by the Engineer.
Item 5-8 to be completed by Division Environmental Officer.
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
Items 9- 12 to be completed by Division Environmental Officer.
Items 13 – 15 to be completed by the Engineer.
Items 16- 22 to be completed by Division Environmental Officer.
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
ܱ½«Í·¹² Û²ª»´±°» ×Üæ ìîíßçíðÞóÛííîóìêÛèóÞÜïêóßßíðÚïîÞîíèç
1 Updated 3/17/20

North Carolina Department of Transportation
NEPA/SEPA Consultation Form

STIP Project No. U-5747
WBS Element 50167.1.1
Federal Aid Project No. Not Applicable

A. Project Description, Location, and Purpose:
Project U-5747 proposes to improve McCrimmon Parkway from west of Davis Drive to
Perimeter Park Drive. The existing roadway will be upgraded to a 4-lane road with a 23-foot
landscaped median, bike lanes on both sides, a 5 -foot wide sidewalk on the south side and
an 8-foot wide sidewalk on the north side. The proposed median will include breaks at the
full movement cross street intersections and the Bexley Park Apartments community in
addition to two leftovers at the Berkshires at Town Hall Commons and Broadstone Trailside
communities.

The project also proposes to build a grade separation which will carry McCrimmon Parkway
over N.C. 54 and the Norfolk Southern Railway (NS)/North Carolina Railroad (NCRR). A
new-location loop road in the southeast quadrant of the McCrimmon Parkway crossing over
N.C. 54 (behind the Sheetz gas station) will maintain a connection between McCrimmon
Parkway and N.C. 54. The Davis Drive intersection is proposed to be upgraded to a partial
Continuous Flow Intersection (CFI). The Church Street intersection is also proposed to be
upgraded by adding an exclusive right-turn lane on Church Street in the northbound
direction and a westbound right-turn slip lane on McCrimmon Parkway.

The purpose of this project is to reduce congestion along McCrimmon Parkway from west
of Davis Drive to Perimeter Park Drive. Based on traffic volumes projected in the U-5747
and U-5750 Traffic Forecast Memorandum (April 2018), the intersections of McCrimmon
Parkway with N.C. 54, Church Street, and Davis Drive are congested today and operate at
level of service (LOS) F, C, and F respectively in the PM peak hour. As traffic volumes
increase through 2040, these locations are anticipated to operate at LOS F, E, and F
respectively. A secondary purpose is to improve safety along this corridor. The historic
crash rate on McCrimmon Parkway between May 1, 2012 and April 30, 2017 is higher than
the statewide critical crash rate (437.09 vs. 357.91 crashes per million vehicle miles
traveled) as noted in the Project U-5747 Crash Analysis Report (June 2018). One fatal
crash was also reported during this time frame. This project will also improve mobility for
bicyclists and pedestrians through the corridor by providing multi-modal facilities.

This project is included in the Morrisville Transportation Plan (2019) and in the 2020-2029
NCDOT State Transportation Improvement Program (STIP). Right of way acquisition has
already commenced for U-5747B and will begin for U-5747A in February 2021. Letting is
scheduled for U-5747A and U-5747B in July 2022 with construction scheduled to begin in
September 2022. The estimated cost in the STIP includes: $3,000,000 for preliminary
engineering; $8,590,000 for property acquisition; $33,800,000 for construction and utility
relocation for a project total cost of $45,390,000.

2 Updated 3/17/20

B. Consultation Phase: (Check one)

☒ Right-of-Way
☐ Construction
☐ Other: Identify the trigger – (e.g., design change, change in impacts)

C. NEPA/SEPA Class of Action Initially Approved as:

☒ SEPA MCDC December 19, 2018

D. Changes in Proposed Action & Environmental Consequences:
The changes to the proposed project have been minor in nature and do not have the
potential to be significant. Changes that may be considered substantial include the
following: 1. The proposed alignment of Davis Drive at McCrimmon Parkway through the
continuous flow intersection (CFI) was shifted to the east and the laneage configuration
was altered to avoid an underground controlled environment vault (CEV) owned by AT&T
on the southwest corner of the Davis and McCrimmon intersection. Medians on Davis Drive
were also widened to provide median refuges for pedestrians crossing Davis Drive to
increase safety at the intersection. The result of these changes is an increase of proposed
right-of-way to be acquired along the east side of Davis Drive, but not of a significant
amount. 2. The proposed work on Davis Drive has been extended to the north to include
additional intersection improvements to the intersection with Parkside Valley Drive and
Summer Sky Drive. A Town of Morrisville project was created to perform signal upgrades at
this intersection and add a signalized pedestrian crossing across Davis Drive on the north
side of the intersection. After coordinating with the Town, it was decided that project U-
5747 would include additional improvements at this intersection by adding signalized
pedestrian crossings across Summer Sky Drive and across Davis Drive on the south side
of the intersection. Resulting impacts due to this change are minor and do not include any
additional right-of-way.

Federally Protected Species: There are currently seven threatened and endangered
federally protected species known to occur by the US Fish and Wildlife Service (USFWS):
Bald eagle, Cape Fear shiner, Red-cockaded woodpecker, Dwarf Wedgemussel, Tar
Water Resources: An updated Natural Resource Technical Report was completed in January
2019. Seven jurisdictional streams, eleven jurisdictional wetlands and two ponds were
identified in the study area. An initial Preliminary Jurisdictional Determination was submitted to
the USACE and NCDEQ DWR on February 13, 2019. The NCDEQ DWR provided a
Determination for Applicability to the Neuse Buffer Rules, Jordan Buffer Rules and Stream
Mitigation Rules on March 4, 2019. A revised/updated Preliminary Jurisdictional
Determination was submitted to the USACE and NCDEQ DWR on May 7, 2020 to include a
wetland located on an overlap area with NCDOT project U-5966. The USACE issued a
Notification of Jurisdictional Determination on May 11, 2020. Based on most recent plans,
there will be no impacts to streams or ponds during construction. Impacts are expected at
Wetlands WBG, WG, WH and WJ and riparian buffers along Streams SD and SA.
3 Updated 3/17/20

River spinymussel, Yellow lance and Michaux’s sumac. The USFWS Environmental
Conservation Online system lists the following three additional species known to occur in
Wake County: Atlantic pigtoe and Neuse River waterdog as proposed Threatened and the
Carolina madtom as proposed Endangered. Although these three species are not
currently listed as Threatened or Endangered, the Department has requested concurrence
from the USFWS should they become listed prior to project construction. An aquatic
species assessment (NCDOT, April 30, 2020) was conducted for the project. Due to the
small size of streams and isolation by downstream impoundment to known threatened and
endangered species, there are is no suitable habitat for federally threatened, endangered
and proposed aquatic species in the project study area. The USFWS provided information
on December 1, 2020 that the biological conclusion is No Effect for Cape Fear shiner,
Dwarf wedgemussel, Tar River spinymussel, and Yellow lance. The Biological Conclusion
will be No Effect for Atlantic pigtoe, Carolina madtom and Neuse River waterdog once
these species are formally listed.

Suitable habitat is not present in the study area for Red -cockaded woodpecker.
Accordingly, the recommended biological conclusion is No Effect. Two bodies of water
large enough or sufficiently open to be considered a potential feeding source for the Bald
eagle were identified in the study area. A visual survey was conducted on May 15, 2018
and no nests or individuals were observed. An updated survey for Bald eagle will b e
conducted in Summer 2021. Suitable habitat is present in the study area for Michaux’s
sumac along the maintained roadsides, recreational facilities, and commercial/residential
lots. A survey was conducted on September 12, 2018 and no individuals were i dentified.
An updated survey for Michaux’s sumac will be conducted in Summer 2021.

The USFWS has developed a Programmatic Biological Opinion (PBO) in conjunction with
the FHWA and USACE for the Northern long-eared bat (NLEB) species. The PBO covers
the entire NCDOT program in Divisions 1-8, including this project. The Biological
Conclusion provided by the PBO is May Affect, Likely to Adversely Affect. The PBO
allows for incidental take coverage for NLEB and will ensure compliance with Section 7 of
the Endangered Species Act. This level of incidental take is authorized from the effective
date to a final listing determination which has recently been extended through December
31, 2020. A new PBO will take effect January 1, 2021 (valid for 10 years) that will replace
the existing PBO. There are no current or proposed environmental commitments for the
NLEB for projects located in Division 5.

Hazardous Materials:
The NCDOT GeoEnvironmental Section completed a Phase I report (NCDOT, March 5,
2019) and identified three (3) sites of concern in the project study area. Low to medium
monetary and scheduling impacts are anticipated for the three sites. The three sites are
identified below:

Site # Type Facility ID Name
1 UST 00-0-0000038504 Sheetz Inc. #125
2 Superfund Not Applicable Vacant land (Former Koppers
site’s fill-in-fire-pond)
3 UST Not Applicable Circle K store

4 Updated 3/17/20

There were no recorded incidents in the NCDEQ database and no monitoring wells
observed at the Circle K store and Sheetz Inc. #125. The Koppers site has been
excavated and filled in by responsible parties for several years. Ongoing groundwater
sampling/monitoring activities have been managed by the US Environmental Protection
Agency (USEPA). The USEPA has completed the fourth five-year review report for the
Koppers Site (USEPA, September 28, 2017). The remedy at the site currently protects
human health and the environment because contaminated soil and surface water have
been addressed and there are no complete exposure pathways for contaminated ground
water (see the following URL from the USEPA:
https://cumulis.epa.gov/supercpad/SiteProfiles/index.cfm?fuseaction=second.Cleanup&id=
0402647#bkground).

A Phase I Environmental Site Assessment was completed for the Koppers Superfund Sit e
(Terracon, December 16, 2019). Contaminants of Concern (COCs) reportedly remain on -
site in surficial soil, subsurface soil and groundwater and risk is being managed by the
owner under the guidance on of the USEPA Superfund program. The site’s status as an
active National Priorities List (NPL) site with contaminated media remaining on site is
identified as a recognized environmental condition (REC) to the site. The report indicated
that additional investigations were not recommended at that time. However, based on the
planned NCDOT project, Terracon recommends preparation of a Materials Management
Plan (MMP) to ensure that the proper procedures are followed for handling soil and/or
groundwater associated with the Koppers NPL site.

A Materials Management Plan (MMP) was completed for the Koppers Superfund Site
(Terracon, June 5, 2020). This report is intended to serve as a guide for vegetation, soil,
groundwater and stormwater management related to contaminated media during
construction of the NCDOT project. The MMP should be discussed with and made
available to the appropriate personnel involved with the site construction prior to initiation
of site activities.

The MMP includes the following guidance:
• Field procedures and safety measures for the following:
▪ Clearing and grubbing;
▪ Segregation, stockpiling and re-use or disposal of soils;
▪ Handling and disposal of groundwater;
▪ Storm runoff during construction; and
▪ Imported fill
• Field documentation and reporting; and
• Procedures for waste manifestation and documentation of waste disposal.

The MMP does not address the following related activities which are the responsibility of
the NCDOT and/or their contractor:
• Health and safety;
• Erosion and sediment control;
• Utility location;
• Dust control;
• Dewatering procedures;
• Excavation support and protection
• Traffic control;
5 Updated 3/17/20

• Equipment decontamination;
• Backfill specifications; and
• Site restoration.

The NCDOT GeoEnvironmental Section recently completed a review of the revised project
limits (NCDOT, November 18, 2020). These findings indicated that there is no need to
revise the Phase I Environmental Site Assessment and no additional sites of concern were
were identified in the revised study limits.

Cultural Resources: The NCDOT Cultural Resources Group was provided with updated
project information indicating a slight expansion to the study area and that the project has a
federal nexus which requires a review for Section 106 compliance. A No Archeological
Survey Required form was issued on December 18, 2018 and a Historic Architecture and
Landscapes-No Survey Required form was issued on December 19, 2018. The Catawba
Indian Nation indicated on December 9, 2019 that they have no immediate concerns with
regard to traditional cultural properties, sacred sites or Native American archaeological
sites within the project study area. A recent review of the project indicates expanded limits
in areas not covered by the previous cultural resource reviews (along Davis Drive near
Parkside Valley Drive/Summer Sky Drive and along McCrimmon Parkway near Perimeter
Park Drive). The NCDOT Cultural Resources Group is currently completing a review of this
expanded area with findings expected by February 2021.

Parkland: The Town of Morrisville owns several properties along Church Street. Parcel 38
is still owned by the Town. However, Parcel 39 has been recently acquired by the Town.
These parcels are directly adjacent to the Town of Morrisville Church Street Park. The
Town of Morrisville 2018 Parks + Recreation Comprehensive Master Plan does indicate
expansion of the Church Street Park to adjacent parcels. These parcels are currently being
reviewed by the Town for expansion in the future. The FHWA has indicated these parcels
are future public resources and the Department should consider minimization of impacts to
these parcels. Impacts at Parcels 38 and 39 are limited to Right of Way and easements to
install a 5 foot wide sidewalk and some minor utility work.

Revisions to Questions 16, 17, 18, 19 and 29 of the Minimum Criteria Determination
Checklist are provided below:

16. Project length: 2.110 mile
17. Right of Way width:105 feet
18. Project completion date: FY 2025
19. Total acres newly disturbed ground surface: 34.47acres
20. Total acres of wetland impacts:0.47 acres

E. Conclusion:
The above NEPA/SEPA documentation has been reevaluated (as required by either 23
CFR 771 or by NC General Statute Chapter 113A Article 1). It has been determined that
the current proposed action is essentially the same as the original proposed action.
Proposed changes, if any, are noted in Section D. It has been determined that anticipated
social, economic, and environmental impacts were accurately described in the above
referenced document(s) unless noted otherwise herein. Therefore, the original
Administration Action remains valid.

6 Updated 3/17/20

F. Coordination

NCDOT personnel have discussed the current project parameters with qualified NCDOT
representatives and FHWA (where applicable). The NCDOT Project Manager, John
Braxton, hereby verifies the involvement of the following staff and the incorporation of their
technical input:

Design Engineer: Vance Blanton, P.E. 12/10/2020
Environmental Specialist: Chris Murray, SPWS 12/10/2020
FHWA (if applicable): Name Date
Other: Name Date

G. Consultation Approval for NCDOT Project: U-5747

Prepared By:

Date Chris Murray, SPWS, Project Engineer for Planning & Environmental Studies
NCDOT, Division 5 Project Delivery Team

Prepared For:
NCDOT, Division 5 Project Delivery Team

Reviewed By:

Date Zahid Baloch, P.E., Senior Project Engineer
NCDOT, Division 5 Project Delivery Team

☒ Approved In adherence with 23 CFR 771 (NEPA) or NC General Statute
Chapter 113A Article 1 (SEPA), NCDOT approves this Consultation.
Or
☐ Certified NCDOT staff certifies if FHWA signature was previously required or
where changes have resulted in FHWA signature being required.

Date Ben Upshaw, P.E. for Joey Hopkins, P.E., Division 5 Engineer
NCDOT Division 5

FHWA Approved: FHWA signature required for Type I(B) CE, Type II(B) CE, Type III
CE, FONSI or ROD.

Date John F. Sullivan, III, PE, Division Administrator
Federal Highway Administration
John Braxton
12/11/2020
12/11/2020
12/11/2020
7 Updated 3/17/20

H. Project Commitments (as of December 14, 2020)
Wake County
SR 1635 (McCrimmon Pkwy.) from west of SR 1613 (Davis Dr.) to Perimeter Park Dr.
WBS No.: 50167.1.1, TIP No.: U-5747

NCDOT Division Construction – Division of Waste Management
The GeoEnvironmental Section will coordinate with NCDEQ’s Division of Waste Management
to manage the project’s impacts to the Koppers Superfund site.

NCDOT Geotechnical Unit/GeoEnvironmental Section
The Geotechnical Unit/GeoEnvironmental Section will further assess the potentially affected
properties for hazardous materials (Phase I and Phase II assessments) and make design and
right-of-way acquisition recommendations accordingly prior to final plans and right-of-way
authorization. Contaminated material at hazardous levels that are anticipated to be
encountered during construction will be managed by NCDOT. Non-hazardous contaminated
materials will be addressed by a project special provision.
A Phase I Environmental Site Assessment was completed for the Koppers Superfund Site
(Terracon, December 16, 2019). Contaminants of Concern (COCs) reportedly remain on-site
in surficial soil, subsurface soil and groundwater and risk is being managed by the owner
under the guidance of the USEPA Superfund program. A Materials Management Plan (MMP)
was completed for the Koppers Superfund Site (Terracon, June 5, 2020). This report is
intended to serve as a guide for vegetation, soil, groundwater and stormwater management
related to contaminated media during construction of the NCDOT project. The MMP should be
discussed with and made available to the appropriate personnel involved with the site
construction prior to initiation of site activities.
No additional Phase II assessments are required for the project. The GeoEnvironmental
Section will coordinate with the NCDOT Right of Way agent and USEPA/NCDEQ to purchase
the right of way at the Koppers superfund site. Project special provisions will be provided to
incorporate information provided in the Materials Protection Plan. The GeoEnvironmental
Section will provide the project special provisions which will be placed in the let package.

NCDOT Division 5 – Roadway Design
NCDOT will continue to coordinate with the Town of Morrisville regarding the design of the
project including landscaping and pedestrian accommodations at the Davis Drive intersection
as well as a cost-sharing agreement for bicycle and pedestrian facilities.

Federally Protected Species
Updated surveys will be completed for Bald eagle and Michaux’s sumac in Summer 2021.

Cultural Resources
A recent review of the project indicates expanded limits in areas not covered by the previous
cultural resource reviews (along Davis Drive near Parkside Valley Drive/Summer Sky Drive
and along McCrimmon Parkway near Perimeter Park Drive). The NCDOT Cultural Resources
Group is currently completing a review of this expanded area with findings expected by
February 2021.

Appendix 6
Section G (5)
-
USFWS Aquatic Species No Effect Concurrence
(12/2/2020)

Michaux’s Sumac Survey Letter (6/18/2021)

Red-Cockaded Woodpecker Letter (6/29/2021)

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 5 OFFICE
2612 NORTH DUKE STREET
DURHAM, NC 27704
CS# 17-27-03
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
2612 NORTH DUKE STREET
DURHAM, NC 27704

June 18, 2021

Attention: Chris Murray, SPWS
Project Engineer for Planning and Environmental Studies
From: Heather W. Montague
Division 5 Environmental Officer

Subject: Michaux’s sumac update for U-5747 in Wake County; McCrimmon Parkway
Widening

Mr. Murray,

Please accept this letter as a summary of the efforts made and resulting findings on the part of
NCDOT Division 5 to update the status of Michaux’s Sumac for the above referenced
project.

Species: Michaux’s sumac (Rhus michauxii)

Survey Date: June 18, 2021

Habitat Description/Survey Information: Prior to the survey a known population was
reviewed and found Michaux’s Sumac to be a low-growing, deciduous, and densely hairy
shrub. Habitat for this species exists within the maintained roadsides, forest edges, and utility
right of ways within the study area. A systematic survey of all areas of potential habitat was
conducted on June 18, 2021. No individuals of this species were identified during the survey.

Length of Survey: 2 Person Hour

Biological Conclusion: No Effect, but Habitat Present

Investigators:

Mitch Wimberley
Environmental Office
NCDOT Division 5

Brenna Copeland
Summer Engineering Assistant
NCDOT Division 5

If you have any questions or need additional information, please contact me at
[e-mail] or at [phone].

cc: U-5747 project file

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH, NC 27610

June 29, 2021

Memorandum

To: Christopher A. Murray, SPWS
Project Engineer for Planning and Environmental Studies
Project Delivery Unit - Division 5

From: Gordon Cashin
Environmental Analysis Unit

SUBJECT: Protected species update for red-cockaded woodpecker and bald eagle for SR
1635 (McCrimmon Parkway) Grade Separation, Widening, and Improvements,
Cary and Morrisville, Wake County, T.I.P. Project No. U-5747, WBS Element
No. 50167.1.1

Protected species were addressed in the Natural Resources Technical Report completed in
January 2019, based on field work conducted on May 2 and May 17, 2017 and September 12,
2018. I surveyed the project area on June 29, 2021, and reviewed NCNHP records and GIS data.

Red-cockaded woodpecker
USFWS optimal survey window: year-round; November – early March (optimal)
Biological Conclusion: No Effect

Surveys completed for the NRTR concluded that habitat for the red-cockaded woodpecker does
not occur within the project area. Forested areas within the study area, mostly comprised of
hardwoods and immature pines, were disturbed along the perimeters of development, with a
dense understory and closed canopy. I found this to still be the case, except that some forested
patches have been cleared for development since the NRTR fieldwork. In addition, a review of
the NCNHP database records, updated May 2021, indicates no known red-cockaded woodpecker
occurrences within 1.0 mile of the study area. Due to the lack of suitable habitat and the lack of
known occurrences, it has been determined that the proposed project will have no effect on the
red-cockaded woodpecker.

Bald Eagle
The bald eagle is protected under the Bald and Golden Eagle Protection Act, enforced by the
USFWS. Habitat for the bald eagle primarily consists of mature forests in proximity to large
bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically
within 1.0 mile of open water.

A desktop-GIS assessment of the project study area, as well as the area within a 1.0-mile

radius of the project limits, was performed on August 7, 2018, using color aerials, was
repeated on June 28, 2021. Two bodies of water large enough or sufficiently open to be
considered a potential feeding source were identified. A review of the NHP database
(updated May 2021) revealed no known occurrences of this species within 1.0 mile of the
project study area. Since there is foraging habitat within the review area, a survey of the
project study area and the area within 660 feet of the project limits was conducted by
Kimley-Horn biologists on May 15, 2018 and repeated by myself on June 29, 2021. No
nests or individuals were observed. Due to the lack of known occurrences and the lack of
observed individuals or nests, it has been determined that the proposed project will not
affect this species.

Appendix 7
Section G (7)
-
NCDOT Historical Architecture and Landscapes
Group No Survey Required Form (12/14/2020)

NCDOT Archaeology Group No Archaeologic al
Survey Required Form (12/23/2020)

Catawba Indian Nation Letter (12/9/2019)

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.

HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form supercedes that dated 19 December 2018
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.

PROJECT INFORMATION
Project No: U-5747 County: Wake
WBS No.: 50167.1.1 Document
Type:

Fed. Aid No: Funding: X State Federal

Federal
Permit(s):
X Yes No Permit
Type(s):
USACE
Project Description: Widen SR 1635 (McCrimmon Parkway) from west of SR 1613 (Davis Drive)
to Perimeter Park Drive and create grade separation across NC 54 (Chapel Hill Road) and the
Norfolk Southern Railroad in Morrisville (no off-site detour specified in review request).
Second expansion of study area required additional review for Section 106
compliance.

SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
DESCRIPTION OF REVIEW ACTIVITIES, RESULTS, AND CONCLUSIONS: HPOWeb reviewed on 3 August
2017, 19 December 2018, and 21 December 2020 yielded no NR, SL, SS, LD, or DE properties
in the Area of Potential Effects (APE), most recently expanded in November 2020. Wake
County current GIS mapping, aerial photography, and tax information indicated a developed
APE with mostly commercial and several residential and church resources dating predominantly
from the 1980s to the 2010s (viewed 3 August 2017, 19 December 2018, and 21 December
2020). A half dozen pre-1970 resources are all unexceptional, largely altered examples of their
types. The Carlton-Markham Cemetery (state archaeological site 31WA1641**), originally in
the NE quadrant of the McCrimmon Parkway/Church Street (SR 1637) intersection (PIN:
0746721255), was relocated around 2008 and is no longer present in the project area. Google
Maps “Street View” confirmed the absence of critical architectural and landscape resources in
the APE (viewed 3 August 2017, 19 December 2018, and 21 December 2020).
No architectural survey is required for the project as currently defined.
WHY THE AVAILABLE INFORMATION PROVIDES A RELIABLE BASIS FOR REASONABLY PREDICTING THAT
THERE ARE NO UNIDENTIFIED SIGNIFICANT HISTORIC ARCHITECTURAL OR LANDSCAPE RESOURCES IN
THE PROJECT AREA: APE equates with the original 2017 study area, plus a 100-foot buffer
around new Y-line improvements on SR 1613 (Davis Drive) and SR 1637 (Church Street) and
eleven subsequent additions to the study area (see attached maps). The county architectural
surveys (1988-91 and 2005-6) and related publication, as well as later studies, recorded no
properties in the APE (Kelly Lally, The Historic Architecture of Wake County, North Carolina (Raleigh:
Wake County Government, 1994)). County GIS/tax materials and other visuals support the
absence of significant architectural and landscape resources. No National Register-listed
oreligible properties are located within the APE. The project as currently defined is compliant
with both GS 121-12(a) and Section 106.
Should the project limits or design change, please notify NCDOT Historic
Architecture as additional review may be necessary.
17-07-0002
Revision #2
Project Tracking No. (Internal Use)

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
SUPPORT DOCUMENTATION

X Map(s) Previous Survey Info. Photos Correspondence Design Plans

FINDING BY NCDOT ARCHITECTURAL HISTORIAN

Historic Architecture and Landscapes -- NO SURVEY REQUIRED

23 December 2020
NCDOT Architectural Historian Date

U-5747, Wake County
WBS No. 50167.1.1
Revision #2
PA Tracking No. 17-07-0002

Page 2 of 2

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Study Area Additions (green), 2020
Project Tracking No.:
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
1 of 4
17-07-0002

NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: U-5747 County: Wake
WBS No: 50167.1.1 Document: M C C
F.A. No: Funding: State Federal
Federal Permit Required? Yes No Permit Type: nwp 14 / wqc 4135
Project Description: REVISION (2nd): Note, in November 2020, two small areas of extension were added
to the undertaking’s the Area of Potential Effects. The proposed improvements occur along existing
modern roadway facilities and measure approximately 300 feet each along the northern end of the Davis
Drive project limits and eastern limits at McCrimmon Parkway. Minor new ROW impacts may be
expected. As this additional APE also overlaps areas already extensively modified by modern development,
utilities, roads, drives and parking lots, it maintains the same characteristics as most of the project and does
not alter the recommendation of no archaeological survey being required for the project.
REVISED for as a federal undertaking; Section 106 applies. NCDOT proposes to widen McCrimmon
Parkway (SR 1635) from west of Davis Drive (SR 1613) to Church Street (SR 1637). A grade separation
is also proposed across Chapel Hill Road (NC 54) and the Norfolk-Southern Rail Road. This is a state
funded undertaking and though federal USACE permits (USACE NW 14 and WQC 4135) are anticipated.
Updated design plans were available at the time of this review and the APE has been revised slightly to
reflect more detailed information. This APE is shown below (See Figures 1 and 2). Overall the project
length is about 11,000 feet (approximately 2.1 miles). Some new location is required on the eastern third
of the project for the grade separation work where the APE will be wider (about 1000 feet) for the
realignment and to avoid possible wetlands. Otherwise the study APE is about 200 feet in width.
This is a state funded and with federal permits and, therefore as a federal undertaking, falls under Section
106 of the National Historic Preservation Act for purposes of archaeological review.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
McCrimmon Parkway is curently situated in a developed, urban setting according to USGS mapping
(Durham South) (Figure 1) and modern aerial photography. Ongoing construction along this roadway is
evident using Google Earth Pro to view aerials over the past 30 years. Infrastructure is present throughout
in the form of road improvements, sidewalks, utilities and and other upgrades that have majorly altered the
natural landforms within the APE.
Google and Bing street view tools were used and confirm the generally developed nature of the margins of
McCrimmon Parkway. Newly built projects have modified with entranceways, major landscape grading,
and assesments up to the ROW. Few undeveloped or forested parcels remain. In the area of new location,
the grade separation over NC 54, industrial sites appear in aerial photography to have greatly modified the
terrain. Some of the project area may have already been expanded, widened to the proposed cross section
already and may require little change.
Historic maps were examined to determine if any late historic structures, roads or other notations were
present to help establish the a context of the recent past, especially farms, industry, land and transportation
features which might offer hints to the presence of archaeological sites. The 1914 Soils Map of Wake
Project Tracking No.:
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
2 of 4
17-07-0002
County (MC.099.1914b) depicts SR 1635 in roughly the same location though with some variation and an
endpoint near Church Street. Few other structures or other notable elements are present, and, as would be
expected, the railroad was present over a hundred years ago in its same location. The USGS mapping also
shows an earlier, now abandoned rail line near the location of the grade separation which would have been
a spur line supporting industry.
The Office of State Archaeology was visited to review archaeological mapping and to reference any known
archaeological surveys and sites. Several environmental reviews cross the APE though few, if any, were
recommended for archaeological survey. One site is recorded, the Carlton-Markham Cemetery
(31Wa1641), at the northeast corner of McCrimmon Parkway and Church Street. Records with Wake
County indicate that this cemetery was relocated to Oakwood Cemetery in Raleigh around 2008 and is no
longer present as an archaeological resource. According to USGS mapping, other GIS sources and NCDOT
cemetery data maintained by Paul Mohler, no other cemeteries are recorded within the APE.
This project falls within a North Carolina County in which the following federally recognized tribes have
expressed an interest: Catawba Indian Nation. We recommend that you ensure that this documentation is
forwarded to these tribes using the process described in the current NCDOT Tribal Protocol and PA
Procedures Manual.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
Much of the APE has been modified by modern development, especially installation of roadways, utilities,
sidewalks on residential and industrial parcels. The probability for intact soils is low, as would be
undisturbed, significant archaeological sites. The new location grade separation crossing of NC 54 and the
railroad passes through already modified, industrial sites, including possibly an earlier light rail spur.
There are no known, recorded archaeological sites presents. Site 31Wa1641, a cemetery mapped within
the APE, has been removed for a decade. There are no NRHP archaeological sites present. It is unlikely
that significant, intact archaeological remains would be present and impacted by the project. For
archaeological review, this state funded undertaking should be considered compliant with Section 106.

SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
REVISED 12/14/2020
NCDOT ARCHAEOLOGIST Date
Project Tracking No.: 2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM NO ARCHAEOLOGICAL SURVEY REQUIRED FORM 3 of 4 17-07-0002 Figure 1. Vicinity of TIP # U-5747, PA 17-07-0002, the proposed widening of McCrimmon Parkway and Grade Separation over NC 54/RR in Morrisville, Wake County. The approximate APE is outlined over USGS mapping (Cary). Note the spur rail off the RR near NC 54. CaryNC -5 4
NC-540NC-540S R -1 6 1 3
S R -1 6 3 7
SR-1635SR-3015SR-2153SR-1632SR-1706SR-3126SR-1635SR-2153SR-1613SR-3126Kit CreekEsri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community, Copyright:© 2013 NationalGeographic Society, i-cubed00.510.25 Miles¯
Project Tracking No.: 2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM NO ARCHAEOLOGICAL SURVEY REQUIRED FORM 4 of 4 17-07-0002 Figure 2. Aerial map of U-5747, PA 17-07-0002, the proposed widening of McCrimmon Parkway and Grade Separated crossing of NC 54/RR. The approximate APE is the extent of the outline and includes minor revisions as noted. Note the degree of development.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 5 OFFICE
2612 NORTH DUKE STREET
DURHAM, NC 27704
CS# 17-27-03
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
2612 NORTH DUKE STREET
DURHAM, NC 27704