20150029 Ver 1_Application_20150109

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
January 8, 2015
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801 -5006
ATTN: Ms. Lori Beckwith
NCDOT Coordinator
ANTHONY J. TATA
SECRETARY
Subject: Application for Section 404 Nationwide Permits 23, 33 and
Section 401 Water Quality Certification for the Proposed Dual
Rest Area on I -77 at Mile Marker 58, Iredell County, Federal Aid
Project No. IMS- 77- (177)39; Division 13; TIP No. K -4908;
$570.00 debit WBS No. 39894.1.1.
Dear Madam:
The North Carolina Department of Transportation ( NCDOT) proposes to construct a dual
rest area on I -77 at mile marker 58 in Iredell County. The existing bridge will be utilized
as an onsite detour during construction. The configuration of the new rest area will
necessitate the extension of two culverts in the project footprint. There will be 214 if of
permanent impacts to surface waters consisting of 189 if from culvert extensions and 25
If from bank stabilization. There will be 0.02 acre of temporary impacts to surface waters
resulting from dewatering.
Please see enclosed copies of the Pre - Construction Notification (PCN), EEP Acceptance
Letter, Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A
Programmatic Categorical Exclusion (PCE) was completed in October 2013 and
distributed shortly thereafter. Additional copies are available upon request.
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION ,T9L18PRONE 919- 707 -6000 CENTURY CE,, T ^SR BUILDING B
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT FAX:, 919 -212 -5785: 1020 BIRCH. RIDGE DRIVE.
1598 MAIL SERVICE CENTER RALEIGH NC 27610
RALEIGH NC 27699-1548 WEBSITE.NCDOT.GOV

This project calls for a letting date of April 21, 2015 and a review date of March 3, 2015;
however, the let date may advance as additional funding becomes available.
A copy of this permit application and its distribution list will be posted on the NCDOT
Website at: http: // connect. ncdot .gov /resources/Enviromnental. If you have any questions
or need additional information, please call Jeff Hemphill at (919) 707 -6126.
Sincerely,
Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 23,33 or General Permit (GP) number:
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
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Construction of Dual Rest Area on 1 -77 at mile marker 58
2b.
County:
Iredell
2c.
Nearest municipality / town:
Statesville
2d.
Subdivision name:
not applicable
2e.
NCDOT only, T.I.P. or state
project no:
K -4908
3.
Owner Information
3a.
Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b.
Deed Book and Page No.
not applicable
3c.
Responsible Party (for LLC if
applicable):
not applicable
3d.
Street address:
1598 Mail Service Center
3e.
City, state, zip:
Raleigh, NC 27699 -1598
3f.
Telephone no.:
(919) 707 -6126
3g.
Fax no.:
(919) 212 -5785
3h.
Email address:
jhemphill @ncdot.gov

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
not applicable
4c. Business name
(if applicable):
not applicable
4d. Street address:
Site coordinates (in decimal degrees):
4e. City, state, zip:
4f. Telephone no.:
(DD.DDDDDD) (- DD.DDDDDD)
4g. Fax no.:
Property size:
4h. Email address:
2.
5. Agent /Consultant Information (if applicable)
5a. Name:
not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
Water Quality Classification of nearest receiving water:
5e. Telephone no.:
2c.
5f. Fax no.:
Yadkin - Pee Dee
5g. Email address:
Project Description
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: 35.9029 Longitude: - 80.8561
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
27.4 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
South Yadkin River
proposed project:
2b.
Water Quality Classification of nearest receiving water:
WS -V
2c.
River basin:
Yadkin - Pee Dee
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:
Undeveloped land in the highway median.
3b.
List the total estimated acreage of all existing wetlands on the property:
0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,223
3d.
Explain the purpose of the proposed project:
To construct a new dual rest area on 1 -77 at mile marker 58.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The construction of the new dual rest area will necessitate the extension of two culverts in the project
footprint. Standard road building equipment, such as trucks, dozers, and cranes will be used.

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
/ project (including all prior phases) in the past?
[E Yes El No El Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Carolina EcoSystems, Inc.
Agency /Consultant Company: NCDOT
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
This project area was verified on March 21, 2013 by Liz Hair of the Corps and Alan Johnson of NCDWR.
5.
Project History
5a.
Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
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
Type of jurisdiction
number—
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary 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
2g. Total 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
number -
(PER) or
jurisdiction
stream
length (linear
Permanent (P) or
intermittent
(Corps - 404, 10
width
feet)
Temporary (T)
(INT)?
DWQ — non -404,
(feet)
(Perm /Temp)
other)
Site 1 ® P ® T
Culvert
UT to South
® PER
® Corps
25
163/47
Extension
Yadkin River
❑ INT
❑ DWQ
Site 2 ®P ®T
Culvert
UT to South
® PER
® Corps
6
26/53
Extension
Yadkin River
❑ INT
❑ DWQ
Site 3 ® P ❑ T
Bank
UT to South
® PER
® Corps
6
25/00
Stabilization
Yadkin River
❑ INT
❑ DWQ
Site 4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
214 Perm/
100 Temp
3i. Comments:

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
impact number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P)
(if applicable)
or Temporary T
01 ❑P ❑T
02 ❑ PEI T
03 ❑ PEI T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
131 ❑P ❑T
F1 Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
F1 Yes
❑ No
6h. Total buffer impacts
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The whole dual rest area design was shifted to the south to avoid and minimize impacts to the streams in the project
area.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Avoidance and minimization measures taken for this project include two HSB /Dry Detention Basins placed to intercept runoff from
the southbound and northbound parking areas. These basins were upsized to provide both the required volume for an HSB and the
water quality volume from a 1" storm, and are broken into their treatment components to be catalogued on the following sheets
(HSB, Dry Detention Basin, and Forebay treatment volumes) despite all being part of the same respective basins. The drainage
design also retains many of the vegetated swales and existing earthen ditches where possible. While culvert extensions are
necessary, the shoulder fill slopes on the bordering acceleration lanes were reduced in an effort to minimize culvert lengths and
disturbance of the natural creek bed. Plans are set to install a sizable cistern to capture rainwater from the roof for irrigation uses,
and to also implement permeable pavers when designing the walkways if possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
If no, explain:
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
®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:
189 If
4c. If using stream mitigation, stream temperature:
❑ warm ® cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

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

2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
not applicable
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
4a.
Which of the following state - implemented stormwater management programs apply
❑ HQW
(check all that apply):
❑ ORW
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
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)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
® Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
additional development, which could impact nearby downstream water quality?
® No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this dual rest area, this project will neither influence nearby land
uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable

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?
NCDOT personnel conducted in- season surveys for Dwarf- flowered Heartleaf in May 2012 and March 2014 in the project
area with no specimens found — No Effect.
A US Fish and Wildlife Service proposal for listing the Northern Long -eared Bat (Myotis septentrionalis) as an
Endangered species was published in the Federal Register in October 2013. The listing will become effective on or before
April, 2015. Furthermore, this species is included in USFWS's current list of protected species for Iredell County.
NCDOT is working closely with the USFWS to understand how this proposed listing may impact NCDOT projects.
NCDOT will continue to coordinate appropriately with USFWS to determine if this project will incur potential effects to the
Northern long -eared bat, and how to address these potential effects, if necessary.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
Richard W. Hancock, PE.
Date
Applicant/Agent's Printed Name
Applicant%Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
10

Pat McCrory
Governor
.Am. ,iVA
NCDENR
North Carolina Department of Environment and Natural Resources
Michael Ellison, Director
Ecosystem Enhancement Program
November 18, 2014
Mr. Richard W. Hancock, P.E.
Manager, Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699 -1548
Dear Mr. Hancock:
Subject: EEP Mitigation Acceptance Letter:
K-4908,1-77 — New Rest Area Pair on New Location, Iredell County
John E. Skvarla, III
Secretary
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on November 13,
2014, the impacts are located in CU 03040102 of the Yadkin River basin in the Central Piedmont (CP) Eco- Region, and
are as follows:
Yadkin
Stream
Wetlands
Buffer (Sq. Ft.)
03040102
Cp
Cold
Cool
Warm
Riparian
Non-
Coastal
Zone 1
Zone 2
Riparian
Marsh
Impacts (feet /acres)
0
189.0
0
0
0
0
0
0
'Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
details on the mitigation ratio proposal.
EEP commits to implementing sufficient compensatory stream mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies in accordance with the N.C. Department of
Environment and Natural Resources' Ecosystem Enhancement Program 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 EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919 - 707 -8420.
Sincerely.
Jam • s . Stanfill
EEP set Management Supervisor
cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office
Mr. Alan Johnson, Division of Water Resources, Wetlands /401 Unit
File: K -4908
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity % Affirmative Action Employer — Made in part by recycled paper

North Carolina Department of Transportation
Highway Stormwater Program ++
p4?
STORMWATER MANAGEMENT PLAN ....
(Version 2; Released April 2014) FOR NCDOT PROJECTS
WBS Element: 39894.1.1 TIP No.: K -4908 County(ies): Iredell Page 1 of 3
_ General Project Information
WBS Element:
39894.1.1 ITIP Number: K -4908 Project Type: Rest Area Date: 10/6/2014
NCDOT Contact:
Andy McDaniels
Contractor I Desi ner:
Ran Mullins
Address:
NC Department of Transportation Hydraulics Unit
1590 Mail Service Center
Raleigh, NC, 27699
Address:
NC Department of Transportation Hydraulics Unit
1590 Mail Service Center
Raleigh, NC, 27699
Phone:
919 - 707 -6737
Phone:
919 -707 -6740
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Statesville
Count ies :
Iredell
River Basin (s):
Yadkin -Pee Dee
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length lin. miles or feet):
1.9 miles Surrounding Land Use: Rural
Proposed Project
Existing Site
Project Built-Upon Area ac.
27.4 ac.
14.1 ac.
Typical Cross Section Description:
Annual Avg Daily Traffic (veh /hrlday):
Design/Future: 56,200 Year: 2040
Existing: 35,200 Year: 2015
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The principle pollution prevention measures taken for this project are the two HSB /Dry Detention Basins placed to intercept runoff from the southbound and northbound parking
areas. These basins were upsized to provide both the required volume for an HSB and the water quality volume from a 1" storm, and are broken into their treatment components
to be catalogued on the following sheets (HSB, Dry Detention Basin, and Forebay treatment volumes) despite all being part of the same respective basins. The drainage design
also retains many of the vegitated swales and existing earthen ditches where possible. While culvert extensions are necessary, the shoulder fill slopes on the bordering
acceleration lanes were reduced in an effort to minimize culvert lengths and disturbance of the natural creek bed. Plans are set to install a sizable cistern to capture rainwater
from the roof for irrigation uses, and to also implement permeable pavers when designing the walkways if possible.
Waterbody Information
Surface Water Body (1): South Yadkin River
NCDWR Stream Index No.:
12-108-(9.7)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply V WS -V
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments: None of the federally protected species from Iredell County are present, or could be present within the project limits
Buffer Rules in Effect
N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
I Dissi ator 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
I General Project Narrative)
(If yes, provide justification in the General Project Narrative)

I Iis;lI \N')N- North Carolina Department of Transportation
�slt ern l� �'dtltr' Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2; Released April 2014) FOR NCDOT PROJECTS
WBS Element: 39894.1.1 TIP No.: K -4908 County(ies): Iredell Page 2 of 3
Level Spreaders, Hazardous Spill Basins, and Forebays
Sheet No.
Stations (Road Projects) or
Coordinates (Non -Road Projects)
Surface
Water Body
Level Spreader,
Hazardous Spill
Basin, or Forebay?
Drainage
Area
(ac)
New Built -
Upon Area
(ac)
Required / Minimum Treatment
Treatment
Achieved
BMP Associated
w/ Buffer Rules?
7
STA -1-3- 40 +20 to 43 +15
(1)South
Yadkin River
Dry Detention
Basin /HSB
9.23
4.44
2yr, tc =10 min, td= 5 min storm runoff + 1,550 cf
(cf)
8500.0 cf
8500.0 cf
N/A
8
STA -L1- 39 +50 to 41 +25
(1)South
Yadkin River
Dry Detention
Basin /HSB
8.80
4.56
2yr, tc =10 min, td= 5 min storm runoff + 1,550 cf
(cf)
8500.0 cf
8500.0 cf
N/A
7
STA -1-3- 40 +30 to 40 +70
(1)South
Yadkin River
Forebay
923
4.44
0.1 inches of runoff from NBUA
1478.0 cf
1502.0 cf
N/A
8
STA -L1- 39 +85 to 40 +30
(1)South
Yadkin River
Forebay
8.80
4.56
0.1 inches of runoff from NBUA
1602.0 cf
2509.0 Cf
N/A
'Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required
volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2013) for design guidance.
Additional Comments
Forebay treatment was calculated using the previous 2008 Stormwater BMP manual, and utilized a different formula (being 10% of the water quality volume) as opposed to the new formula (0.1 inches of runoff from the NBUA). As a result, some of
the calculations were flagged for being to low, although the achieved treatment for the basin along alignment -1-3- is more than adequate, and the achieved treatment for the basin along -1-1- is <5% under the value calculated using the 2014
Stormwater BMP manual. the While treatment volumes are separated for each component (HSB, Forebay, and Dry Detention Basin) They are all included into two basins in the design.

I li; #ll�' i1 North Carolina Department of Transportation
plc }I "tY Y \� ":itt "x' se
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN'°
(Version 2; Released April 2014) FOR NCDOT PROJECTS
WBS Element: 39894.1.1 TIP No.: K -4908 County(ies): Iredell Page 3 of 3
Other Best Management Practices
Sheet No.
Stations (Road Projects) or
Coordinates Non -Road Projects
Surface
Water Body
BMP Type
Drainage Area
(ac)
New Built -Upon
Area
(ac)
Volume Treated
(ac -ft)
Precipitation Depth
Treated over NBUA
in
BMP Associated
w/ Buffer Rules?
7
STA -L3- 40 +20 to 43 +15
(1)South Yadkin
River
Dry Detention Basin /Hazardous Spill
Basin
9.2
4.4
0.35
0.945945946
No
8
STA -L1- 39 +50 to 41 +25
(1)South Yadkin
River
Dry Detention Basin /Hazardous Spill
Basin
8.8
4.6
0.36
0.947368421
No
Additional Comments
Forebay treatment was calculated using the previous 2008 Stormwater BMP manual, and utilized a different formula (being 10% of the water quality volume) as opposed to the new formula (0.1 inches of runoff from the NBUA). As a result, some of the
calculations were flagged for being to low, including the treated precipitation depth calculation for the Dry Detention Basin portion because it includes the Forebay (around .96 inches for both as opposed to 1 inch). While treatment volumes are seperated
for each component (HSB, Forebay, and Dry Detention Basin) They are all included into two basins in the design.

0
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See Sheet 9 -A For Index of Sheets
i-
VICINITY MAP
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
IREDELL COUNTY
LOCATION: I -77 REST AREA ON NEW LOCATION
TYPE OF WORK: GRADING, DRAINAGE, PAVING, TRAFFIC CONTROL,
SIGNING, LIGHTING, REST AREA AND FACILITIES
WETLAND AND SURFACE WATER IMPACTS
PERMIT DRAWING
SHEET 1 OF 9
SRS
NP
BEGIN TIP PROJECT K -4908
2E STATE PROTECT REFERENCE NO. '•NQ - mw--
N.C. K -4908 I
STATE PROI.NO .NO. OESCR@TON
39894.1.1 IMS -77 -1 177 39 PE
39894.2.FS1 IMS -77- 1(177)39 WW & UTIL
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THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING IN THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2015 =
35,200
ADT 2040 =
56,200
K =
10 %
D =
60 %
T =
14 %
V =
70 MPH
FUNC CLASS =
INTERSTATE
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT K -4908 = 1.572 MILES
TOTAL LENGTH TIP PROJECT K -4908 = 1.572 MILES
(1 -77 NORTHBOUND LANE USED FOR PROJECT LENGTH)
* NO R1W OR PUE TO BE ACQUIRED
Prepored to the Office of.
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
2012 STANDARD SPECIFICATIONS
JASON MOORE PE
RIGHT OF WAY DATE:
* DECEMBER 31, 2013
PROJECT ENGINEER
A I Er TYSON
LETTING DATE:
APRIL 21, 2015
PROJECT GrxNEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
PRELIMINARY PLANS
OO NOT USE FOR CONSTRUCTION

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CONC - -- —
TOP = 785.70' - - -- '-
INV= 780.04' - - - -- p—Iy- ---_— 18" CMPCMP
_ V
<» TOP= 790.64' CONpIy-
� INV= 780.64' � INV = 787.22' — �— °..
� - ➢ INV= 787.65' �
BM x4 IIINV= 811.64'
N-789567
E-1451027
ELEV= 808.20'
p 1775.59' .
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DENOTES IMPACTS IN
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O BENCH
�J
DIVISION OF HIGHWAYS
IREDE1L1L COUNTY
PROJECT: 39894.1.1 (K-4908)
I -77 REST AREA
1 MILE SOUTH OF
SIB 1890 (TOM LIN MI1L1L RD.)
INTERCHANGE
SHEET 6 OF 9

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NCDOT
DIVISION OF HIGHWAYS
IREDELL COUNTY
PROJECT: 39894.1.1 (K -4908)
I -77 REST AREA
1 MILE SOUTH OF
SIB 1890 (TOMLIN MILL RD.)
INTERCHANGE
SHEET 7 OF 9

Ll �ULVERT PROFILE NCD®T
DIVISION OF HIGHWAYS
IREDELL COUNTY
PROJECT: 39894.1.1 (K -4908)
I -77 REST AREA
1 MILE SOU'T'H OF
1/7/2015 SR 1890 (TOMLIN MILL RIB.)
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Ll �ULVERT PROFILE NCD®T
DIVISION OF HIGHWAYS
IREDELL COUNTY
PROJECT: 39894.1.1 (K -4908)
I -77 REST AREA
1 MILE SOU'T'H OF
1/7/2015 SR 1890 (TOMLIN MILL RIB.)
jawooda rdl INTERCHANGE
R:\ Hydraulics \PERMITS_Environmental\ Drawings \K4908_Hyd_pfl_cul_SITEl.dgn SHEET 8 OF 9

L3 CULVERT PROFILE NCD®T
DIVISION OF HIGHWAYS
IREDELL COUNTY
PROJECT: 39894.1.1 (K -4908)
I -77 REST AREA
1 MILE SOUTH OF
1/7/1015 SR 1890 (TOMLIN MILL RIB.)
jawoodardl IN'T'ERCHANGE
R:\ Hydraulics \PERMITS_Environmental\ Drawings \K4908_Hyd_pfl_cul_SITE2.dgn SHEET 9 OF 9

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From /To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
60 +95 to 62+16 -LNB- Lt
CULVERT
0.047
0.011
163
47
2
66 +10 to 66 +29 -LSB- Lt
CULVERT
0.006
0.009
26
53
2
66 +10 to 66 +29 -LSB- Lt
BANK STAB.
25
TOTALS:
0.05
0.02
214.000
100.000
Revised 3131/05

0-
LID
L
7
7)
z
W
4-
O
7T
N L
oo�w
�z
O cl-
NSW
z o�
U
ti
0i
v
0
ti
H
* i
V
v
See Sheet 9 -A For Index of Sheets
��rto4 x i
NP 1892 � -i
ittle Tomlin 1890
1VIill Rd X
c' ek
CIO N-
M9
s °ufh �
River S
aQ,
River Yadkin ¢y
°uth
77
1 aek Creek
N
21
Ly eek
15
PP
40
r
77 0
Z c _ o�
64
VICINITY MAP
TO STA - TESVILLE
I
BEGIN TIP PROJECT K -4908
—LN B— STA. 12 + 00.00
El
­/ i_
-1 -77-
-LN B- POC Sta. 31+00.00 -
-Ll- POT Sta. 10+00.00 (12' LT)
IREDELL
COUNTY
LOCATION: I -77 REST AREA ON NEW LOCATION
TYPE OF WORD: GRADING, DRAINAGE, PA VING, TRAFFIC CONTROL,
5
-Ll- POT Sta. 23+55.70 =
-L2- PC Sta. 10+00.00
SIGNING, LIGHTING, REST AREA AND FACILITIES
-LSB- POT Sta. 35+85.10 -
-L3- PT Sta. 47+31.53 (12' RT)
-L3- POT Sta. 24+30.78 -
-DR- POT Sta. 11+60.87
-L3- POT Sta. 41 + 30.59 -
-L4- PT Sta. 27+52.56
6
_ B-- -- - - - - -- - - --
-------
-L3_
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING IN THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
I-
�Iy
-L3- POT Sta. 23+46.01 =
-L4- POT Sta. 10+00.00
i
SR�p1
END TIP PROJECT K -4908
-LN B- STA. 95+00.00
-LSB- POT Sta. 72+00.00 -
-L3- POT Sta. 10+00.00 (12' RT)
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
K -4908
I
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
39894.1.1
IMS- 77- 1(177)39
PE
39894.2.FS1
IMS -77- 1(177)39
R/W & UTIL
39894.3.FS1
IMS -77- 1(177)39
CONST.
TOTAL LENGTH TIP PROJECT K -4908 = 1.572 MILES
°� 0
�� 4
2012 STANDARD SPECIFICATIONS
PLANS
- L1-POC Sta. 37 +25.15 = /
-DR -POT Sta. 10+00.00
- LI -POC Sta. 38+71.56 =
-L2 -POT Sta. 24+86.60 * NO M OR PUE T
-LNB- POT Sta. 67 +37.59 =
-Ll- PT Sta. 47+51.42 (12' LT)
f
G�
BE ACQUIRED
PRELIMINARY RY P LAWNS
DO NOT USE FOR CONSTRUCTION
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the office of
HYDRA ULICS ENGINEER
DIVISION OF HIGHWAYS
50 25 0 50 100
ADT 2015 = 35,200
LENGTH ROADWAY TIP PROJECT K -4908 = 1.572 MILES
1000 Birch Ridge Dr., Raleigh NC, 27610
��ap
ADT 2040 = 561200
K = 10 %
TOTAL LENGTH TIP PROJECT K -4908 = 1.572 MILES
°� 0
�� 4
2012 STANDARD SPECIFICATIONS
PLANS
D = 60 %
P.E.
o
50 25 0 50 100
=
T 14 /o
RIGHT F W Y D TE:
JASON MOORE, PE
SIGNATURE:
Gud
PIP
V = 70 MPH
*DECEMBER 31 2013
ROADWAY DESIGN
ENGINEER
o
0 a
�p
PROJECT ENGINEER
PROFILE (HORIZONTAL)
FUNC CLASS =
ooQ�Q
10 5 0 10 20
INTERSTATE
LETTING DATE:
JEANIE TYSON
STATEWIDE TIER
APRIL 21, 2015
PROJECT DESIGN ENGINEER
(I -77 NORTHBOUND LANE USED FOR PROJECT LENGTH)
P.E.
PROFILE (VERTICAL)
SIGNATURE:

ED
N
Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.-
State Line ------
County Line
Township Line - --
City Line --
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line -x
O
EIP
0
ECM
123
x x—
Proposed Woven W
Wire Fence
Proposed Chain L
Link Fence El
Proposed Barbed W
Wire Fence
E s
g e a ou ary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
WLB
EAB
EPB
TT
ON.
Gas Pump Vent or U/G Tank Cap O
Sign O
Well WW
Small Mine
Foundation 0
Area Outline
Cemetery t
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Cr%r;nrr
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2
< -- - --
FLOW
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
O
MILEPOST 35
O
SWITCH
t t t t
0
0
W
W
i� O
W
'\ A;
E-
-E—
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n n
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal
VEGETATION -
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.-
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
CONC
) CONC WW
CONC HW
>---- - - - - --<
OCB
O
-S
i
P
- - - -P- - - -
Existing Telephone Pole -�
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑E
Telephone Pedestal D
Telephone Cell Tower
U/G Telephone Cable Hand Hole "H
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - - -T- - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *)- - - - -TO- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T FO- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant <�
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower O
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
A/G Gas
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sanitary Sewer
Recorded SS Forced Main Line FSS
Designated SS Forced Main Line (S.U.E. *) — - - - -FSS- - - -
MISCELLANEOUS:
Utility Pole •
Utility Pole with Base El
Utility Located Object o
Utility Traffic Signal Box 0
Utility Unknown U/G Line 7UTL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. ctn
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records AATUR
End of Information E.O.I.
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Cr%r;nrr
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2
< -- - --
FLOW
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
O
MILEPOST 35
O
SWITCH
t t t t
0
0
W
W
i� O
W
'\ A;
E-
-E—
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n n
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal
VEGETATION -
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.-
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
CONC
) CONC WW
CONC HW
>---- - - - - --<
OCB
O
-S
i
P
- - - -P- - - -
Existing Telephone Pole -�
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑E
Telephone Pedestal D
Telephone Cell Tower
U/G Telephone Cable Hand Hole "H
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - - -T- - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *)- - - - -TO- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T FO- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant <�
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower O
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
A/G Gas
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sanitary Sewer
Recorded SS Forced Main Line FSS
Designated SS Forced Main Line (S.U.E. *) — - - - -FSS- - - -
MISCELLANEOUS:
Utility Pole •
Utility Pole with Base El
Utility Located Object o
Utility Traffic Signal Box 0
Utility Unknown U/G Line 7UTL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. ctn
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records AATUR
End of Information E.O.I.
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant <�
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower O
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
A/G Gas
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sanitary Sewer
Recorded SS Forced Main Line FSS
Designated SS Forced Main Line (S.U.E. *) — - - - -FSS- - - -
MISCELLANEOUS:
Utility Pole •
Utility Pole with Base El
Utility Located Object o
Utility Traffic Signal Box 0
Utility Unknown U/G Line 7UTL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. ctn
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records AATUR
End of Information E.O.I.

L/
PI Sto 16 +07.59
PI Sto 23 +00.08
PI Sto 24 +94.08
A =
9° 49' 56.7" (RT)
A =
I6° l5' 07.7" (LT)
A =
16° 56' 35.0" (RT)
D =
2° 48' 30"
D =
5° 24`18.9"
D =
19° 05' 54.9"
L =
350.08'
L =
300.67'
L =
88.71'
T =
175.47'
T =
15/.35'
T =
44.68'
R =
2,040.00'
R =
1,060.00'
R
= 300.00'
SE
= 0.06
SE
= 0.06
SE
= SEE PLANS
-L3 -
L2
PI Sto 11 +06.09
PI Sto 13 +23.01
A =
23° 57' 32.7" (RT)
A =
I3° 33' 53.5" (LT )
D =
I1° 27' 33.0"
D =
Il° 27' 33.0"
L =
209.08'
L =
118.38'
T =
106.09'
T =
59.47'
R =
500.00'
R =
500.00'
SE
= SEE PLANS
SE
= SEE PLANS
-L4-
�01
S�
SQ'
7 �
APO
PROJECT REFERENCE NO.
K-4908
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
6
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ri JrQ J0 ri ,�)rQ L4 -J'bb.bb IJI .rQ Lb ti L.b1
= 36° 22' 16.3" (RT) A = 27° 49' 02.8" (RT) A = 28° 24' 04.5" (LT) A = 42° 27' 10.4" (LT) A = 72° 42' 37.8" (RT) _
D = 14° I9' 26.2" D = 19° 05' 54.9" D = 5° 24'18.9" D = 57° l7' 44.8" D = 38° ll' 49.9"
L = 253.92' L = 145.65' L = 525.44' L = 74.09' L = 190.36'
T = 131.40' T = 74.29' T = 268.23' T = 38.84' T = 110.41' /
R = 400.00' R = 300.00' R = 1,060.00' R = 100.00' R = 150.00' o
SE = SEE PLANS SE = SEE PLANS SE = 0.06 SE = SEE PLANS SE = SEE PLANS
F4
F 4 C B
RETAIN / /
_ R PE LACE EXISTING DI F4 15" RCP v
I �A C � / / / _ -F ' , , CB 062 �p
g0UND // 0633 �� ; - F4 - v +
I I oS51g�E I /_ / / 77 S _ i i / Goy
I I P /'; 1.311E 24 BST ii // F4 'TB 2G1 F4- 0624 Cg , 41 0623
_ _
O S
_ _
I _ 23 3 _ � __ o .3 /
v 2
O ,� O I I / /// N // /// 4 � � F4 0625 ,$ RCP/ 5 21 / // / / / �A
> r ��� �S - PC Sto. 24 +27
.8
LU
/ L4- PT Sto. 25 +0/.9/ CB
50' R
-L4 - PC I Sto. 25 +62.20 F° 062
_ RETAIN / CB ��N�
/ / -L3- POT Sta. 41+30.59 - / REMOVE CONERETFi DIT H / / / / / f / Q
-LSB - POT Sto. 35 +85.10 = _ / / / / -L4- PT Sto. 27+5Z56
/ �G o 611
�Gq -L3 - PT Sta 47 +3/.53 (l2' RT l 630 F °� / l� ✓F,F / � W O ~
LLJ
70 TONS
CLASS TRIP RAP / ���
GRADE TO DRAIN � o
\ �I I 06 �h 1 ��X / / / " // / -;� 1 I
CB o
0613 Z
V)
F3 - F3 F`3 2GI I I 115 SY
4' PS GEOTEXTIL C o / / 0614 ,$ I LU
0 0 - IQ JS„ h / /
v I I � - J B w /MH . O� �
L3- R o CB / W
I
16' 0631
o I
N o Uri v, I -OF E -CM-IT CB �i 0621 -L3- PT Sto. 35 +46.67 5, R CB I I
� ° 0 0619C6 �5 GP 0620 -L3- PC Sto. 38 +20.12 0615
CB �}
4 p5ij _ - -- - -- C3 _ - - -- C3 C,3 F3 F3 INC. , ° o n R
C3_ _ _ _ c3 C3 + - / / 0618 -L3- PT a 39+ .77 v --
C3 -L3 - PC Sto. 42 06.1�C C
/ / 0 5' R 24„ RCP- ° 12UR� CUT
_ CUT DITCH RIP RAP PAD `o / REMOVES TPON o = „ 58 33 4 - 12' 4" CONCRETE PAD
_ 4 2GI �61 o6-�b PT Sto. 25 +38.1/ +
- - SEE DETAIL B AT OUTLET OF 66" CMP s ° P -1� _
C3 2 TONS CL B RIP RAP 063 F / S/ CB ; ,
3 - - - C 3 - -Ll - PT Sto. 17 +82.20 3 / \ 47 8 4 ' RC C B �-3 5' R /
163p C� C/ 7 SY GEOTEXTILE
3 o
C/ __ ------ - - - - -- GRADE TO DRAIN -� _ /
cE`E�pN _ = - FI _ _ - - FI - - - - F\ Fl GRADE TO- DRAII�I F3; . „� 2 '
- RIP RAP 'j ) o o° 20 F -F -L1- o N 37° 4/' 25.6" E °
G NEC ___ �� FI _ _ is - 060
A 1.A - ELBOW � / V 063 FIQO Fl X AT OUTLET °o Q
CI _ < - t RETAIN � .� I TONG. L B RIP ILERAP 0 25' of R -5' 60' F -F
O t 30' 0633 :t O \ 060 0 INC. ° °0 0 0 5 R
""--CUT INC. 2G1 N MOVE CONCRETE DITCH \ 0606 25' 0610
DITCH \ O ° 20' F_F CB 15" RCP -V CB 15" RCP -V N
r INC. 15" RCP -V CB o ° 0
0603 SEE DETAIL A / CB o N o / 49° 0609
O 4 PS .p V M N N e N M �(J / /1 I
LO INC. o 0 0 0 0 0 o N 36 59'58.2 "E o 0 0 0 18' __ F2 - -- F2 ___ N 36 12 22.1E m
0 16' \ / '-F2 -Ll- F2 -L2 20' F -F 20' F Z
o 2G1 PS t 2G1 0601 < / / < 060 10, PS B L - L, / .J
W - 4 < < < < _ / PRC Sto. 24 +49.40 F2 0608 CB 15' RCP -V
W - - - -- 0 - - -- 15" RCP -V --- - - - - -- _ C/ /�/ 2G1 C - - - -_ < < < <� - FI - - - `F2 - - - - -- - - - - --
-� F F - C/ - C� - - Cl Cl C/ C/ / / Cl Cl l - C/ _ - C/ - - _Cl - - CI Cl Cl F2 F2 F2 W
- --
Z - - -LNB- i -77 N.BOUND N 36° 59' 58.2" E
J W - -- - - - - - -- - - - -- / - _ 24'BST J
- --
-- CUT DITCH
--
lL
W -- , // -L2- PT Sto. 12+09.08
-LI- PC Sta 14 +32.12 -LNB- PT Sto. 38 +71.70 / BEGIN SHOULDER BERM GUTTER - - -- = CONC -L2- PT StO. I3 +8/'92
STA. 19 +28.00 -Ll- (LT) /� - --
O " / END SHOULDER BERM GUTTER / -L2- PC Sto. 12 +63.54
J / / STA. 20 +55.00 -1-1- (LT) / M #3
rc 71
s
B
01
(_0.
cr
03
0-
12 O,
LL
CDC `
C-)
3`
CV
Z �(
01
-Ll- Sto. 23 +55.70 = N =787217
U 0 -LNB- i -L2- PC Sto. 10 +00.00 E= 1449934
/ ELEV =800 22'
~ +
PI Sto 3/ +73.33 / -Ll - PC Sto. 21 +48.72
LO A = l3° 41' 56.4" (RT) °o
M D = 0° 58' 33.9" o
• L = 1,403.47' -
� o T _ 705.10'
R 5,870.00'
t/1 Ln SE = SEE PLANS
Front
o� Ditch
Natural �'\ Sgt Slope
Ground ? •� \off
D
Min. D- 1.5 Ft.
`IVV"V „ulc' Front
of Ditch
Natural b'N Slope
Ground
otter D
Min. D= 1.5 Ft.
DETAIL C O
CUT DITCH
Not to Scale)
Front
S• 1 Ditch
Natural �c�' or Slope
Ground ptter
D
d
Min. D- 1.5 Ft.
T e of Liner- PSRM Max. d= 1 Ft.
FROM -Ll- STA. 13 + 50.00 LT TO -Ll- STA. 17 + 00.00 LT 7r FROM -L3- STA. 43 + 50.00 LT TO -L3- STA. 47 + 32.00 LT
FROM -LSB- STA. 35 + 00.00 RT TO -LSB- STA. 35 + 85.00 RT FROM -Ll- STA. 15 + 00.00 RT TO -Ll- STA. 23 + 50.00 RT
PROP CONC SIDEWALK
FOR
-Ll-
PROFILE, SEE
SHEET
NO. 11
FOR
-1-2-
PROFILE, SEE
SHEET
NO. 12
FOR
-1-3-
PROFILE, SEE
SHEET
NO. 13
FOR
-1-4-
PROFILE, SEE
SHEET
NO. 14

N
Z
O
W
w
C
O�
N
C
O
c
N
C
�1
I
Q
I
N
Q
Q
I
J
I
N
C
N
C
01
Q
C
O
N
O
Z
I
J
I
C
O
.V)
O
C
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Q
cl-
o
c
0)
cn
N�
0;
LL
oa
3�
N
c�
0
Dcr,
o0
PI Sto 30 +68.69
A =
44° 44' 32.7" QT)
D =
19° 05' 54.9"
L =
234.27'
T =
123.47'
R =
300.00'
SE
= SEE PLANS
PI Sto 22 +22.35
A =
20° 57' 59.5" (LT )
D =
5° 24' 18.9"
L =
387.89'
T =
196.14'
R =
1,060.00'
SE
= 0.06
W
Z
J
U
I
-L1-
PI Sto 30 +68.69
A =
44" 44' 32.7" (LT )
D =
19° 05' 54.9"
L =
234.27'
T =
123.47'
R =
300.00'
SE
= SEE PLANS
PI Sto 25 +71.88
A =
29° 32' 54.6" (RT )
D =
30° 09' 20.4"
L =
97.99'
T =
50.1/'
R =
190.00'
SE
= SEE PLANS
P1 Sto 36 +32.67
A =
71° 34' 2/.7" (RT )
D =
19° 05' 54.9"
L =
374.75'
T =
216.26'
R =
300.00'
SE
= 0.06
P1 Sto 3/ +23.94
A =
44° 22' 09.7" (LT )
D =
14° l9' 26.2"
L =
309.76'
T =
163.11'
R =
400.00'
SE
= SEE PLANS
A =
38" 5/' 18.7" (LT)
D=
114'24.6"
L =
3,133.06'
T =
1,629.46'
R
= 4,620.00'
SE
= EXISTING
PI Sto 17 +54.91
A =
43° l5' 29.3" (LT )
D =IF
4/'50.9"
L =
275.57'
T =
144.73'
R =
365.00'
SE
= SEE PLANS
PI Sto 34 +24.15
A =
36° 22' 16.3" (RT )
D =
I4° l9' 26.2"
L =
253.92'
T =
131.40'
R =
400.00'
SE
= SEE PLANS
-L2-
P1 Sto 20 +13.44
A =
38° 13' 35.0" (RT )
D =
114° 35' 29.6"
L =
33.36'
T =
17.33'
R =
50.00'
SE
= SEE PLANS
PI Sto 11 +14.83
A =
25° 52' 04.7" (RT )
D =
li 27' 33.0"
L =
225.74'
T =
114.83'
R =
500.00'
SE
= 0.06
P1 Sto 23 +47.38
A =
34° 38' 57.6" (LT )
D =
114° 35' 29.6"
L =
30.24'
T =
15.60'
R =
50.00'
SE
= SEE PLANS
PI Sto l7 +12.69
A =
10° 26' 18.0" (LT )
D =
3° 49' 11.0"
L =
273.27'
T =
137.02'
R =
1,500.00'
SE
= SEE PLANS
I'
PI Sto 10 +66.53
A = 21° 47' 48.1" (LT )
D = 57° 17' 44.8"
L = 38.04'
T = 19.25'
R = 100.00'
SE = SEE DETAIL ON SHEET 2E
�p0
S
--- - - - - --
11 -cam - _ - - -- - - - - - --
-- -� - -- -
-_- --
- - -- - - - - --
PROJECT REFERENCE NO.
K -4908
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
7
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION ION
PROP CONC SIDEWALK
FOR
-Ll- PROFILE, SEE SHEET NO. 11 &12
FOR
-L2- PROFILE, SEE SHEET NO. 13
FOR -L3-
PROFILE, SEE SHEET NO. 14 &15
FOR
-L4- PROFILE, SEE SHEET NO. 16
FOR
-DR- PROFILE, SEE SHEET NO. 17

O,
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0
0
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0
0
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Z
J
I
0
V)
c
O
co
C
0)
00
cn
Q
rr
cc
N�
O;
LL
Oa `
o�
3�
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O
Dcr , ,
Oc�
PI Sto 16 +77.24
-LI -
5° 0/' 14.9" (RT)
Pl Sto 43 +22.53
BM #5
A = 49° 44' 38.6" QT)
N- 788841
D = 5° 24`18.9"
E- 1449996
L = 920.29'
ELEV- 812.65'
T = 491.41'
8
R = 1,060.00'
T =
SE = 0.06
PI Sto 16 +77.24
A =
5° 0/' 14.9" (RT)
D =
2° 48' 3/.0"
L =
178.76'
T =
89.44'
R =
2,040.00'
SE
= 0.06
-L3-
-LSB -
Pl Sto 22 +22.35 PI Sto 81 +79.45
0 =
20° 57' 59.5" (LT)
A =
25° 14'51.8" QT)
D =5
°24'18.9"
D =l
°01'56.5"
L =
387.89'
L =
2,445.64'
T =
196.14'
T =
1,243.00'
R =
1,060.00'
R =
5,550.00'
SE
= 0.06
SE
= EXISTING
2 01
ww\ w S 0
T Q
� C)
7%
/
/
PROJECT REFERENCE NO.
K -4908
PvW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
8
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
III® NOT USE FOR CONSTRUCTION
F3 - - -
F3 -
F3
4' Ps — - - - - - - -- -
_ - �/
25'x— — �� - -
E
- __ _ LSB PC Sto. 69 +36.45 .
16' —L3— o o INC. S 23.23'= -� c _ _ F _ _c — — — — 24 S ao o -LSB - POT Sto. 72+00.00 =
r 3 3
4' Ps o 3 W N �_ _ _ _ F3 _ _ - — - - - 3� -_ -LSB- — — -L3- POT Sto. l0 +00.00 (l2' RT)
N \ _
�77 0o INC• GRADE TO DRAIN 30 0803 080 -63 3 Z C'3 — — — REMOJYE CONCRETE DITCH o -,� \o \ o INC. 2G1 15" / / GRADE TO DRAIN - DI
C3 — _ _ o // 4' PS ��_�_ - -- _ 10 _ _
LL1 C3 3 o
-L3 - ��PC Sto. 20 +26.2/ -� --
T
U
F3 - - - P/ / o S 1 22' 16.4" W = - - - -- ---------
_ 2'
LU -L3 - PT Sto 7 +66,56 F 3 - - _ ' H w s� / l o' Ps — x _
W t F3 wW ��ti ww 12, o - - --
-Q BL-Ij�
(�2? Fj �7t T3_ 4' PS
� - —__ -- _ — REAIN � c3 �
l 6 DO'
F3 — 3 F3 —
DEC. LANE O 3
F — — — —
F3 — — z
O EXTEND 080
18" 782P79' F3 _ F3
5
RIP RAP PAD AT OUTLET T
2 TONS CLASS B RIP RAP i
7 SY GEOTEXTILE
rn
is is
W -
��JS�S JS�, �C,�'
J CLASS I RIP RAP /
_ o
o
RIP RAP PAD
rn
080 , AT OUTLET
5 TONG OTEXTIILE�P
RETAIN
0806 �� CUT DITCH
SEE DETAIL D
2G END SHOULDER BERM GUTTER \ LINE EXISTING DITCH rn
ww \ \ STA. 42 + 60 -Ll- (LT) \ W /RIP RAP TO rn
2G1 76, \ F \ \ \ \\ CHANNEL —C — — — —
r� 'v , C
0801 X,
801 F \��� C - - -- -------- - - - - --
w C - - - --
Fv RETAIN �-,
C / C .-'� 4' PS
Ps — _ Fi / \ 1630' ACCELERATION LANE
---- - - - - -- FA _F1
- - -__ a REMOVE CONCRETE DITCH
-------
---- --- - - - - -- ---------
- - - - -- -
--------- - -
- —
— \ \
1-77 N. BOUND X —LNB— -
- - - - - -- 4i=-
- -- - -
- —
\\
CONIC
\ \ CMP
CDNC
-LNB AMP gM #q n
BL-8
PI Sto 65 +75.13 \ 8 N=789567 -
= 38° 5/' 18.7" QT)
D =l
°14'24.6"
L =
3,133.06'
T =
1,629.46'
R =
4,620.00'
SE
= EXISTING
oC, -LNB - POC Sto. 67+37.59 =
-Ll- PT Sto. 47+51.42 (12' LT) o
O
DETAIL D
SPECIAL CUT DITCH
( Not to Scale)
t Front
o Ditch
Natural b', , et Slope
Ground ?') D F \a
d
Geotextile Min. D– 2 Ft.
Type of Liner= Class B Rip —Rap Max. d= 1 Ft.
V= 808.20'
FOR -Ll- PROFILE, SEE SHEET NO. 11
FOR -L3- PROFILE, SEE SHEET NO. 13
FOR CULVERT PLANS, SEE SHEET S -? THRU S - ??

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