HomeMy WebLinkAbout20170732 Ver 1_401 Application_20170613Carpenter,Kristi
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Mellor, Colin
Tuesday, June 13, 2017 11:51 AM
'James.C.Lastinger@usace.army.mil'; Chapman, Amy
AI-Ghandour, Majed N; 'marella_buncick@fws.gov'; Hanks, Brian;
Carpenter,Kristi; Morgan, Stephen R; Mellor, Colin; Euliss, Amy;
NCDOT Service Account - Roadway Design; Staley, Mark K; Barclay,
Carl A; svc.pwayscue; Harmon, Beth; Harris, Philip S; Monte
Matthews (Monte.K.Matthews@usace.army.mil)
(Monte.K.Matthews@usace.army.mil); Tony Able
(Able.tony@Epa.gov) (Able.tony@Epa.gov); Riffey, Deanna;
Wanucha, Dave; Archer Sr, Wright; Capps, Karen B; Shumsky,
Michael J; Dagnino, Carla S
Permit Application for U-2827B Forsyth County
Follow up
Flagged
The Permit Application for U-2827B has been posted to the NCDOT website.
The electronic copy can be viewed / downloaded at
https://connect.ncdot.gov/resources/Environmental/
This email serves as NCDOT's permit application submittal to the NC Division of
Water Resources.
A hard copy will be provided to the US Army Corp of Engineers.
Thank you.
Colin
Colin Mellor
Group Leader — Environmental Coordination & Permitting
Natural Environment Section
North Carolina Department of Transportation
919 707 6139 office
cmellor ncdot.gov
1020 Birch Ridge Drive
Raleigh, NC, 27610
1598 Mail Service Center
Raleigh, NC 27699-1598
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
June 13, 2017
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. James Lastinger
NCDOT Division 9 Project Coordinator
7AMES H. TROGDON, III
SECRETARY
SUBJECT: Application for Section 404 General Permit No. 198200031 and Section 401
General Water Quality Certification No. 4088 for the proposed US 421/I-40
Business pavement reconstruction, bridge replacements and interchange
modiiications from west of 4`h St. to east of Church St., and a multi-use path from
4th St. to Liberty St., Forsyth County, Division 9. Federal Aid Project No. NHF-
0421(5), TIP Project No. U-2827B / G5620A.
Debit $570.00 from WBS 348723.4
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction for
approximately 12 miles of I-40 Business, bridge replacements, interchange modifications, and
widening of Peters Creek Parkway in Forsyth County. As part of the project, 8.5 miles of 2-2inch
parallel fiber optic conduits and signage for ITS communication will be installed. In conjunction
with U-2827B, project G5620A a multi-use path along US 421/I-40 Business from Lockland
Avenue to Liberty Street will be constructed. No jurisdictional impacts are proposed for the
installation of the fiber optic conduits, signage, and multi-use path.
There will be a total of 3801inear feet of permanent stream impact and 2361inear feet of temporary
stream impact associated with construction of the project. There will be no temporary or permanent
impacts to wetlands.
Please find enclosed the Pre-Construction Notification (PCN), stormwater management plan,
roadway permit drawings, utility permit drawings, roadway plans, N.C. Division of Mitigation
Services letter, Northern long-eared bat 4(d) memo, and Jurisdictional Determination. An
Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) were completed
MailingAddress: Telephone: (919) 707-6000 Locarion:
NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRIVE
Environmental Analysis Unit Customer Service: 1-877-368-4968 RALEIGH, NC 27610
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598 Website: wwwncdot.gov
for this project in February 2014 and February 2015, along with a Programmatic Categorical
Exclusion (PCE) in July 2016 for G5620A. Documents were distributed shortly thereafter. A Right
of Way Consultation updating the EA was completed in August 2016 to address the ITS
improvements and signing installation for U-2827B. Copies of these documents are available at the
NCDOT website: https:Uconnect.ncdot.gov/resources/Environmental.
The let date for this project was August 30, 2016. Final completion is anticipated in November
2020.
A copy of this permit application will be posted on the NCDOT Website at
https://connect.ncdot.�ov/resources/Environmental, under Quick Links > Permit Applications.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as an EA(U-2827B) and PCE (G5620A) in accordance with 23 CFR 771.115(b).
The NCDOT requests that the project be authorized by a General Permit 198200031 for interchange
improvements.
Section 401 Permit: We anticipate 401 General Certification number 4088 will apply to this project.
NCDOT is requesting written concurrence from the North Carolina Department of Environmental
Quality, Division of Water Resources.
If you have any questions or need additional information, please contact Deanna Riffey at either
driffey@ncdot.gov or (919) 707-6151.
Sincerely,
-f�/ �—�
o,� Philip S. Harris III, P.E., C.P.M.
� Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List
Michael Penney, NCDOT Design-Build
E������ti �ati, North Carolina Department of Transportation
St[)a 1ll�vdt+['!' Highway Stormwater Program ��
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 34872.3.4 TIP No.: U-28276 / C-5620A County ies): Forsyth Page 1 of 3
General Project Information
WBS Element: 34872.3.4 TIP Number: U-28276 / C-5620A Project T pe: Pavement Reconstruction Date: 5/4/2017
NCDOT Contact: Matt Lauffer Contractor / Designer: James Rice
Address: 1020 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 900
Raleigh, NC 27610 Raleigh, NC 27601
Phone: 919-707-6703 Phone: 919-232-6621
Email: mslauffer ncdot. ov Email: 'ames.rice hdrinc.com
Cit /Town: Winston Salem Count ies : Fors h
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Project Len th lin. miles or feet : 1.26 Surrounding Land Use: Urban
Proposed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 30.2 ac. 32.2 ac.
Typical Cross Section Description: 4 lane divided freeway w/ an 11 ft median: (2) 10 foot outside paved shoulders, (2) 12 4 lane divided freeway w/ an 11ft median: (2) 12 foot outside paved shoulders, (2) 12
foot travel lanes, (2) 5.5 foot paved median shoulder - Total width of 79' foot travel lanes, (2) 5.5 foot paved median shoulders - Total width Of 83'
Annual Avg Daily Traffic (veh/hrlday): Design/Future: 96,400 Year: 2040 Existing: 74,800 Year: 2011
General Project Narrative: The project consists of pavement reconstruction of approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, construction of multi-use path, and
(Description of Minimization of Water widening of Peters Creek Parkway. There is one culvert extension for a box culvert under Peters Creek Parkway, a pipe extension on the same tributary upstream of I-40
Quality Impacts) business where a supplemental pipe will be required, and a stream relocation for a small tributary that ties to the Peters Creek Tributary. An existing pipe that carries Tar Branch
will also need to be replaced within the ROW limits of the project. There will be an additional 5.0 acres of impervious area added to the project due to the widening of Peters
Creek Parkway. Stormwater control measures in the form of Media Filters have been proposed in this area to incorporate some stromwater treatment for part of this additional
impervious area. In other areas of the project, there has been a decrease of impervious area by 7.0 acres due to the removal of select ramps and loops (see plans). The
proposed project has a net reduction in Impervious area of 2.0 acres. The Design-Build Team has also flattened proposed ditches whenever possible to aide in as much
treatment as possible.
Waterbod Information
Surface Water Body (1): UT to Peters Creek NCDWR Stream Index No.: NA - Peters Creek: 12-94-12-8
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: SA Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
����jl�� ���� North Carolina Department of Transportation
�ttti ll]�� ilt�'i, Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN ' r '
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsy[h Page 2 of 3
Additional Waterbod Information
Surface Water Bod 2): Tar Branch NCDWR Stream Index No.: 12-94-12-7
NCDWR Surtace Water Classification for Water Body Primary Classification: Class C
Su lemental Classification: None
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: N/A
Project Includes Bridge Spannin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 3: NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Prima Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer?
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
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (4): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Su lemental Classification:
Other Stream Classification:
Im airments:
Aquatic T8E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer?
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
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (5): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
1 li,t;l���'il!' North Carolina Department of Transportation
S cc�rii t`vai�r
,,. .,.,_ Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsyth Page 3 of 3
Other Best Management Practices
New Built-Upon Precipitation Depth
Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. Road and Non Road Projects Water Body BMP Type (ac) (ac) (ac-ft) in w/ Buffer Rules?
4 -L- 18+30 Rt. (1)UT to Peters Filtration Basin 6.1 1.2 0.11 1.16 No
36.089239/-80.256948 Creek
4 -L- 21+g5 Lt. (1)UT to Peters Filtration Basin 4.6 1.4 0.13 1.17 No
36.090372/-80.256302 Creek
Additional Comments
�oFWarF9Q Office Use Only:
i � o � Corps action ID no.
i,. , i Q Y DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 198200031
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu � Yes ❑ No
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: U-2827B - US 421 /I-40 Business pavement reconstruction, bridge replacements,
interchange modifications, and widening of Peters Creek Parkway in Forsyth County.
2b. County: Forsyth
2c. Nearest municipality / town: Winston-Salem
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state U_2827g
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6151
3g. Fax no.: (919) 212-5785
3h. Email address: driffey@ncdot.gov
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgenUConsultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 36.089888 Longitude: - 80.258213
1 c. Property size: Approx.32.2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Peters Creek, Tar Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: Class C
2c. River basin: Yadkin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Land use within the project vicinity consists mainly of residential, commercial and industrial areas.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands within the project study area.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 5,900 linear feet of stream were identified within the project study area for the U-2728B roadway
improvements.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to improve traffic flow, operations and safety on US 421/I-40 Business from west
of Fourth Street to east of Church Street.
3e. Describe the overall project in detail, including the type of equipment to be used:
The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction for approximately 1.2
miles of I-40 Business, bridge replacements, interchange modifications, construction of a multi-use path, and widening of
Peters Creek Parkway. Full control of access will be maintained. The project will improve interchange spacing and
geometrics by reducing the number of interchanges from six (6) existing interchanges (two full and four partial movement)
to three (3) interchanges (two full and one partial movement). In conjunction with U-2827B, project C-5620A, which is a
multi-use path along US 421/I-40 Business from Lockland Avenue to Liberty Street, will be constructed. Standard road
buildin e ui ment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary � Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): NCDOT Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
06/09/2014 (Action ID 200901193)
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Tem ora T
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 2❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 5❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 6❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetland impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, width
Temporary (T) (INT)? 10 (feet)
DWQ — non-
404, other)
Slip Line
Site 1� P❑ T Extend 48" UT to Peters Creek � PER � Corps 12 214
and Extend (SB) ❑ INT ❑ DWQ
with 42"
Slip Line
Site 1❑ P� T Extend 48" UT to Peters Creek � PER � Corps 12 10
and Extend (SB) ❑ INT ❑ DWQ
with 42"
Site 2� P❑ T 5'X6' RCBC UT to Peters Creek � PER � Corps 12 50
(SB) ❑ INT ❑ DWQ
Site 2❑ P� T 5'X6' RCBC UT to Peters Creek � PER � Corps 12 10
(SB) ❑ INT ❑ DWQ
Site 2� P❑ T Bank UT to Peters Creek � PER � Corps 12 33
Stabilization (SB) ❑ INT ❑ DWQ
Site 3� P❑ T Stream UT to Peters Creek � PER � Corps 2_4 42
Relocation (SA) ❑ INT ❑ DWQ
Site 3❑ P� T Stream UT to Peters Creek � PER � Corps 2_4 10
Relocation (SA) ❑ INT ❑ DWQ
Site 4❑ P� T 78�� CMP Tar Branch � PER � Corps 6-8 196
Dewatering ❑ INT ❑ DWQ
Site 1� P❑ T 12" Sanitary UT to Peters Creek � PER � Corps 12 20
Sewer (SB) ❑ INT ❑ DWQ
Site 1❑ P� T 12" Sanitary UT to Peters Creek � PER � Corps 12 10
Sewer (SB) ❑ INT ❑ DWQ
Site 2� P❑ T 18" Sanitary UT to Peters Creek � PER � Corps 12 21
Sewer (SB) ❑ INT ❑ DWQ
380'
3h. Total stream and tributary impacts Permanent,
236'
temporary
3i. Camments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments: No open water impacts
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Flo
Flooded Filled Excavated ode Filled Excavated Flooded
d
P1
P2
5f. Total
5g. Comments: No pond impacts
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem ora T re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑ P ❑ T ❑ Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: There are no regulated buffers within the project area.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Improvements to Peters Creek Parkway (NC 150) have caused the stormwater system in this area to be redesigned. Toe
protection (rip-rap) has been placed at the base of the fill slope adjacent to the upstream section of stream SB. This
design element would assist in preventing fill slope failure. Stormwater control measures in the form of Media Filters at
Peters Creek Parkway loops have been proposed, where possible, to incorporate some stormwater treatment and
introduce stormwater detention to the system. Due to the urban nature of the project there are limited opportunities to
achieve grass swale credit.
As noted in the 4B Merger Team meeting on February 8, 2016, the overall project is reducing impervious surface area by
—2 acres. Minimization efforts to bury the 42" pipe extension for fish passage at Site 1 was not feasible since it is part of a
larger pipe system that does not allow fish passage.
Bore pits that may be required for trenchless installation of pipes are all outside jurisdictional resources.
Bank stabilization will be used at Site 2 to minimize future scour and sedimentation at the 18" pipe and stream relocation
area.
Avoidance of historic resources at Y1 Sta. 30+00 — 31+50 Rt will be attained by the extension of a retaining wall. See
hydraulic plan notes.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Dewatering of Tar Branch for the replacement of a 78" will be constructed in phases to minimize turbidity to Tar Branch. A
more comprehensive plan will be developed in conjunction with Roadside Environmental staff prior to construction.
NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the
Protection of Surface Waters will be employed.
Temporary fill areas associated with stream crossings will be revegetated and seeded with native seeds according to the
special provisions in the erosion control plans. During the preconstruction meeting, these specifications will be reviewed
with the agencies and contractor. All jurisdictional areas not affected by the project will be protected from unnecessary
encroachment.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State? �f no, ex lain
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 347 linear feet
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: See attached DMS letter.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments: There are no state regulated buffers for the project area.
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached Stormwater Management Plan and Project Plan Sheets.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No N/A
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter. )
� Yes ❑ No
Comments: See attached Project Commitments developed during preparation of
the Environmental Assessment/Finding of No Significant Impact dated February
2015.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? � No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The following was summarized from Section V. Indirect and Cumulative Effects of the Environmental Assessment approved
February 2014. The project will be confined almost entirely to the existing US 421/I-40 Business right-of-way and will
essentially reconfigure interchanges thus changing access. Travel patterns will be shifted due to this project but are unlikely
to create changes in land use as a result of the project. Furthermore there is very limited available land in the Future Land
Use Study Area (FLUSA). Implementation of the US 421/I-40 Business project would not contribute, in conjunction with past,
present, or future projects, to significantly adverse indirect or cumulative effects on the resources in the FLUSA.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Not applicable
10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS county list and NCNHP database were consulted for Forsyth County. A No Effect Biological Conclusion was
determined for small anthered bittercress since suitable habitat is not present within the study area (NRTR
documentation). Since the approval of the EA and FONSI, the Northern long-eared bat has been listed for Forsyth
County. A memo regarding the projecYs 4(d) compliance was sent to the USFWS on July 25, 2016 (see attached).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Environmental Assessment (EA) approved February 2014 and Finding of No Significant Impact (FONSI) approved
February 2015.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
Digitally signed by Colin Mellor
. DN: cn=Colin Mellor, o=NCDOT,
�o.� Philip S. Harris III, P.E., C.P.M. �ol i n Mel lor °"�SEs,email=cmellor@ncdot.gov, 06-13-2017
Applicant/Agent's Printed Name Date:2017.06.1317:41:04-04�00� Date
Applicant/AgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
11
.f.:o,:�. : ru.'xn ::s..'u�n...":r
U.S. ARMY CORPS OF ENGINEERS -
WILMINGTON DISTRICT D C� C� C� 0 M C�
Action Id. 200901193 County: Forsvth U.S.G.S. Quad:. Winst m East
NOTIFICATION OF JURISDICTIONAL DETERMINATI �U� � I 2014
Property Owner/Agent: Deanna Riffev OFFICE OF NATURAL ENVIRONMENT
Address: NC DOT
1598 Mail Service Center
Raleieh, NC 27699-1598
Telephone No.: 919 715-7217 -- �-'`�'�'`''""." '. `
Property description:
Size (acres) 40 Nearest Town Winston-Salem
Nearest Waterway Peters Creek & Tar Branch River Basin Yadkin River
USGS HUC 03040101 Coordinates N 36.0899935 W-80.2576873
Location description I-40 BUS US-421/158 from west of 4`�' Street to east of Church Street, adiacent to Peters Creek
and Tar Branch, in Winston-Salem, in Forsvth Countv, North Carolina. TIP U-2827B.
Per vour request dated June 6 2014, this iurisdiction determination is reveri�ed without change from ori�inal
verification.
Indicate Which of the Followin� Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this
notification.
X Tllere are waters of the U.S. on the above described project area subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatoiy Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unfess there is a change in the law or our
published regulations, this determination ►nay be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
Action ID:
_ 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 Washington, NC, at (252) 946-6481 to detennine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25.
C. Basis For Determination
There are stream channels within vour proiect site which are tributaries of Peters Creek and Tar Branch which flows
into the Yadkin River and the Atlantic Ocean.
D. Remarks
E. AppealS InfOrmatlon (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:
District Engineer, Wilmington Regulatory Division
Attn:Jean Manuele, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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 District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA fo,r�m, it must be received at the above address by August 9, 2019.
**It is not necessary to submit an RF/��orm to the
correspondence.** /
Corps Regulatory Official:
Office i� you do not object to the determination in this
Date 06/09/2014 � Expiraty6n�Date 06/09/2019
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 our website at httn:%-'re�rulatot•Y.usacesurvev.comi to
complete the survey online.
Copy furnished:
Page 2 of 2
Environmental
Quality
R�Y COOPER
Governor
May 18, 2017
Mr. Philip S. Harris, P.E., CPM
Project Development and Environmental A.nalysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: �EP Mitigation Acceptance Letter:
U-2827B, Winston-Salem — I-40 Business / US 421 from East of Church Street to West of 4"'
Street, Forsyth County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on May 17, 2017, the
impacts are located in CU 03040141 of the Yadkin River basui in the Central Piedtnont (CP) Eco-Region, and are as
follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040101 Non- Caastal
Cp Cold Cool Warm Riparian Ri arian Marsh Zone 1 Zane 2
Impacts (feet/acres) 0 0 347.0 0 0 0 0 0
This mitigation acceptance letter replaces the mifigation acceptance letter issued on July 27, 2016. This
impact and associated mitigatian need were under projected by the NCDOT in the 2016 impact data. DMS will commit to
implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as
determined by the regulatory agencies using the delivery timeline listed in Section F3.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 nevrr mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
Jame B Stanfill
EEP edit Management Supervisor
cc: Mr. James Lastinger, USACE Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: U-2827B Revised
�Nothing Comparesti
State of North Carolina I Environmenta! Quality
217 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina Z7699-1601
919 7Q7 $600
iransportatian
July 25, 20 ] 6
PRT McCRC7RY
Covernor
N[CHQ�.AS J. TEI'JNYSQN
Secretary
MEMORANDUM TO: Deanna Riffey, Environmental Seniar Specialist
Environmental Coordination & Permitting Group Eastern, NES -
PDEA
CC:
:�U
Karen B. Capps, PE, Design-Build Squad Leader
Design-Build
Chris Manley, Environmental Program Consultant
Biological Surveys Group, NES - PDEA
SUBJECT: Streamlin�e Section 7 Consultation for the Northern Long-Eared Bat
associated with the improvements to US 421/I-40 Business in Forsyth
County, TIP No. U-2827B.
The North Carolina Department of Transportation (NCDOT, Division 9) proposes to improve US
421 / I-40 Business. The proposed project involves pavement reconstruction, bridge
replacements, and interchange modiiications from west of Fourth Street to east of Church Street;
and Multi-Use Path from Fourth Street to Liberty Street in Forsyth County, TIP No. U-2827B.
This section of US 42UI-40 Business was designed in the early 1950's, constructed in the late
1950's and was opened in 1958 as Winston-Salem's East-West Expressway. This facility was
designated as the first section of I-40 in North Carolina. With the relocation of I-40 south of
Winston-Salem, from the US 421/I-40 split west of Winston-Salem to west of Deep River, in
1992 the original I-40 was designated as I-40 Business. In 1992, rehabilitation of I-40 Business
from US 421 to Linville Road began. Originally, NCDOT envisioned the US 421/I-40 Business
project as a pavement rehabilitation effort. However, as the project evolved, NCDOT realized
that minor rehabilitation would not address the safety and mobility deficiencies throughout the
corridor. Thus, NCDOT incorporated more operational and safety improvements into the project
scope.
The project to improve US 42]/I-40 Business has been reviewed for effects on the northern long-
eared bat (NLEB). As of May 4, 2015, NLEB is listed by the U.S. Fish and Wildlife Service
(USFWS) as "Threatened" under the Endangered Species Act of 1973. As of July 21, 2016,
NLEB is listed by USFWS (http://www.fws.gov/raleigh/species/cntylist/nc_counties.html) as
"probable/potential" in Forsyth County. USFWS also established a final rule under the authority
of section 4(d) of the Endangered Species Act that provides measures for the conservation of
NLEB. The USFWS has tailored the final 4(d) rule to prohibit the take of NLEB from certain
activities within areas where they are in decline. This incidental take protection applies only to
known NLEB occupied maternity roost trees and known NLEB hibernacula. Effective February
16, 2016, incidental take resulting from tree removal is prohibited if it 1) occurs within a'/a mile
�Nothing Cor�pares'��
State of North Carolina I Department of Transportation I PDEA-Natural Environment Section
1020 Birch Ridge Drive, Raleigh, NC 27610 � 1598 Mail Service Center, Raleigh, NC 27699-1555
919 707 6000 T � 919 212 5785 F
radius of known NLEB hibernacula; or 2) cuts or destroys known occupied maternity roost trees,
or any other trees within a 150-foot radius from the known maternity tree during the pup season
(June 1-July 31).
According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most
recently updated July 2016, the nearest NLEB hibernacula record is 87 miles west of the
project (EO ID 32171) and no known NLEB roost trees occur within 150 feet of the project
area. EO 32171 represents Black Rock Cliffs Cave near Grandfather Mountain with multiple
observations from 1986 to 2011.
NCDOT has also reviewed the USFWS Asheville Field office website
(http://www.fws.gov/asheville/htmis/project_review/NLEB_in WNC.html) for consistency with
NHP records. This project is located entirely outside of the red highlighted areas (12-digit HUC)
that the USFWS Asheville Field Office has determined to be representative of an area that may
require consultation.
For the proposed action, NCDOT has committed to the conservation measures listed below:
1) No alterations of a known hibernacula entrance or interior environment if it impairs
an essential behavioral pattern, including sheltering northern long-eared bats
(January 1 through December 31);
2) No tree removal within a 0.25 mile radius of a known hibernacula (January 1
through December 31); and
3) No cutting or destroying a known, occupied maternity roost tree, or any other trees
within a 150-foot radius from the known, occupied maternity tree during the period
from June 1 through and including July 31.
NCDOT has determined that the proposed action does not require separate
consultation on the grounds that the proposed action is consistent with the final
Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. NCDOT
may presume its determination is informed by best available information and consider
Section 7 responsibilities fulfilled for NLEB.
If you need any additional information, please contact Chris Manley at 919-707-6135.
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Prepore� for tl� Office of: H1'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2011 = 74,soo DIVISIOIV OF HIGHWAYS p,E,
$� 2$ 0 $0 ��� I000 Birch Ridge Dr., Raleigh NC, 27610 �� ���P�
ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-28276 = 1.246 MILES �� �°��
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TOTAL LENGTH TIP PROJECT U-2827B = 1.260 MILES rao�scr sxcrnEax ROADWAY DESIGN � �
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FUNC CLASS = FREEWAY LETTING DATE: JAMES RICE, P.E. �� g����
10 5 0 10 20
STATEWIDE TIER BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION AUGUST 30, 2016 rxo�scr Dss.cx ENcrNssrz
PROFILE (VERTICAL) LYDIA BUEHRER, P.E.
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N.C.B.E.LS. License Number F-0116 ROADWAV oesi�N HYDRAULICS
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LEG E N D
GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO.
20 0 20 40 U-28276 C-5620A 5A
� I�I R^N SHEET NO.
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J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601
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PERMIT DRAWING
SHEET 11 pF 13
LEG E N D
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
NOTE:
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FLOW LINE OF TAR BRANCH TO ACCOUNT FOR
DEWATERING DURING PIPE RELOCATION.
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REMOVE -
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PERMIT DRAWING
SHEET 12 OF 13
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (fit) (fit)
1 17+35 -L- LT 42" RCP-IV 0.02 < 0.01 214 10
2 33+90 -Y1- LT 5'X6' RCBC < 0.01 < 0.01 50 10
2 33+90 -Y1- LT BANK STABILIZATION < 0.01 33
3 32+30 -Y1- LT STREAM RELOCATION < 0.01 < 0.01 42 10
4 41+85 -L- 78" CMP DE-WATERING 0.03 196
TOTALS*: 0.03 0.03 339 226 0
*Rounded totals are sum of actual impacts
NOTES:
PROPOSED STREAM RELOCATION AT SITE 3= 42'
2016 09 09
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Prepore� for tl� Office of: H1'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2011 = 74,soo DIVISIOIV OF HIGHWAYS p,E,
$� 2$ 0 $0 ��� I000 Birch Ridge Dr., Raleigh NC, 27610 �� ���P�
ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-28276 = 1.246 MILES �� �°��
DHV = 9% 2012 STANDARD SPEClFICAT/ONS ��' ��
PLANS D= 60% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.014 MILES JAMES RICE, P.E. � a
50 25 0 50 t00 T= 13% * RIGHT OF WAY DATE: RODNEY MONEY� P,E. SIGNATURE: � �
TOTAL LENGTH TIP PROJECT U-2827B = 1.260 MILES rao�scr sxcrnEax ROADWAY DESIGN � �
V= 50 MPH AUGUST 30. 2016 ENGINEER PE. �� ��
PROFILE (HORIZONTAL) * �TTST 7% + DUALS 6%) �� ���
FUNC CLASS = FREEWAY LETTING DATE: JAMES RICE, P.E. �� g����
10 5 0 10 20
STATEWIDE TIER BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION AUGUST 30, 2016 rxo�scr Dss.cx ENcrNssrz
PROFILE (VERTICAL) LYDIA BUEHRER, P.E.
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20 0 20 40 U-28276 C-5620A 4A
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GRAPHIC SCALE PROIECT REFERENCE NO. SHEET NO.
20 0 20 40 U-28276 C-5620A 4A
� I�I R^N SHEET NO.
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PLANS ENGINEER ENGINEER
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DO NOT USE FOR / W ACQUISITION
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�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601
N.C.B.E.LS. License Number F-0116
UTILITY PERMIT DRAWING
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20 0 20 40 U-28276 C-5620A 46
� I�I R^N SHEET NO.
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PLANS ENGINEER ENGINEER
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DO NOT USE FOR / W qCQUI9ITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
��� 1�1�)tC�Q
�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601
N.C.B.E.LS. License Number F-0116
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ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
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�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayeiteville St, Smte 900 Raleigh, N C 27601
N.C.B.E.LS. License Number F-0116
UTILITY PERMIT DRAWING
SHEET � OF a
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (fit) (fit)
1 25+40 -Y1- RT 12" SANITARY SEWER < 0.01 < 0.01 20 10
2 30+90 -YI- LT 18" SANITARY SEWER 0.02 21
TOTALS*: 0.02 < 0.01 41 10 0
*Rounded totals are sum of actual impacts
NOTES:
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Prepared for tl� Offlce of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2011 = 74,$0o DIVISIOIV OF HIGHWAYS pg
50 25 0 5o t00 ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-2827B = 1.246 MILES 1000 Birch a=dge Dr., x�.te��i, Nc„ z�6�o �� �� �o���, �,�o
DHV = 9% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.014 MILES zai2 szAxnAnn SPEGIF'ICA770NS �� �°o
PLANS D= 60% JAMES RICE, P.E. � �
so 25 0 so too T= 130�0 * TOTAL LENGTH TIP PROJECT U-28276 = 1.260 MILES RIGHT OF WAY DATE: RODNEY MONEY� P,E. SIGNATURF.: � o
PROJBCT ENGfNEER ROADWAY DESlGN
V= 50 MPH AUGUST 30, ZOIb ENGINEER ,..E. �� ��
PROFILE (HORIZONTAL) *(TTST 7% + DUALS 6%) �"z' o� ������o�'
io s 0 io 2p FUNC CLASS = FREEWAY gRIDGE LENGTH BASED ON CENTERLWE PROJECTION STATION �TTING DATE: JAMES RICE, P.E.
STATEWIDE TIER AUGUST .30, �LO�b pROJECT DESfGN ENGINEF.R
PROFILE (VERTICAL) NCDOT CONTACT: K. ZAK HAMIDi, PE, DESIGN BUILD UNIT LYDIA BUEHRER, P.E.
SIGNAT'UAE:
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STRU CTU RE S ITE 1: —Y— OVE R—L—
SEE PLAN SH EET 4
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PROJECT REFERENCE NO.
U-2827B, C-5620A
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2 B-1
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
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SHEET 5
20'
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PROJECT REFERENCE NO.
U-2827B, C-5620A
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2 B-3
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�Cpt�je
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
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RM/ SHEET NO.
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ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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` �Cpt�je
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HDR Engineering, Inc. of the Carolinas
Od'- ' ��� '�ti 86o WEST EN D 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
17+00.00 ±
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PROJECT REFERENCE NO.
U-2827B, C-5620A
RM/ SHEET NO.
ROADWAY DESIGN
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2 B-10
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SEE SHEET NO. 2B-12 FOR FUTURE -MUP3- PROFILE
SEE SHEET NO. 2B-13 FOR FUTURE -MUP5- PROFILE
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BEGIN�NOISEWALL BEGIN TIP PROJECT U-2827B
F 6EGIN CONC.BARRIER BEGIN CONSTRUCTION
' � SHLDR WIDENING
� -L- Sta. 5+92.00
� -L- PCC Sfo.6+6039
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END NOISE WALI
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INSET A �
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Pl Sta 10+6628
p = 2'49' 24.T' fLT!
D = 3' 29' 45.(Y
L = 80.n'
T = 4039'
R = 1,638.97'
V=EX.
e = EX.
Pl Sto /3+6/.5/
�= 8' 58' 55.2' fRTJ
D = lP 27' 33.0'
L = 78.38'
T = 3927'
R = 500A0'
V = l5 mph
e = 02
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f'rST,
-Y�B- P� Sto. ��+�5.0� �p /F o56 0� � 2�� O
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Z O Oq CONCRETE
// �3 �Ozz ISL4ND �
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Pl Sto 10+53.94 Pl Sto 11+2426 Pl Sto 16+95.99 Pl S�o 20+1OB9 Pl Sto 20+52.77
�_ l8'30'3U"(LTI p= 3'39'37.9'(LTJ p= 0'58'17.2'(RTJ p= P32'58.3 fRTJ 0= P43 /8.8'fLTJ
D= lT l8' 242' D= l0' 34' 33J' D= 0' 25' 293' D= E l8' 28.9' D= 2' 54' 3/.9'
L=/06.94' L= 345/' L= 228.68' L= 24.56' L= 59J9'
T= 53.94' T= l73/' T= 114.34' T= 1228' T= 29.60'
R= 331.06' R= 54/.76' R= 13.48753' R= 908.32' R=/,969.7/'
V=EX. V=EX. V=EX. V=EX. V=EX.
e= EX. e= EX. e= EX. e= EX. e= EX.
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p= r 32' 58.3" fRT) p= r43' 18.8' fLTJ BEGIN CULVERT �'��' �'
� -MUP3- STA 10+23.00 �i� X �' 5���� ' �
D= 6 27' 12.7' D= 2' S2' 44.0' __ 1 ,o .�,�'a
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//
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PAR'fNERS. LLC / � ➢��
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L= 24p1' L= 59$/, / _ 11 i �wG e� 9 e- F \� aennove cs k� �
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R= 887.82' R=/,9902/' / P2- POT Sta. IO+OOAO = �
- UP3- POT Sta. IO+OOAO `� � � �5��� R �`Fs ��
V= l5 mph V= l5 mph � R � c&�' SPe� o \
e= 02 e= 02 F �`� , 9�� e �otN -YIB- POT Sto. l2+15.39= � ��
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B GIN CONSTRUCTION �o �� � ,�t,- RE �E �� o. �
,' �� '��s �s o �. s Sr�r ozr• E `�� �-
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RETAINING WALL � `' � OO �
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RETAININ WALL Q QV ,E, � � .
� - UPl- PC Sta.10+88A6 `J � \ � �� �3 qP�' �� *Q�2 '3`e REMOVE 1B
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�• - UPl- PT Sta. 11+47.0/ ��// � `�'. ,ti o� e„ ,' M � \
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PROIECT REFERENCE NO. SHEET NO.
-Y2A U-28276,C-5620A 4
3- PC SIO.10+00.00 PI StO lB+ZO.36 ww SHEEr NO.
�= 28' 24' 34.9' fLT1 ROADWAY DESIGN HYDRAULICS
D = 1522� �ZB� ENGINEER ENGINEER
L = 173.54'
T = 88.60'
�^��L & FILL R = 350A0�
EXISTING V = 30 mpn
`4- Sta. 10+28.77 e = �
3- PCC Sfo.1I+06.94 1 HOLLY AVE.
j HISTORIC
� DISTRICT
DOCUMENT NOT CONSIDERED FINAL
I UNLESS ALL SIGNATURES COMPLETED
-Y A- P j
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� RFTq ��•�20 �` N.C.B.E.L.S. License Number: F-0116
n� N 411
-Y2A- POC Sta. 18+99.80= '� � � �
-Y - 0 S�a. l0+ 5.08 � ^'N
- 4. � 043 056 REiq� N
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D= 63' 39' 43J' � -Y - PC Sto. 11+90.07. 16.50' LT -Y4- PC S1a. 11+90A7 ca 1 N N
L = /27.7/' " � m 13 �-
T= 7728' � a ia ly 28' l4' 35.4' yy 41 ,5,
I9m�� �'��_� �rJ -l�4B- PC Sf�. �Q�'��J2 C� I� RCP-IV
R = �.�� � 2'-6" C&G
V= l5 mph � mp> 16 -Y4B- PT Sto.10+84.30 = '
e = RC " " �
oJ '"� � 17 S 8505' 52.6' E � � "' � i x e�F� 2
-Y- POT SfO.IO"fOO.00 WEST END // E �WRETRINIFENCEALL / Q\`� ��OL�\ O MO CB 043 B I CO STRUCTIO N n�� � e � til 41 15"
S 2'Q3' 58.6' . YIRPA- POT ta. l�/+6�/ = F/ ��� � � � " � ecr-iv
HISTORIC DISTRICT P� f Bc�� - u - 0 Sta.1o+00A0 = � ��' ��' ��' "' �"
/ -Yl- POT Sto.2/+ 9.99 e-E`�` f � a' F -�: m F �B�F�
-Y- PC Sta.10+2589 � o`� aeMove F 2 ,E -Yl- POT Sio. 19+8682.5486' LT 215 -Y4- PT Sto.12+88.54 � c�
� S l0' l0' 30.T �'� � U, � .s ,,,
- P- P f I � �J � MUP2+23 END C �] O � � N
RETAINING WAIL � 2 43 E� -�UP4- PC Sta. 10+03J5 �,
END CONSTRUCTION � F� 's END CULVERT BEGIN WALLS `"es"'ch;'S, E II^ N erzrarE W� �
-YILPA- POT Sfa. 15+3389= Ob �B�F� -MUP3- STA 12+27.0 'P�,eq' �° •�� 1 9oso � �, mom MATCHLINE
-MUP2- Sta. 13+80.12 � � R -o, --� -
-Yl- POT Sto.2/+68.99 zoo-�o-aoo � Q F - UP4- PT Sfo.11+30.87 B�;E�n�� x �
-W Yl 2- +14 Y1+5 BEGI 410 1 0-11A �� / STADIl1M '^ b� F.-. � :.. -Y4- STA. 13 + 00
- UP2- PT Sto. l4+QQ,(2 . oise nu , w ti s z7•s7'�9° E
-Y- PT Sfo. 11+06.65 `� �' 4� � ti 66�4 �;�
BEGIN RET. WALL / � � b 77 i4 I o�
END ORN FENCE /� / JQ \�� � � � p I mr
BEGIN CL FENCE V / Q' �. p5 . 43.8 X ES �� / ��'�
-�- Pcc sro. �o+oo.00 �_ ' , �,P� ,5 0°`� � o y � s . �1 � _ ' -r3- Pc sfo. �s+sLsS _--- SEE SHEET 5
O � � `F- �G i ^w � -YIRPA- ST Sta. /5+/9.47 ���� � eg5g,g60� .. � 89.83'
UP2- POT Slo.14+08.85 3q. Q �' F,� � � s ,', n^ N 63°SY28' E
- Y l- O l 0. f . O� F i�at 0 , ti5� � a S o l �^ \\ \�, / ss ,�.5 �nm o e, � �_-__
� � 11 -'CB�F) x"'l 5 d.. Q _ � \2 W '� ACCE55iB�E FOuiE 9e ��� --�. - , �_� _-,. ..ti2' -
O DI F o, eASEMENr
BEGIN APPROACH SLAB �/ +9z, eNo p o O �.�f X' o°' as %. o` 8 � � ^nur3-6q eND o c F �� -' -� �u E
W Yl 2- K (',o � 0'�F o„�ro �c[a aa sa vc iea � m ;13'IY9' E
% RET. WALL �� .� a9 ra. - lUP4- POT Sto.13+79.05 � m�' ���---�
�� -Y- STA 13 + 01.12 � � � o` � -
� o TRIPLE PLAY PARTNERS.LLC
J ca O � RETp�ING WALL = DB 2962 PG 2882 I3. 0� oN ���- Q"�5' R�� TrF'
TOE PROTECTION P�/ 3q ?� ��� ' o /�i. % PB 54 PG 182 N 222'4rE Oyv ss .�-_-
� BEGIN BRIDGE F F o z. oti o o �- . '� oa�v �- -
.`, S E E S H E E T 2 D- 1' 3 � C l 200-70-600 �C` � P / \ CoOg y � �T� I ¢�� 6"S T ON E C U R B __�.
� + 6 BEGIN -Y- STA �3-I-�S.�Z r V oeTaa�a� \ �� a r �- q ' . -
� ONC. BARRIER � EST. 75 TONS p c� R / � 6 °` e
� ➢5 $Y. GEO-TEXTILE �f GQ �' Y � �� 1.0-11.0 " ��. b � �FT To 1B w/MH a�a °"� �BROG��
NOI E WALL � � \ , � �\ � C \ 9� T> I_ N'^ D E V�'..
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-/� ! B � � \ Wq yAPIdOLE �IIDiN
'J O i � 044 fj w { � MUP4+79 END e � I o I, m eusuc unurv cnseUe�v 9�� T i ._ ��
� oaoi -Y- POT Sto. /3+65.76 R } SLIP LINE EX 48" RCP p 2 � F i �� � o c F � -YIRPA- CS Sto. 13+5/.47 aW �, o z � �PCA Pa 54 oc ai� „ ae e
� � 15" p -Y- Sla. �2+0O.00CO�LAR AND EXTEND UF � O !- � � �'� '� G�'� ETAINING WALL -� w
I�� ' 040 2GI(D� RETAIN CB +5 END v W/42" RGP-IV 411 CB�F) �� � J E VE (,�� / \ � F �F,P �� �� 15„ o, '�II - - �➢. �
W/PG +5 BEGM EGIN ORN � BEGIN APPROACH SLAB 045 \ p b �� x� Q-�' C CP-III E N D C O N S T R U C T I O N �.'_43 E / a9 �T � � �' � �
V � CONC. DITCH i � � 'L� 048 "' � m I 30.00�
L 5 � FENCE -�'�- $Ti{ 2Jr+9�.2� 045 HW � Q 7g�- REMOVE � d/s o � -MUP3- Sta. 15+80.00 = � ��.. J-
•` �-E \ �pb 6• HW (• 0 Q\ 4 16 w/MH �B '� 2GI(D) `"i � '_ �.
� Fi wiT � Pj„ �B _�_ +io eNo BEGIN BRIDGE 199 e o � Q> o-YILPA- ,9s oti �ti � W,� k = I c o
� � � r i+ �+4 . � FUTURE -MUP3- Sta. 15+80.00 G
`y1 LO LE "/MH yGl ORN FeNce _y�_ STA 26+14.21 � ry Q' � G 412 w 3g� � ,'�`�',y \ �p 47 VARIABLE ^�i �
�} y W� G' p) � BEGIN NOISE WALL >?�• R C �0 q10 m +9 ' /T d- O � o. �Q � REMOVE HEIGHT BK �yALL � -L- PC Sfo. 33+69.84
�,�' C / - I� DO NOT BURY PY� � � R EM OVE %-,o p � �' y, O T C B - - 7
� -- P S to.17+44 (�h � +9e, � o- v,, zc -YIRPA- SC Sla. 11+68.00 =�--__-- c
�,}� � � - V END OF y �n3 MEDIA FILTER, �B �b90 � � F � .5�3 - CB �4'C3G RETAW SYSTEM
ob dj. 412 / +15 END � -YI - POT SfO, 27'F .�S 42" RCP N COLLAR + CAT-1 Um SEE SHEEf 20.3 -Y LPA- CS x � �.,_ � -P �N�FG �p �p FS R6? _ �- ' ' 3z�erva*e a¢es{�ar�o � ' . -� , :"' 'T O
p -� CONC. DITCH , a o „ U . I =-� OUTLET CONTROL STRUCTURE Q{ J(� `�' � h� � F �� 9i UP3- PT Sto. /6+97.68 "�� ,,.i�i.Y E>SEn�ENr �B �i
h F - 0 CL455 B' RIP RAP 9 N �- �149 END � G� � / � _( �_� -= -Y3- PT Sta. l8+1033 =
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\ cw � C� v= O � S- 7 CC� �
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'�11 5 R OV � I �' AND_T CK `�. �\ .. - ' . .
.L�' +5 BEGIN 7 �� 7 SY GEO-TEXTILE N E WAIL O , b � � 3 W/SLUICE GATE -�� � �P '� � �° �,---, -- P '�'" -Y O f0. lO-l'OO O
a Tl-2 S� S C BEGI NOISE 95 � 470 _ . 220-60-220 �` x� . � ' RETAIN ,-- �„ � �`� ����` ^� �
+03 BEGIN o o e � RET. WALL 1S, 18` CSP , CB�G) - ,�,F -L- +31 BEGIN W
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NOISE WALL b ��P o III �o F +l0 BEGW C � Q TRENCHLESS ������ 6.0 �
WALL 70 J 0447
WiELBOWS 412 COLWR STRUQU � �c B ��� / 4�2 �����I � � C �^� -Y3A- Sta. 10+19.28 RETAINING WALL
x p o h � q �� � 2'-6"C&G/��� - Sto.�4+87.96 AND U o� �.�p � ________ ��i 0471 /�GRADE k� RETAIN e +25 gEGW CONG.DITCH W
3 � E%TEND Xq J� L INSTALLATION � i� ______________ �� I /TO�DRAIN 18 p 2GI(D RETAIN T
TIE TO BRIDGE 0� � OVE�\, � � � � +CL FENCE � � 42" WELDED STEEL I li� TOP OP FILTER �II Conv.D1T0 �i�F ,;yp/,ry 4' 2GI +00 END CONC.BARRIER -YIRPA- TS S�O. �O'fOOAO = BEGIN RETAINING WALL BEGIN BRIDGE DECK �A L
�'(/F\ _ Z ,pFT ��h o�0 ti �' DI \� � / � . - I . =814.60 4 1B wmnH - _ -Y3A- STA 10+48.50 4142GI
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• N �^ � \ F +28 END \ W/FG �: o A YIL TS �O'�'VV � � ___________JI R / � � x0
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RETAINING WALL / \ � � _ �IID END �1B wMH -_ RETAI Q' � \_ ` � --_--_____�_--------'S I(g�IEj,PE_` �2GI ,� �C W
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• Z CL B' RIP RA� TYP �` � �_ 2' BA SPECIAL CUT DITCH l �
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ESF. TONS 7 �RE VE CONC. DITCH < ca� ��- -YILPA- SC - Rp EE SHEET 2D-1' DETAIL 'H' �
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HISTORIC DISTRICT
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m� s �� E°V pu � � °, -Yl2B- PT Sta.12+58.68 6s = l0'4/'42.6' �= 23'2/'35.0'fRTI 6s = l0'4/'42.8' 6s = 40'42'36.6' �= 53'49'46.9'fLT1 6s = 40'42'36.6' S6•� }. - �`L
�� � X° a, -- E �UF a sraenM Re�o ioN � o Ls = 168.00' D= l2'43'56.6' Ls = 168A0' Ls = 108.00' D= 75'23'2/J' Ls = 108A0' I J �X
�� � � / l S a o see sHeer z�-r F � o � END CONSTRUCTION LT = 1122/' L= 183.47' LT = 1122/' LT = 74A0' L= 7/.40' LT = 74.00' FAITH A.FRY � � � � ' oe�zb� -Y4- PT Sto.22+58.72
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in � � 7Z, X/S /� h O 2 41 SY. GEO-TE%TILE O ETAIN / �// ��
a �VI� 7. j SP "� � h DO NOT BURY � R= 450.00' R= 76.00' PB 27 PG 37 X `��-� `^
�� ° SEE SHEET NOS. 12 & 13 FOR -L- PROFILE "'1% Z z. � >> �a� �, 2y} E%TENSION FTq�N a� ` o42 -Yl2B- PT Sto.16+42J5 y= 40 mph V= 20 mph %/ \'� I � I ���" ' � ::
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SEE SHEET N0. 15 FOR -Y- PROFILE � A, Q� I � pd' I
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o - 410 END MEDIAN C&G
n o S ST �' e BEGIN CONSTRUCTION # 3-CENTER CURVE
� SEE SHEET NO. 18 FOR -Y1RPD- &-Y1LPD- PROFILES y Iq �O��R TIE TO EX. ISLAND IS FOR EDGE OF TRAVEL,
o ° SEE SHEET NO. 19 FOR -Y2A- PROFILE FFT ) 3l�i� � AND exreNo � o,2 -Y12B- Sta. 10+85.00 NOT EDGE OF GU11ER
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-YIRPD-
Pls Sfo 11+122/ Pl Sfo 12+59.72 Pls Sto 14t05J4 Pl Sto 17t8757
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Ls = 168.00' D= l2' 43' 56b' Ls = 168.00' D= 34' l8' 3/.9'
LT = 1122/' L= 180.95' LT = 1122/' L= 240.08'
ST = 56J9' T= 9/.72' ST = 56J9' T= 146J2'
R = 450.00' R = 167.00'
V= 40 mph V= 25 mph
e = 08 e = 08
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��pt�e U-2827B, G5620A 5
RM/ SHEET NO
1 � " '� _Y5 /� ROADWAY DESIGN HYDRAULICS
-� A• � 3+ � Pl Sto l2 +37.35 Pl Sto 13+1/.39 Pl Sto l6 +97.92 Pl Sto 17+99.53 v�
� � �� �'�'� � � ENGWEER ENGINEER
_�( 4- S �= 6' 34' 35.9" fLT l p= 6' 28 4/.2" f RT l 0= 8' 29' 5/.l lRT J p= 9° 24 36.5 �LT J _� ��
SHEET 4 D= 8'48' 53.0' D= 8'48' 53.0" D= 8'48, 53.0" D= 8'48;53.0" HOL Y AVEI�J�� "c
SEE W L= 74.6/ L= 73.49' L= 96.40 L= 106.75 H I STO I C D I STR� �T '� HDR Engineering, Inc. of the Carolinas
� T= 37.35' T= 36.79' T= 4$„29' T= 53.50� �� � �, �� 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N � 1 _ _ _ _ � _ �" � �� N.C.B.E.L.S. License Number: F-0116
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F � V 3 0 m p h V 3 0 m p h ►/ 3 0 m p h ►/ 3 0 m p h _�'" .�, �:. N 8 2 2 0 -q �:
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�5�.6�- S � o� �\ �� ��" I' •' 2G1'S AT 48+25 LT RT, AND M.
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'O _ -Y4- STA 16 + 30. rJ� �� 8q q33 N �0�' �F � 24" RCP-III BEGIN67 -L - t0. f . . L • y' � BELOWR�SUBGRADE ATBPROPOS D 6EOP. E N D C O N STR U CTI O N
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� � � � 9�9�.:�F .. /�- � `� 15 BARRIER , . � � � -Y6B- STA 13+48.49
BEGIN BRIDGE GRADE v � � 0571RCP-III 73"07 / O� �'
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ioo►cs �: N I REMOVE CB ob �-L- STA 43 + 02 .50 � � �. -Y7RPB- POT Sto. l5 +7 .35
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BERM DITCH
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G D � � -Y -P t + �`` � M. Z END APPROACH SLAB P ACE 64 CONC. BARRIER , � \ �, END RETAINING WALL �
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P/ Sto 38+40.05
�= 9' 23' 00.0" IRTJ
D = r 00� 00.0�
L = 938.33'
T = 470.22'
R = 5.729.56'
V = 50 mph
e = 02
-Y4-
P/ Sto 2/+74.40 P/ Sto 22+30.65
�= 6' 39' 0%8p fRT1 p= 6° 38' 22.5" ILTJ
D= ir 48� 48.8� D= �r 48� 48.8p
L = 56.30' L = 56.20'
T = 28.18' T = 28�13'
R = 485.00' R = 485.00'
V=EX. V=EX.
e = EX. e = EX.
-Y5AB-
P/ Sto 11+79�65
0= 0' 09' 46.0" lRT J
D = 0° l6' 39.4"
L = 58.64'
T = 29.32'
R = 20.639.17'
V = 30 mph
e = NC
P/ Sto /0+74.9/ P/ Sto /3+22.37
0= 33° 2/' 43.0" IRTJ �= 24° 38' 2/.�' ILTI
D= 22° 55' 05.9N D= l5° 29' 07,2"
L = 145.57' L = 159J1'
T = 74.9/' T = 80.8/'
R = 250.00' R = 370.00'
e- 04 mph e- 04 mph
ALL RADII 10' UNLESS OTHERWISE NOTED
SEE SHEET NO. 14 FOR -L- PROFILE SEE SHEET NO. 23 FOR -Y7RB- PROFILE
SEE SHEET NO. 21 FOR -Y4- PROFILE SEE SHEET NO. 24 FOR -Y7RC- PROFILE
SEE SHEET NO. 22 FOR -YS-, -Y5A- SEE SHEET NOS. 2B-10 & 2B-11 FOR
& -Y5AB- PROFILES FUTURE -MUP3-, -MUP5- & -MUP6- PLANS
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REVISIONS
-Y7RPB-
Pl Sfa 18+23.79
0= 80' 59' 00.6" fLTJ
D = 63' 39' 43J'
L = 1272/'
T = 76.84'
R = 90.00'
V = l0 mph
e = 02
HOLLY AVENUE �
HISTORIC DISTRICT �
TIE MI�LL & FILL
MATCIH EXISTING
-STLy�'-
Pl Sta 11+58.9/ Pl Sto l4+1638 Pl Sto /6+g2,gg Pl Sto 17+85.88 Pl Slo 19+3/.6/
�= 89' 24' 11.4' (LT! p= 88' 34' ll3' fRTJ p= 74' 48' l4✓' lLTJ p=//0' /6' /3.4' fRT! p= 78' 34' 5/.2' (LT!
D= 63' 39' 43J' D= 63' 39' 43J' D= l2P 54' 2/.3' D= l2f 54' 2/.3' D= 38' //' 49.9'
L= 140.43' L= 139J3' L= 6/.36' L= 90.46' L= 205.72'
T= 89A7' T= 87.78' T= 35.94' T= 67.46' T= 122.73'
R= 90A0' R= 90A0' R= 47A0' R= 47.00' R= 150A0'
V= 20mph V= 20mph V= l5mph V= l5mph V= 25mph
e=/yC e= lVC e= NC e= NC e= Nc
Pl Sto 20+62.79 Pl Sto 2/+49J0 Pl Sto 22+3/JO Pl Sta 23+36.99
p= 9l' 25' 53J' fRTI p= l03' 23' 16.5' fRTJ p= l00' 40' 50.2' fLTJ p= l4 33' 23.6" fLTJ
D= l2P 54' 2/.3' D= l2/' 54' 2/.3` D= l2P 54' 2/3` D= l6' 22' 12.8'
L= 75.00' L= 84.8/' L= 82.59' L= 88.92'
T= 48J9' T= 59.50' T= 56.69' T= 44.70'
R= 97A0' R= 47.00' R= 47.00' R= 350.00'
V= l5mph V= l5mph V= l5mph V= 35mph
e= NC e= NC e= NC e= NC
TIE MILL & FILL
MATCH EXISTING
�-� TIE MILL & FILL -Y2A- +50, 31'LT �,
MATCH EXISTING
-Y2A- +16, 38' LT
-YB- POT Sta. 10+00 3=
-Y2 - POT Sio. 38+1/.53 :� �� 1��� �� �u�� -STL - POT S
oa s5o� Pc a�� -Y2 - POT Sta.
� � � ..�_n ME1ER BOX USFD AS �H �
� -Y7- St�. 10+40.47 -r�- Por sta. �o+oo.00 "� �
-Y6B- POT Sto. 10�00.00= -Y7- POT Sto. �0+7/.83 = 40
� -Y2 - OT S�o. +0 -Y2 - PO Sto.35+53.
2 �� R 5F C
I �
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m m I 35� ._�---�-I 1� 1 O iz9 �F
m .--- iso
�-B€�1I�IVIILL & FILL T�E To EXISTm j EX � F
= N .� . 5.5' � -Y7- Sta. 11 +00.00 S DLE ALRTH C I � m� o -�� � 3�
D w I 14' 14A I
rn ' ' J JREMOVE CB �r
�{ � f� ' ss' � REPLACE ia• '»' N p, +,
(/1 m r� I ��' I SIDEWALK ONLY � �
� -1 �o . � �,.-� - T Y-
J D � ti � � �, . DO NOT IMPACT ' >
�� � I 1 I m I HISTORIC EXISTING WALL '^ N� tp. l+/ \
�,,� v, • � PROPERTY _.e n �
N HOLLY AVENUE I ' '-�-� m>� 2 R35�TORDR.41N C 4oT�
HISTORIC �-'-�-� F �
i
-I- I -YBRPA- POT Sta.17+40.64= � R E M O V E C B
�I DISTRICT � -Y - io. l+ � E� _� t F �� F,
cn � �c�, obo _ _ r a
� � a ,��� �� � F� �- c
INSTALLUNDERpR4W5fRON1�'� - � BEGIN APPROACH SLAB "' � P °i�F z�&IGJ F OLF, 181
48+25 TO 50+25,LEFTSIDE,MEDIAN, � I -YB- STA �3t2�.HG - ,q O - REMOVE
AND RIGHT SIDE. TIE TO PROPOSED 1 BEGIN BRIDGE
2G1'S AT 48+25 LT, RT, AND M. � ` c9 066 �B�F' � p�E W
UNDERDRAIN SHALL BE PLACED b FT -YH- $TA �3-�46.HG . ' 7, O e, �y 22,6' o 0
BELOW SUBGRADE AT PROPOSED EOP. �J �.-- ��'� n' �� a 5 G
2' BASE SPECIAL NT DITCH 4 � � REPLACE 3 C m �, �RF•,y�
see sr+eeT �zo-r 125 . SIDEWALK ONLY ' q a'" o�
DETAIL'G '� DO NOT IMPACT '� � �' i `� �
EST.38 TONS +52 BEGW � +68,BEGWI REMOVE CB
es svi ceo-rexn�e r_e^ csc � z•-e ca� • EXISTING FENCE H I S I - \
- 7RPB- PT Sto.18+74J6 = I m 1 `L- TS Sto. 54+9308
BEGIN PPROACH SLAB PROPER E ��\ 066
- - t0. � '�' , � W ; s _Y7- ST�, 14+33.01 �g'F� � ' ` CBG(060� 36 O'
045 03 �L � O60 m C �/ +75 BEGIN (Zyp) E�'�'
-Y7 PB- PC Sto.17+46.95 � F 19�Q � BEGI BRIDGE CONC. DITCH
E 7.�. 3 II 5' CONC. ' 0 -Y�- 1T,.,A �4+S�.00 REMOVE REMOVE 2GI
SIDEWALK 02 - Y'OT Sr �l F `
+35 END 060 CB(F) � � ,G� �- P�r 97-3
� m 2,_6„ cs i c� �� oeo �B � p'
� g1 02 A 7- +23 /MH � ��-�
REMOVE BEGIN �ONC. � PEGIAL ITCH
0601 �B N`i RE A F DIT W- ,- .nN � O DE EET '2 � ,F..
��r �' ��1����
� ` ����r� /
. :� �� I ,. ��1����
� � , � '� ��'=�e�
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-YBRPA-
Pl Sto 12+65.70 Pls Sto l+2 . 5
p=/4 56' 53.9' fLTJ 6s = 4' 00' 38.5'
D= E 2/' 58.3" Ls = 126.00'
L = 234.8/' LT = 84A2'
T = 118.07' ST = 42.02'
R = 900.00'
V = 45 mph
e = 06
�
oaz
062 RETAIN
ETAIN MH
F ��O
c
�� FI s, � QJ�
i "' �
I\ �S. �
\ /� QJ� 062 D 062
\ 40TC6 O Adj.MH
V�'� � 6 E_ -/Z
F �i � F -
72 -SrL�
RCP-IV
,a " � 83' 28' 56.9'
063 �
" C' 130
1g"
� �4Z REMOVE 15" RCP-1
� �Ce -Y RPA W�5 - L Y-
� �. - llP7-
+
/E REMOVE�GI
+72y.� DI
�
-Y9-
Pl Sta 12+6/50
0 = 0'09'lSA'fRTI
D = 0' 04' 35A'
L = 202.90'
T = 10�.45'
R = 75.000.00'
e = NC mph
TIE MILL & FILL
MATCH EXISTING
-Y2A- +63, 48' LT
BM °8
N=855728
E=1632359
ELEV=890.6E
CB
1
MH
ia+6�.9s�
�
6+43
E�
-Y10-
Pl Sfo l7+/425 PI Sio 19+2q,73
�= 2' 58' 395" (LTI p= 3' 2/' 23.5' �RTI
D= 446' 28.T D= 446' 28.T
L = 6236' L = 70.30'
T = 3/J9' T = 35J6'
R = 1200A0' R = 1200.00'
V= 30 mph V= 30 mph
e = NC e = NC
TIE MILL & FILL
MATCH EXISTING
-Y2A- +21, 32' LT
$YSTEM �
RETAIN
RETAIN CB �
�
-Y9- STA 13+4.
0621
� BEGIN BRIDGE
-Y9- STA 13 + 6
-Y9- PT Sto..
ETAi _yBRPA- POT °
° -L- CS S1o. 0-
co Q= 3' 54' 25.0'
0
� W�S g BEGIN APPRi
cP ii SLAB, -Y10- !
14 + 2 8.51
o� EGIN BRIDGE
6 - 10- STA
1 + 53.51
REMOVE -
� _! -/ - /`C Ci
18"
�
e
TIE MILL & FILL
MATCH EXISTING I
-Y2A- +75, 38' LT
� -Yll- POT ta. + 7. 0= .
� -Y2 - POT Sta. 9+6/.98
I
I j
i
�� PROP�ER Y `� �-i1v oFoe �ei�P� 3 �
�
I �
� I __.----
�._.�.-'__`
Z��39.9'E �
-Y2A- Sta. 50+15.00
_v��_ onr cf„ �ni�ni
RETAIN SYSTEM
-YIORPA-
Pl Sta 11+2792 Pl Sio 2/+l1,72
p= lT 2T 405' (RTJ �= 69' 25' 33.7 (RTI
D= 5 52' 4/.7' D= 62' /6' 40.9'
L = 253.86' L = ll1.48'
T = 127.92' T = 63.73'
R = 833A0' R = 92.00'
V= 50 mph V= 20 mph
e = 06 e = 02
3 -L- POT Sfa.50+86.96 =
-Y7- POT Sto.15+08.34
4 -STL{�Yl- POT 5/a.15+05.46 =
-YSRPB- POC Sto. l2+/4.02
5 -STL�YI- POT 5/a. /5+66.5/ _
-L- POC Sta.58+77.9/
6 -STLy�'/- POT Sla.l6+0/93 =
-YBRPD- POC S�o. 11+89.12
� -Y9- POT Sto.14+08.67 =
-YSRPB- POT 51a. 10+79.23
8 -Y9- POT Sto.l4+q7A2 =
-L-
Pls Sfo 69+3359 PI Sto 7/+g4,6/ Pls Sto 74-r5
6s = 3' �5' 49.3' p= l4 30' 09.8' (LTJ 9s = 3' /5' 4
Ls = 180.00' D= 3' 37' 34.7' Ls = 180A0'
LT = 120A2' L= 399.93' LT = 120.02'
ST = 60A2' T= 20/.04' ST = 60.02'
R = 1.580A0'
V = 50 mph
e = 05
AADT YEAR 2011 (VOLUME IN 100s)
2040
MARSHALL ST. CHERRY ST. LIBERTY ST. MAIN ST.
(-Y7-) (-Y8-) (-Y9-) (-Y10-)
77 65 66 62
133 113 7g 121
65 � 10 70 �� 6� � 23 77 24 � FIRST ST.
FIRST ST.
�,8 � r- � �, 3, ,z 36
74 V 11 9 9 9 16 �� 53
� N 8 � o -L- POC Sfa.60+07.44 3� 84 64 Z� 35 34 99 �
� 748 85 146 339 118 35 366 gs J 6� 332 719 50 742
� � � 9-YBRPD- PC Stp. 10+00.00 = I-40 964 397 432 �/ 436 96� I-40
-L - Sto. 59+83.60. 29.50' RT I 1 I
REIAIN RETAIN CB � 2 `_L-/ bO 1_L-)
tie -Y10- POT StO. l5+13.6�i = 339 339 37 372 338 372
�� � 8°s k, 10 35 902 393 $3 436 436 69 961
aernw exisTiNc Z, 2; -L- POS Sfo. 62+73.05 gq � 33 33
\ ISIAND -�RETAIN nnH -Yll- POT Sta. 15+28.7/ = 61 43 64 43 65
iaozb 11 35 37 76 70 16 21 15 �� 112
RETAIN SYSTEM � ?iKE FOREST UNIyER51TY ,� -L- POT Sfa. 65+33.38 gq 47 132 126 z8 37 26 �9 CEMETERY ST.
j HEAL7H SCiENCES �� -Yll- POT Sto. 15+96.38 = HIGH ST.
Z DB 2263 PG a62 wo
__. F PB 42 PG 46 � r� 1z -YIpRPD- POT Sta, 16+0025
6 4118r�b 29��r,a
� 8 97 37
�• n' to' p, cnNc
m RETAW U� ,..._ (/1 .
,°", 9 6 42
,B � \\
w/MH �
36"
� GI WiFG RETAIN
VE
�� _ 3po TAPf�
tEMOVE=�, =
i
� 26 42
F y N gi°50'05' E 0w�0�NG avEeeANG E>5� �
-YIORPA- PT Sfo.2/+59.47 = � � � E PE PG46 MARSHALLST. CHERRY ST. LIBERTY ST. MAIN ST.
-Y10- 0 StO. l+ 29. 11.00' L Z t�i� (-Y7-) (-Y8-) (-Y9-) (-Y10-)
m �
rn
-'`
RETAIN CB ��r INSTALL UNDERDR41N5 FROM
60+25 TO 64 i- 25, �EFT SIDE, MEDIAN,
RETAIN MH AND RIGHT SIDE TIE TO PROPOSED
2GP5 AT 63+25 LT, 62 + 56 M, AND 62 i 35 RT.
4 /-RETAIN UNDERDRAIN SHALL BE P�P.CED 6 FT
r�RETAIN I� BELOW SUBGRADE AT PROPOSED EOV.
Adi� CB ,+35. BEGIN C&G RETAIN DI
ncr ro RETAIN BEGIN APPROACH SLAB
RETAIL
IUILDING �'CB -Y��- STA �4i-O�.S7
- ST S1o.62+9238 RET IN MH �3% =_ I
BEGIN BRIDGE Na���
-YIORPA- PCRET^i" CB�a XS �
SfO. Z�RETAIN 6.5 -i'��- $T/�. �4t2rJ.rJ% - --- .. �� - � N
� o
N -
� 0 6.5' � � � o
069 � 14' 13' C\ � -�- w m m
� 96 END BARRIER RETAIN C�_ p �1 -YIORPA- POT Sto. 18+62.94= mmA
IND CO��� ' � - -
IEGIN C&G m t -Y//- POT Slo. /+6/. -�
PROIECT REFERENCE NO. SHEET NO.
U-28276, C-5620A 6
RNJ SHEET NO.
ROADWAY DESIGN HYDRP,ULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I�� �CptEje
�1� HDR Engineering, Inc. ofthe Carolinas
J 555 Fayetteville St, Suite 900 Raleigh, N C 27601
N.C.B.E.L.S. License Number: F-0116
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,e R�P-��� END TIP PROJECT U-2827B
� � � ;
C TL2-350 � i, 069 y� i
� 069
2O ���` `B�F � i � C e� Fj I �� � E N D C O N S T R U C T I O N
\,�„ ��.� \ � I +62 END BARRIER -L- TS Sl 6a+i3s� � � 5 -L- Sta. 76+60.00
u�
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L �� `
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�1/)� I /��(1 =1 i,1� `\ �
-, . . . , �� - ---� ,
� BEGIN GUARDRP.II �'
� �� `� BEGIN SBG
'��, 61 z�� -L- SC Sta.69+9357
� �rF� c
�� `\77 2G1
\ `FG REMOV
�Y��RPq_ �s" ��
� � 2GI bll
� W\FG
n �5 1 ��(f'48%" � 6�2 REMOVE CB
S 670 ZG/ K'�FG F �_ � a 2 ``���\ IMPUN T TYPE 3500R
���� 8 � * �o s,� �5 � �
-YIORPA- PC Sto. IO+OOAO =
-L- POC Sto. 73+85.09. 29.50' LT
�6 -L- ST Sto. 75+73.50
+60 END CONC. BARRIER
BEGIN GUARDRAIL
SPECIAL CUT DITCH
SEE SHEET'2D-1'
DETAIL 'K'
___ -- -L- CS Sta. 73+93,50 _
�
%I ��� I `f���, -� � __�i'\ ";��`iu• _ �� �:I 111,�~L�� •I ���I • �= ��i1 i�` _ �_� ���,"'`\,` ���;\` � � � �
, _ _ __
. _ _
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� ':
- , � • . • . . . . � .I �:1 � . . �_ _ ,� _ _ � � � _ � �' � � � _ _ , I` �
� , , - � " � � " ' :� L�j ? ii� � " � � � : f�a 11�\►�m � � , \ �; �� ` ' � _ _ _ _ _ � �= � ,, ; � ��� �, ., ' ': •' • - ��' � �
V ' , ; `�--!e'. �; � --,� '�
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.
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�� •� �� • � '�'O �� •i 'I�� � �� • .��� � � �• �___'-,I•I,�i1��,�� ���� �''`����� -' ` • '��� --__-__ __'�__-_ � ,-
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•�. ♦ '►' , � ` • �� �� � _ r
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�RRIER 063 �RETAIN 063 I DETAILELT'2D-1 N'H REMOVE� ��REMOVE-�'/Q- PC »'� F
�'�' z EST.62 TONS DI �I
Z � y� � 138 SY. GEO-T � 143 I ��RBM0�1O. I+88MOVE �� 9)
-YBRP - PT o 143 - _na +ae.za� Re o e �
` y S,o. , +18.89 - T - PR , +,4 � � GRADE Za �s- �T �g , �
e�� ��� � �\-Y B R P D� P O T Sta. 1 6+ 3 3 8 9= 1 9 6 R�"�" _ R - PT t l+ 7 � � To � 3a, �an < c ni
D616 J � DRAIN 350 O 06 75
i �5�" 5 y � 2' BASE LATERAL DITCH �m �
-YB- POT Sto. l f8 ,83 2GI O I DETAIL 'M' -�'�O- PT �
5. � I � 1B w/MH 063 5 m `-^ SEE SHEET '2D-1' � p
141 �� �� °' � END APPROACH SLAB - RR- P i l+4 4 �' °� � � � -�
i '^ � � a t0.1 + , Q- �
END m "' � BEGIN CONSTRUCTION � 063 ��� ' -DRR-� POT���ppp���S...fo. //+�j95.96- � w ,, i
RETAIN oi F �� o -Y8- STA 14+87.33 �P >
ca� 1I 14' �11' f I � � lfl -REMOVE �
/ � �s.s F� -DRR- Sta. 10+27.22 \ rn� STL Y- �SIO. LO'f76.ITtEMO�g �� ' ��
�pi � �q Ad. IF w -Y - P 1 ��F �'4 i � \ � 64 �. REMOVE CB Q 3 IF
i/ p`P °B ��'° F"n -''F�- POT S1 /9+74.62- -ORR- POT io l0+ AO E \\b16 c°p � eici I -D��C Sto. N+99.09 F y� �
� o �., - �
� � .��- F i Jk'
�
� �'� +4986 END (� �
�' MILL & FILL 'I jy N
� -Y7- PC Sto.17+55.42 '
� -Y7- PT Sto. 17+60J1 �• w
� � .�-�eM °�
HISTORIC PROPERTY � � E°86318q3
I • � ELEV=893.40
� END CONSTRUCTION � ,,,
-Y7- Sta. 17+75.00
I _�
� � -Y7- POT Sto. 18+5/.7/ - - _ _
L.-�-�---�-�-�-�
END CONSTRUCTION _Y8_ P�
-Y8- Sta. 17+00.00
O.17+1385= �.-•_ _'_• I
. l7+ 8.52 i i
I I
I I
I I
j HISTORIC j
� ^ PROPERTY �
I j
I �
I I
I I
!�--•-�-�- -•-.J
-i�-
Pl Sto 17+57.76
�= 0' 32' 13.2' fLTJ
D = ll' 27' 33.0'
L = 4.69'
T = 2.34'
R = 500.00'
V=EX.
e = EX.
-ra-
PI Sto /6+77.37
p= 2' 00' 10.5' fLTI
D = 5'43' 465'
L = 34.96'
T = 17.48'
R = 1,000.00'
V=EX.
e = EX.
o.
�OC 5/0. /6+77. ; - ` ��' "' ,a- °EP END CONSTRUCTI ' �,,, ,r,;
16+94.85 - T - P t + �,�� R i" 064 _DDR- STA 12+ ',� �i
- - T + 7 c �� S 6 F 82' 03' 08.2' E �1 '� ^,;,1
END CONSTRUCTION SO -O R R- PO T S to. 12+ 4 7J3= �- °�
� -STLWY- Sta. 22+60.00 6,2 Z� � � �'Qs,,a,� '" -Y -Yl - P 1o.ti % {. 7 i � �
� I
� � - T Y- eiz �a 1
. I IO. "f � F C\ o � �� �IFI
C
_ -: :08 RETAIN CB RFTq� O � F\ 1\, /�FcR 064 �l, �2�� i4' l
-� N 1 �
RETAIN
. � v _'- 6129 � �
/C � � � 43
Nz �� CB � RR- PT F�AOVE MHI • ' � 0651 C F
N 8�5 � i
�.z� 20.00' E N I RETAIN � tO.Y � I REMOVE � _ STORIC• . REMOVE 58 I �� a C
.�.-?pip �o RETAIN RETAI CB�F G(G) pERTY� _y� _ PT 065 ;
o � � �� 22� gETAIN m 03 CB�G) � 064 �O. �'F F I
� � 064 -,STL - 0647 - - RE7AIN
I�_ % to. l+ . l - �s ro
�P`� HISTORIC PROPERTY ob4 FI =A R�P-" _� - Ad;.�B RCP-III A
� NI52 � J� / Q'� . � RE7AIN CB 065 REMOVE (Ot
i8+o9.50 ,694i , � END CONSTRUCTION REMONE O �,�.-,0649 �,5 ��P `
EiP N �wl� ���� -Y9- Sta. 19+91.59 MINCDEPTH REMOVE � I
24" RCP-III
z n � 063 � RF�MC�%E I fj�
nW N q� I RETAIN MH u
n� INO�i tn \ /. �bQ '
°'N m m . � � �� � I I. . . I
m ol �',. _ %� Y_ 064 �. V ^.' �_s_.- ,
m p, +/ / �•� � 1.4�-{ISTOR�-rCV � HOOK & LADDER REAL I
I \ �IPROPER1 1 Y EST BE300aRPGE2 66LLC I
� � -� I �', _ - - .
�^ � ' -YIOA- POT Sto. 9+9823= ��; I
o:
-Y9- POT Sto.20+02J7 � I
' END CONSTRUCTION j
-Y10- Sta. 20+27.45 �
-Y9- POT Sto.20+82A9 �
-L-
Pls Sta 56+37.14 Pl Sto 58+9433 Pls Sto 6/+48.44
9s = 5' 25' 40.9' �_ l8' 2T 38.2' fRTI 6s = 5' 25' 40.9'
Ls = 2/6.00' D= 5' 0/' 33.4" Ls = 2/6A0'
LT = 144.07' L= 3673/' LT = 144A7'
ST = 72.06' T= 18526' ST = 72.06'
R = 1,140.00'
V = 50 mph
e = 06
-YBRPD-
Pl Sta 11+09.63 Pl Sto l3+/733
0= 25' 28' 27.4" fLTI p= 5' 05' 07b' fRT!
D= lP 48' 48.8' D= 2' 30' 072'
L = 2/5.64' L = 20325'
T = 109.63' T = l0/.69'
R = 485.00' R = 2,290.00'
V= 40 mph V_ z5 mph
e= 06 e- NC
J WFG / � 2GI "BEGSBG,BEG �2G1 �III�REM. 15„ �w � _ � �N_____�_____o_____ w �� � �n 8i41 L-i'
_ � ci o
.5 5 610 G�RLo h W/FG 610 p� RCP_I/I 0614 o RE7AIN 18 n� Adj. 1B PF, o o �� A �
� C 111 27' q, ° TB 2GI � 615 ^� 614 2 '^ J' �
z" -YIOR 2 END 1 �� � W/ . �► � o Z � �
b RETAINING WALL �i �� �� o rv,°y TB 2GI 15" RCP-III 15` CP-III TB 2GI 614 N _, o H- o_ ___� 614 615
�J END CONGDITCH G ��� �' o '-'-_ 2� T62GI Adj.Dl M o __=
G$(F) U BEGIN NC&GARRIER � � CONC. DITCH � �� �_� '� �"_ B6'•O 6' S9A, N _ RETAIN DI W/SL FR 614 _�____-� �, � 15'
__ _ � rv v
_ . .o _____ ___- r
C ��t� �f P m o N -YIORPD- PT SfO.14+89.70 - t`= - - ---- - ---- r��100'TAPER G
� - z�-
� ND RIDGE N ' `� c 77'l 4 T E '- --- - - -"�------ _- � ---' e-n w�� F i
-Yll- $TA 16+31.93� o ie E�-E � F------- -� -� '-----�--
1 � � � /=i � ..
� Obb1�C F) END APPROACH SLAB �� ' 615 W�G � BEGIN GU RDR4ILBARRIER
� � obb -Y11- STA 16 + 55.93 � �
YIORPD+00 �i � �c•� �
145 } 15" RCP-III � �.� �� I BEGIN RETAINING WALL - ii �� g�
. � �.�-.-•
..,�_ ::_ i �, 4 .. . BEGIN CONC. DITCH L-. . �I � /�ETE� C�i% � ��:
- ORPD- PO Sto. l9t29.0/ = N..- -� coNc i � � y�o'���- '�E 3��
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SEE SHEET NO. 24 FOR -Y8- PROFILE LOCATION:
SEE SHEET NO. 25 FOR -Y8RPA- &-Y8RPD- PROFILES
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RM/ SHEET NO.
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