HomeMy WebLinkAbout20161220 Ver 1_401 Application_20161212t;,
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PAT McCFtQRY
Governar
NICHOLAS J. TEI'�1NYSON
secrerary
December 12, 2016
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN
Subject
Dear Sir:
Mr. Steve Kichefski
NCDOT Coordinator
Application for Section 404 General Permit 31 and Section 401 Water
Quality Certification for the proposed Geometric Safety Improvements on
I-85/iJS 321 Interchange in Gaston County, Federal Aid Project No. IMF-85-
1(113)17, Division 12, TIP No. I-5000, Debit $570 from WBS 41153.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to realign the I-85 / US 321
Interchange to improve traffic flow along the I-85 corridor, improve the connection between the
main east-west and north-south routes in the county, and to eliminate safety deficiencies.
As a result of the project, there will be 652 linear feet of permanent stream impacts, 0.10 acre (396
linear feet) of temporary stream impacts, and 0.09 acre of permanent wetland impact. Of the 652
linear feet of permanent stream impacts, 335 linear feet are considered "Loss of Waters of the U.S."
Please see enclosed copies of the Pre-Construction Notification (PCN), DMS acceptance letter,
stormwater management plan, permit drawings and design plans for the above-referenced project.
The Programmatic Categorical Exclusion (PCE) was completed on May 18, 2015 and distributed
shortly thereafter. Additional copies are available upon request.
This project calls for a letting date of February 21, 2017 and a review date of January 3, 2017.
�Nathing Compares�
State of North Carolina � Department of Transportation I PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 � 159A Mail Service Center I Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F
A copy of this permit application and its distribution list will be posted on the NCDOT Website at:
http•//connect ncdot�ov/resources/Environmental/Pa�es/default.aspx, under Quick Links. Permit
Applications. If you have any questions or need additional information, please call Bill Barrett at
(919)707-6103.
Sincerely, �
�� Philip S. Harris, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List
�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 � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
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: Geometric Safety Improvements to Interchange on I-85/US 321.
2b. County: Gaston
2c. Nearest municipality / town: Gastonia
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state I-5000
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) 707-6103
3g. Fax no.: (919) 212-5785
3h. Email address: wabarrett@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): notapplicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.283294 Longitude: - 81.186768
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 22.6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Long Creek (locally known as Highland Creek)
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Catawba
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:
The area is primarily Urban. Existing land use in the study area is primarily large-lot single-family residential. The area
south of the interchange is largely comprised of the Highland neighborhood. The area north of the interchange is
primarily commercial and industrial, with large parcels of vacant land targeted for development by local landowners.
3b. List the total estimated acreage of all existing wetlands on the property:
0.09
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,425
3d. Explain the purpose of the proposed project:
The purpose of the project is to improve the traffic flow along the I-85 corridor, improve the connection between the main
east-west and north-south routes in the county and to eliminate safety deficiencies.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves realignment of the interchange by constructing new Ramps A and D, removing a portion of Loop B
and removing Loop C. Standard road building equipment, such as trucks, dozers, hydrauulic excavator, and cranes will
be used.
Site 1: An existing 3@ 8'X9' RCBC will be extended on the north side (downstream) to accommodate new
Ramp A. Sedimient removal will occur immediately downstream of the existing RCBC at Site 1 to allow for the extension
of the RCBC. Sediment removal will also be conducted immediately downstream of the RCBC extension to provide
proper outletting (i.e. to not have a sediment wall at the outlet of the RCBC extension). Two-foot sills will be installed on
the middle and right barrels of the existing RCBC and the RCBC extension to direct stream flow through the left-most
barrell (see Detail 23). The re-alignment of the stream is considered "Loss of Waters of the U.S." due to the loss of
existing stream bed. Channel improvements, consisitng of the creation of a floodplain bench, along with bank
stabilization, will be constructed on each end of the RCBC. Sediment removed from the stream will not be placed back in
to the stream.
Site 2: A wetland (WA) will be filled as a result of the fill slope associated with the construction of Ramp A.
Site 3: An existing bridge (Rankin Lake Road bridge) that narrows the width of UT to Long Creek (acts as a pinch point
and causes sediment accumulation upstream) will be removed and the adjacent embankment will be graded to match
natural overbank topography. Rankin Lake Road will no longer be a through-road. Bank stabilization will be installed at
the former bridge location, and repair of any existing adjacent armored channel banks will be conducted. On the
upstream side of the bridge location, an existing log will be removed, and non-native rock located on the downstream side
of the bridge location will be removed. Both of these actions were discussed at the April 7, 2016, field meeting and were
determined to be needed to enhance stream transport function.
Sites 4: Bank stabilization will be installed where a stormwater ditch will enter UT to Long Creek, as part of the creation of
a pedestrian trail, to minimize erosion.
Site 5: A new 3@ 8'X10' RCBC will be constructed where new Ramp D will be crossing UT to Long Creek. Channel
improvements will occur on both ends of the RCBC to improve channel conditions. At the upstream and downstream
ends of the RCBC, a 2-foot sill and floodplain bench will be created at each of the two outer barrels to direct natural
stream flow through the center barrel (see Detail 22). Channel improvements, consistinig of the creation of a floodplain
bench, along with bank stabilization, will be constructed on each end of the RCBC.
Site 6: A new 24'X9' CONSPAN (or equivalent structure) will be constructed in UT to Long Creek where Bulb Avenue will
be extended to Marietta Street, crossing UT to Long Creek. Bank stabilization will be installed at the inlet and outlet ends
of the structure to minimize erosion.
Sites 7, 8, and 9: Bank stabilization will be installed at these three locations where stormwater ditches will enter UT to
Long Creek, associated with the re-configureation of Marietta Street (SR 2278), to minimize erosion.
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?
COmmentS: USACE JD (Action ID 2010-0033) dated April 8, 2010,
expired April 8, 2015. � Yes ❑ No ❑ Unknown
NCDWR verification letter dated October 8, 2009.
For updated PJD, a site visit with Agency personnel (USACE and
NCDWR) was conducted on May 22, 2016, as part of the C-5600G and
I-5719 site visit, as there is overlap with the I-5719 project. A PJD
package was submitted electronically to USACE on 12-6-2016.
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: Environmental Sciences, Inc
Name (If knOw►1): Jeff Harbour (for updated PJD; 5/22/2016 site visit) Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A PJD package was submitted electronically to USACE on December 6, 2016.
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 2� P❑ T Fill Choose One ❑ Yes � Corps 0.09
� No ❑ DWQ
2g. Total wetland impacts 0.09 Permanent
2h. Comments:
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 lurisdiction stream (linear feet)
Permanent (P) or intermitte (Corps - 404, width
Temporary (T) nt (INT)? ��o� oQ, (feet)
other
Site 1� P❑ T 3@ s'x1o' RCBC UT to Long Creek � PER � Corps 108
Extension ❑ INT ❑ DWQ
Sediment � PER � Corps
Site 1� P❑ T removal / channel UT to Long Creek 138
improvement ❑ INT ❑ DWQ
Associated with � PER � Corps 23
Site 1❑ P� T channel UT to Long Creek
improvement ❑ INT ❑ DWQ (<0.01 ac.)
Site 3� P❑ T Bank stabilization UT to Long Creek � PER � Corps 59
❑ INT ❑ DWQ
Bank � PER � Corps 136
Site 3❑ P� T stabilization; log UT to Long Creek
& rock removal ❑ INT ❑ DWQ (0.03 ac.)
Site 4� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ
Site 4❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ (<0.01 ac.)
Site 5� P❑ T 3@ s'x�o' RCBC UT to Long Creek � PER � Corps 89
❑ INT ❑ DWQ
Associated w/ � PER � Co�ps
Site 5� P❑ T channel UT to Long Creek 127
improvement ❑ INT ❑ DWQ
Associated w/ � PER � Corps 10
Site 5❑ P� T channei UT to Long Creek
improvement ❑ INT ❑ DWQ (<0.01 ac.)
Site 6❑ P� T 24'xs' CONSPAN UT to Long Creek � PER � Corps 164
(or equivalent) ❑ INT ❑ DWQ
Site 6� P❑ T Bank stabilization UT to Long Creek � PER � Corps 9�
❑ INT ❑ DWQ
Site 6❑ P� T Bank stabilization UT to Long Creek � PER � Corps 23
❑ INT ❑ DWQ (<0.01 ac.)
Site 7� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ
Site 7❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ (<0.01 ac.)
Site 8� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ
Site 8❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ (<0.01 ac.)
Site 9� P❑ T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ
Site 9❑ P� T Bank stabilization UT to Long Creek � PER � Corps 10
❑ INT ❑ DWQ (<0.01 ac.)
652 Perm
3h. Total stream and tributary impacts 396 Temp
(0.10 ac.)
3i. Comments:
• Of the total of 652 If of permanent stream impacts, 335 If are considered "Loss of Waters of the U.S.", which includes
the length of the RCBC extension at Site 1; the length of channel improvement at Site 1, as channel bed will be lost
with the realignment of the stream; and the length of the RCBC at Site 5.
• The channel improvements at Site 5 are not considered to be "loss of Waters of the U.S.", as the dimensions of the
stream channel will not change, and the Merger Team considered the action to be an improvement to stream
function.
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 X Permanent
X Temporary
4g. Comments:
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:
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 ali buffer
im acts 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?
61 ❑P❑T ❑Yes
❑ No
62 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All opportunities for treatment were utilized, primarily in the form of preformed scour holes (PSH) and using riprap at pipe
outlets to provide energy disspiation and encourage diffuse flow (Sites 7& 9) before reaching jurisdictional stream.
Current Avoiodance & Minimization Design guidance (dated April 2012) was used in designing culverts.
New location culverts and culvert extensions were designed with sills/floodplain benches to maintain buried culvert depths
and promote stable crossings and for roadsice ditches entering them.
Culverts are to be backfilled with native material.
Where necessary, storm drain outlets were tied into proposed culverts to prevent erosion of the existing stream.
Limiting paved shoulders maximizes vegetation conveyance. Incorporating vegetation into the drainage system
throughout the project reduces flow velocity while also reducing sedimentation and promoting filtration and infiltration.
Planning minimization efforts included alignment of the pedestrian trail to avoid jurisdictional streams as much as
possible.
During the Planning Phase, the preferred alternative tightened the curvature of Ramp D and removed proposed Ramp
DD which lessened the impacts to UT to Long Creek (known locally as Hlghland Creek).
The existing bridge on Rankin Lake Road (Site 3) will be removed and the natural floodplain restored. This will also help
re-establish proper sediment flow in UT to Long Creek.
At Site 1, the roadside drainage, initially designed to be in a ditch, has been designed to be maintined in a 36-inich pipe to
avoid infiltration of potentially contaminated groundwater associated with the nearby landfill.
At Site 5, UT to Long Creek was daylighted as much as possible which minimized the culvert length and impact to UT to
Long Creek.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices (BMPs) will be utilized during construction to reduce stormwater impacts to receiving
streams due to erosion and runoff.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
� Yes ❑ No
If no, expl8111: NOTE: NCDOT does not propose mitigation for the
bank stabilization impacts, as it does not require fill in the stream bed
and therefore, under Section 404 of the Clean Water Act, does not
constitute Loss of Waters of the U.S. and is not subject to compensatory
mitigation. Furthermore, the proposed bank stabilization is needed to
prevent erosion and sedimentation by preventing bank destabilization
2a. Does the project require Compensatory Mitigation for and thereby minimizing impacts to the environment.
impacts to Waters of the U.S. or Waters of the State?
Additionally, in a December 2, 2016, phone meeting with Steve
Kachefski, it was determined that the permanent stream impacts for
"channel improvements" at Site 5, and the log removal and non-native
rock removal at Site 3, will not require mitigation, as stream function will
be enhanced.
Mitigation will be provided for the permanent stream impacts resulting
from the installation of the RCBC Extension at Site 1 and the RCBC
installation at Site 5, and for the wetland im act at Site 2.
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
10
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: 335 linear feet
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.09 acre
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.
see Section D.2.a for breakdown of mitigation requirements.
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:
11
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: If required from 1a, see attached buffer permit drawings.
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 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 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
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
12
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:
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 interchange project, 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
13
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?
USFWS website and NCDOT species surveys. A 4(d) Memo for NLEB was submitted to USFWS on December 6, 2016,
and also provided to USACE.
The latest surveys for Schweinitz's sunflower and Dwarf-flowered heartleaf were conducted on October 9, 2015 and April
28, 2016, respectively. No individuals of either species were identified, resulting in No Effect Biological Conclusions for
both.
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
� Philip S. Harris, P.E., C.P.M. - --- I z— � z— 201�i
Applicant/Agent's Printed Name � Date
plicant/Agent's Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
14
Mitigation Services
ENVIRONMEMTAI �UALITY
PAT MCCRORY
c�,;��,�»�,�
DONALD It. �1� N DER VAART
.��<'Cft t4t�l �
December 5, 2016
Mr. Philip S. Harris, III, P.E., CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: Mitigation Acceptance Letter:
I-5000, I-85 / US 321 Geometric Safety Improvements to Existing Interchange,
Gaston County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the compensatory stream and riparian wetland mitigation for the subject project. Based on the information
supplied by you on December 5, 2016, the impacts are located in CU 03050102 of the Catawba River basin in
the Southern Piedmont (CP) Eco-Region, and are as follows:
Stream and
Wetlands
� Impacts �
*Some of the stream
River CU Eco-
Basin Location Region Cold
Catawba i 03050102 j SP
Stream
Cool Warm
0 335.0
Wetlands
�P$�8n Non- Coastal
Riparian Marsh
0.09
may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
DMS commits to implementing sufficient compensatory stream and riparian wetland mitigation
credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance
with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required
from DMS.
8420.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-
Sincerely,
�
James . Stanfill
Credit Management Supervisor
cc: Mr. Steve Kichefski, USACE — Asheville Regulatvry Field Office
Ms. Amy Chapman, NCDWR
File: I-5000
State of North Carolina Environtnental Quality � Mitigation Services
1b52 Mai] Setvice Center � 217 W. Iones Street, Suite 3000 � Raleigh, NC 27609-1652
919 707 8976 T
Hi }l�.ti'� North Carolina Department of Transportation ,��
�Stort�wa�er , '
„��,,.,�,., Highway Stormwater Program �
,_��.,
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: I-5000 County(ies): Gaston Page 1 of 2
General Project Information
WBS Element: TIP Number: I-5000 Project Type: Roadway Relocation Date: 11/20/2016
NCDOT Contact: Bill Zerman, P.E. Contractor / Designer: Dan Robisnon, P.E.
Address: NCDOT Hydraulics Address: Kimley-Horn
1000 Birch Ridge Road 3001 Weston Parkway
Raleigh, NC 27610 Cary, NC 27513
Phone: 919-707-6709 Phone: 919-677-2178
Email: bzerman@ncdot.gov Email: dan.robinson@kimley-horn.com
City/Town: Gastonia Count ies : Gaston
River Basin(s): Catawba CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Project Length (lin. miles or feet): 0.644 Miles Surrounding Land Use: Urban
Proposed Project Existing Site
Project Built-Upon Area (ac.) 22.6 ac. 19.9 ac.
Typical Cross Section Description: Along I-85: 3@ 12' wide lanes with concrete barrier median and shoulder section. Along I-85: 3@ 12' wide lanes with concrete barrier median and shoulder section with
Along US 321: 2'-6" gutter replacement as well as additional concrete islands and varying sideslopes. Along US 321: 2@ 12' lanes with concrete islands and dedicated
intersection reconfiguration for new ramp terminals. turn lanes.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 59,100 Year: 2035 Existing: 49,544 Year: 2015
General Project Narrative: All opporunities for treatment were utilized, primarily in the form of performed scour holes at three locations (see page 2 of 2 of Stormwater Management Plan) and using rip rap
(Description of Minimization of Water at pipe outlets to provide energy dissipation and encourage diffuse flow (Site 7& 9) before reaching the jurisdictional stream. Culvert Avoidance and Minimization Design
Quality Impacts) Guidance (dated April 2012) was used in designing culverts. New location culverts and culvert extensions were designed with sills/floodplain benches to maintain buried culvert
depths and promote stable crossings and for roadside ditches entering the stream. Culverts are backfilled with native materials. Where necessary, some storm drain outlets
were tied into proposed culverts to prevent erosion of the existing stream. Limiting paved shoulders maximized vegetative conveyance. Incorporating vegetated swales into the
drainage system throughout the project reduces flow velocity while also promoting natural sedimentation, filtration, and infiltration of stormwater drainage. Planning minimum
measures included alignment of Trail to avoid JS as much as possible. At Site 8, using a grass lined ditch provides some treatment before water enters the JS. During the
planning phase, the preferred alternative tightened the curvature of Ramp D and removed Ramp DD which lessened the impact to Highland Creek. The existing bridge on
Rankin Lake Road (Site 3) will be removed and the natural floodplain restored. At Site 5, the stream was daylighted as much as possible which minimized the culvert length and
impacts to the stream.
Waterbody Information
Surface Water Body (1): Long Creek (Tributary L-8 Unclassified) NCDWR Stream Index No.: 11-129-16-(4)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: biolo ical im airment
Aquatic T&E S ecies? No Comments:
NRTR Stream ID: F13SE5 Buffer Rules in Effect: N/A
Project Includes Brid e Spannin Water Bod ? 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)
.� �,,, �'�
Hi�hW�� North Carolina Department of Transportation
Stormwa�r Hi hwa Stormwater Pro ram ���"':�
,,, c.,«,� J Y J
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: I-5000 County(ies): Gaston Page 2 of 2
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules?
5 -RPA- 20+24 (RT) (1)Long PSH Class 'B' 0.8 Pipe 15 3.3 1.4 N/A
352845242,-81.1869893 Creek
5 -RPD- 28+10 (RT) (1)Long PSH Class 'B' 1.1 Pipe 18 4.4 1.5 N/A
35.2849308,-81.1869559 Creek
5 -RPD- 31+41 (RT) (1)Long PSH Class'B' 0.9 Pipe 18 3.0 1.3 N/A
352858934,-81.1867079 Creek
Additional Comments
� Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
�
�
P�epored in t� Oifice of: NYDRt1 ULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2015 = 49,sa4 DIVISION OF HIGHWAYS
50 25 0 50 700 1000 Birch Ridge Dr., Raleigh NC, Z76l0 Y90R9'F8
ADT 2035 = 59,100 LENGTH ROADWAY TIP PROJECT I-5000 = 0.644 MILES oF c.�,�
K = � O % 2012 STANDARD SPECTFICATIONS �� ���
PLANS D= 55 /o TOTAL LENGTH TIP PROJECT I-5000 = 0.644 MILES ��E � �
0
SIGNA7'L/RE:
50 25 0 50 700 T= 12 %* RIGHT OF WAY DATE: Jqson Moore. PE � o
rno�vcr r.xc�xr:r•R ROADWAY DESIGN � �
V= 50 MPH August 21, 2075 ENGINEER
PROFILE (HORIZONTAL) * TTST =8 DUAL =4 A�� °��
t0 5 0 to 2p FUNC CLASS = LETTING DATE: Brvan Key, PE �l �� 4�p���
PRINCIPAL ARTERIAL February 21, 2017 �Ro�ccr oesrcN ExcrxErx
PROFILE (VERTICAL) REGIONAL TIER r�'
SlGNATL"RE:
N
z
0
>
K
DETAIL 13
GRADING DETAIVBANK STABIIIZATION
SCALE: 1" = 20'
PLAN PROFILE
. \ � I I \ ' / / . � / / ' / / /
�� � 3:1,� E TOP 0 i � ��i�� � �. i � ��
BA� �' �, � ;,i; � �
.I �, ' ,' ,i � i ,�
� �"'� �'�� Q � �
PROP FLOODPLAIN ~
=50' � ;a.� , EX AVATE ROAD�AY EMBANKMENT EXIST�NG RIaGE ���
� FIL AND GRADE TO MATCH EXISTING �
� �// OV RBANK TOPOGRAPHY AS SHO�yN XlK l L C T R I �qpPROXIMATEDEPT; ���
_� �' � � � � ����
� � , / � �� ��� � .
/ � ����� i
� � // � �
o LASS IIRIP RAP l ���,i ��\ , i� -----------'� -' ''A llRlP RAP
� ST 45 TONS � / � /%�/'�"> � � � �, � � � � � , H l Y )
EST 50 SY GEO � � ��"� � i i, /' Xl TI RTI � EL= 705A'
� � !'� ��' %� !i�� ��Q � i � � � P P R l
� � � �� �� / ��� ���� � � � TREAM B � K SLOPE
/ /%�� !/ ��� /,�� �,q� -�, .,
� ,� � , 3:l � I APPROX. l5:lJ
/ PR X. 1.5a1 � �f/� �� F �O � ; � _
� ATCH EXISTING � CLASS II RIP RAP '4O ,A %�PrRAP
/ E5T 150 TONS Xl TI TR
5T AM BANK SLOP ) 2/' EL.= 697.0' L.=
� EST 160 SY GEO �ST PR P R l
� - APPROX.L5:1 STREAM BA K SLOPE
XISTING BRIDGE �Y (MATCH XISTING APPROX.lS:II
TO BE REMOVED r -" � � , � �+�i- STREA�BANK SLOPE) �� ' ; ���
( �
/ , � ���/' ' �. Q � / L�1 .
/ �
DETAII 1
$PECIAL UIERAL 'V' D17CH
(No!!o Scde)
Gra nn z'I � F`o e� S�ope
o Qo� p
Min �� 1.5 Fi.
FROM STA.lA-50 TO STA.17.33 -TRAiI- (LT}
FROM STA. 18 �� 72 TO STA. 19+99 -TRAIL- �lT�
FROM STA. 39-00 TO STA.39+65 -TRAIL- (LTJ
FROM $TA. 39 - 65 TO $TA. 40+50 -TRA�L- (L�
FROM STA- A2 �: 50 TO STA. 43 �r 50 -TRAII- (Ln
FROM STA. A3-,�50 TO STA. 45 :00 -TRAII- (L'p
FROM STA.46�+50 TO S7A 46+72 iRAlt- (L7�
FROM STA. 20+10 TO STA. 21+50 -RP0. (L'�
FROM STA 28+00 TO STA.37��00 -RPD- �L�
iROM STA. 32 a� 50 TO STA- 34 - 50 -Yl- (RT)
FROM STA.36�:�50 i0 STA.37+�50 -Yl- jRT)
DETAIL 9
SPECIAL WTERAL 'V' D1TCH
� Hoi io S�del
vm
z A.\ ;e Siope
Ge�n' o'P� D Fo� <
Gooio.6lo M��. D=7.5 Pt.
Type oiLine's QO551Rip-ROp Mox.d=1.0 Pt.
FROM SiA-19-50 TO STA.20+20 -RP0. (l'�
DETAIL 14
UTILITY ACCESS ROAD
(Hoeeo s�o�nl
7��16 �
ra si�e
� Geo.e�:ie
TYPeofLiner- Clas ARip-Rop 0=1'
FROM STA 15 ���� 00 TO STA. 17 �:- 47 -ftPO- (ftn
DETA�L 27
IATERAI 6ASE DRCFi
�Nono s�oml
b
Nmueai Fo� t - fi
c.o��a d ne�` o °o e< '"�^. soo�
GFOTE%?LE g
Min. D- I.5 F.
Mox. d= 1.5 F.
�wna, a is - e.o' B- 2.0 fi.
Typo o{ i.rnar= Ckss I Rip-Rcp 6= 5.0 R.
FROM STA.17+00 TO $TA.18+09 -RPA- (RT�
DETAIL 2
TOE PROTECTION
�No:+o s��b7
00. R�.t
P!UR<t �'��,'��0. StOPE
vxouNo d f
cEoiExn�
d= t.0 R.
7ype oi �ner. Qass 'B' Rip-Rap
FROM STA. 12-00 TO S7A. 17+00 -RPM (RT�
DETAII 11
SPECIAL LATERAL DITCM wrHINGE
(�+mro Swkl
G�ov,d �
Run�
� 9.� � b� qrt'n
Sbpe
6.0' i-- Min. D= I.0 F1.
FROM STA. 56+00 TO STA. 63+00 -L- (RTJ
FROM STA. 63 :-00 TO STA. 65 �t 50 -L- (RTj
DEfAiL 20
srecv�i urew.i �v� otrcn
� Nm io s�aiol
fi0 DETAIL 21
2'� �e LO'"' $TANDAkD BASE DITCH
Gro��d �) p F n � I No� �„ s�lol
d
v.�d N..:u.�
Gao�o.i6e M D 1.5 F1. Groo� D 1� .o�-
TYPo of une�- Goss ,B, Pop-Rop M. d :.0 F:.
Min. D. 2,0 R �
fROM STA 17 �. 33 TO STA. 18 ��� %2 -TRAIb (lT� 9- 3A r+-
FROM STA 36+00 TO STA_ 36-85 -TRAit- (lT pROM STA. 3.+25 TO STA. 34eS0 -TRAII- (RT)
FROM $TA. 36+85 TO $TA. 37+>0 -TRtJL- �li�
DETAIL 28
DANK STAe1LIZATION
�Noi.� umm�
ex�sr
GROI/N� _
,� 1ir�
STRUCTURE �'/TH EIX1AL OR BErTER
f�l�yC�LUDIH C FQOT NGl AND'6' �IITERED
INLET HEAO�ACL
� m;;1;��
� '^ ;i� \ i - "2LYCLA55 /lRIP RAP
- - mP�
TO£X ST �ETOP OF BANK I�`�-_,�I F/LTER FABRIC
f5lAPE V�IABLEI ��q"CHAIyNEL �'/OTH
ACOIyG CULVERr FACE
STA- 7.2 �, 3d -Y3- �LTJ, STA. Z2 +� 34 -Y3- (RT)
DEl'All 3 DETAIL 4
LATERAL BASE DITCH LATERAL'V' DITCtI
( Nol �a Swk� � Nor �o S<de)
� f �QP I �'
urol
Grvvnd :1 3'� i„F�. Fy
d D � "hi. Slopo
Min. D= 2.0 Fi. �rp„ F°Hs� D
Geoi=s�dc g Mox. d= 7.25 FI- ShouWu. Min. De i.5 f..
Bm 3.0 Ft b > 2.0 FI.
b > 5.0 F�.
T of tinar= Cbss 1 Ri Ro FROM STA 21 -� 50 TO STA, 24 +00 -RP0. (LT)
PROM STA.78-30 TO STA. I9+50 -RP0. {Cf� FROM STA. 24-00 70 STA.28+o0 -RPD- I�T)
DETAIL 22
CHANNEL (MPROVEMENTS
, ai �o s<aie;
EXISTING 3 e 8' X p' RrBC fBURiEO /'J
��N� lA' fBURIEDI 92' �l� C/isWlyEL �IEASUREO
AL SKE'�'ED CULVERT FACE
'jf�11i�` - � `�-��STALL OF CLA55 uRIP RAP
2�, � ro ex�sr�c roP of c�oupa
GEOTEXTiLE
coHNE/yCT TOE OF �L J� r sius ayo aa �y�oe F�a�ooa�ap
TOPYbF� TO K XISTIIyG l5 �5 BENCHES �IEASUREO ALONG SKE}yED
tSLOPE V�ABLE1 CULVERT FACEeFL00DPLAlN BENLHES
CO�IPR/SED OF CLA55 U RlP RAP
AN� N�NE �IATERIAL TO TOP OF S/!LS
STA. 78' 31 -RPD- (LT'�
STA. 18-62 -RP�- (RT)
DETAIL 5
SPECIAL CUT DIiCH
� ho++a 5mk1
F,��,
� o� oR��.
e\ Siopc
G.o�mme �'lo p F�o�a�
Min. D- �.0 Ft.
fROM STA. 11-00 TO STA. Z0+00 -Y2- �Ln
FROM SIA.lI+�15 TO $TA.13-50-Y3-�LT)
FROM STA. 11 �: 97 TO $TA. 73 ��� 00 -Y3- (RT)
fROM SiA.13-: 00 TO STA.20+50 -Y3- (ftT�
DETAIL 14
lOE PROI'EC710N
?-/ 1 na �o S�ole7 , �oaer
'%Ii y.� pvrie ,�� °��.,w�
e f
a
GeoiextHe
a- i r+
Type ofLiner= Class '8' Rip-�ap
FROM STA 24+�75 TO STA. 25+00 -RP0. (RT)
DETAIL 6
6ERM 'V' DITCH
��o.,o ��
� 1 �
1
Tn 7.� D �' RDwr
Min. D- 1.0 F.
6= SA H
PROM STA.14r00 TO STA.18+00 -Y2- flT�
DETAIL 15
RIP RAP AT EMBANKMENT
INo+�o Smki
t0'mi
�o� �.o',ni"� 2.0'
7
GEOTEXtitE
Typeoflinorm Cbsslla��..xun
- z5
55
60
DETAIL 23
CHANNEIIMPROVEMENTS
CONIyECT TOE OF C/i.4lyA/EL TO ������ 3C��
EXISTINC TOP OF B.4NK 3 m 8' X 9' RCBC
fSLOPE V�IABLEI /N57ALL 2A'
EXIST�,����R � i OF CLASS u
��N� RlP RAP TO
GEOTEXTILE ?YP� i EXISTIIyG TOP
9�' OF GROU D tTYP1
�lE U ED HAqL�byN/yE�L �5 r 5/LCS A�/D/6b' �/O� N
SK EO WLVERT FLOOOPLAIIy BENCH ,yEA5URE0
F� ALONG SKE�'ED CU[VERT FACE
JIA.4��tV4 -l-
STA. A7 + 54 -l-
Pipe u�l
o�>i
54�o.e
Sco�r M
�oisnown��lo
PROIECT REFERENCE NO. I SNEEi NO.
WW SHEET NO.
ROADWAY DESIGN FIYDRAULICS
ENGINEER ENGINEER
1N�OIvYPLE E PLAN�
DO NOT UBIE FOA /� W ACRlII9ITION
PRELI1kYIIN RY PL.�NB
DO NOT USE FO CONSTRUQ;TION
'NOT TO SCALE
PLAN VIEW
PERMIT DRAWING
SHEET 2 OF 75
HOLE
INSTALL LEvfl AND iWSM
WiTli NATUR4L GROUND
n
�
gs q
D= 1.5
W- 4
pU�NiRY "FR SCOU� MOtE:
] TOV$ CIASS '3' RI� 2AP
SECT�ON A-A �< sr ceo'rem�.e
IB SY PSRM
�� %?E jtl = i5" OR 18"�
S��F D
vsa+n
INFLOW NANrsAt
I.WER� CIASS B R�PRAP V'�B�'I h
wm+ ceo�xrne mw. r nxx
STA.20-i�24 -RPA- (R'q
STA.28*10 -RP0. (R'�
$TA. 31+4p -RPD- (Rn
DETAIL 7
6EftM 'V' DITCH
��+o��0 5<�ok)h "
Nolu:ai 1 I I
G.a�„d 1-) ti�
d D RDWY
a
Min.D= 1-0 H. PSRr-n
b� 5.0 F.
Type oi Linet� PSRM
FROM STA. 17 �.50 TO STA. 14+� 00 -Y2- (LT)
DETAIL 17
S7ANDARD 'V' TAiI DRCH
( Nor ro Scdo�
Naryno 1 Nu
G�ovna z,� ,�\ Gaufu
0
Min. D� ].0 Ft.
FROM STA 70+85 TO STA. 71+68 -Y3- (R'�
FROM STA.39+55 TO S7A. 39+65 -TRAIL- (RT�
DETAIL 25
SPECIAI CUT DITCH
� Noi :o kda�
��
,�.. ° s�oco
G�a��:d :) p ° e`
d
ceo,e.� r.ti�. o=�s n.
Type o(� Class'B' R�F.Rap M n. d-7.0 Ft.
FROM STA.76-:�60 TO STA.29�75 -TRAItr �L7�
FROM STA. 26 �1� 60 TO $TA. 29;� 75 -TNA�L- (R7f
we
DETAIL 8
TOE PkOTECTION
�: � � Nut �o Scalei �E�
t��R F� �p� F\ Qe
S'n �YR ,y.� E��S
d not�rd
d� 1.0 i�. PSRM G.o�n�f
rroc otl.i�e•� PSRM
FROM $TA. 13 � 50 TO STA. 77- 50 -RPD- lL7J
FROM STA.22-00 TO $iA.24-0D -RPO- (Li)
FROM S7A. 31 �� 70 TO STA. 34 r 50 -RPD- (LT)
FROM STA.70:00 TO $TA.2��-00 -TRAIL- (Ln
DETAIL 18
UTILIN ACCES$ ROAD
(Nc,fa Scab�
honl 6:1 �`- ib' �o�e< G�ound
s�ooa
�eo�a.�,�e
Type of Liner= Qass 'A' Rip-Rop
FROM STA.73-, 50 TO STA.15;��00 -RP0. (RT)
DETAIL 26
STANDARD 'V' DITCH
�no�,o s�w.�
Nah,rui ' oi
G.>vnd 1:I ,L.\ G.wne
0
d
Gao e. Ao
Min. � 1.0 ��i.
fype ot liner- Qasa '0 Rip-Rap Mo . d- 7.5 FI.
PROM S7A. 36 � 85 70 SiA. 37+25 -7RAll- �RT,
FROM STA. 43 . 50 TO STA. 43+60 -TRAIL- Rn
�
,� MATCHLWE —Yl— STA. 25+00 SEE SHEET 4
`� 25+QQ � q� � 1 ExiSt
PROIECT REFERENCE NO. SNEET NO.
1-5000 5
N. .. (�P /5" � ' ��C.\ F D � E� ��/� �%` C� ROADWAY �IGN E� FIYDRAULICS
N .
� � -�� � ;ti � � `�F� '�ti�
\ fkCP-N1 �
\,` � �5' / E S �—RETAi ENGINEER ENGINEER
� L T � .... . _ _: _ .,.. I .
, ce Q\ `��, c �� -�� F ° r � `� AN rYi a cuc srsre� � S"'�S�l��ti
� ry lc' �__ / �F y
COIyNEGTORS i / ��.�X tC
$ cg\ �� � � E p -�' p CLASS 'B' RSiP RAP � SO
ssr va � ���� t� /�x � � � � � l CB�4HpE� ��� / - Ar, ES7 7 SY�FF .:� ,. � / � �9
�_��� cs k �• H x � X � ��; � CB � �svSiEM - � �� IS�T53 �ONSiP R4P �`���� QpE ��v i � � e
/��.-: � lB'fRCP'M /8! f�-llq �p �ST 10 SY FF FES F � /
�&� ;�mNc �;� Rg 0yE ExiST i8• °'7 i6 / E 5 -� � �
�=� �, � �IAYA LODGING LLC / Ary� EXIST CB R E TO B \ v � % �
R � . M'� VY/ I?0 & LUG � � /j ..
�� � ��� / 7 0 � � eoNNEcroRs SITE 4- IMPAGT Z M-W e� � ,s
�� �T �/�'�. � �5. � � ��� �F,�• � (SGALE: 1°=$O�� � � �S �OCUMENTNOTCONSIDEREOFINA�
--' esr pa I � � � _ �, ��, / fRCP-N� l �� \ � e� � / F - .,�,.,, UNLESS ALL SIGNATURES COMPLETED
�� � �r�a� 1 ��� � �
�H �t �/ 9� e i5• �F �� ���'N� 100 50 0 100 200
. �NGRE55/EG�Q"757.5i' � 1I � /F �'
I REy�OVE CB f �`y PREFORMED SCOUR
_ e•�� c<se�+cW -�sz.a� i ANu SVSiEM e ei �
TOP-�61.6g' 24•C&C��" '- �P �.. �S� l5• CB � � \ HOLE DATA / � c�
�NV'75a.80• [ / � lRCP-N1 �n I \ � Q10� 3.0 CPS / � ,
Lr (�(�y 24• c&eEaSeucNr vaF � /�� �s� � / /
.� �[�J� MAtEfl V1�� S' D i �p� I �5 F t�/ /
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2W SHEET NO.
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j� BORING NUMBER: STREAM 2/ FROM BORING SLOPE _ l.l% BORIN� NUMBER: STREAM 20
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1-5000 9
WW SHEET NO.
ROADWAY DESIGN FIYDRAULICS
ENGINEER ENGINEER
�OCUMENT NOT CONSIDEREO FINA�
UNLESS ALL SIGNATURES COMPLETED
100 50 0 700 200
PERMIT DRAWING
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IMPACTS IN $URFACE WATEft
�DENOTES IMPACTS IN
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FOR DRNNAGE DETA�LS SEE S/iEET 2-F
FOR -Y2- PROFILE SEE SHEETS ll & l2
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -RPA- 16+85 to 19+99 (RT) 3@ 8'x9' RCBC Extension 0.03 108
1 -RPA- 16+85 to 19+99 (RT) Channel Improvements 0.05 < 0.01 138 23
2 -RPA- 19+24 to 20+23 (RT) Fill Slope 0.09
3 -RPD- 28+91 (RT) Bank Stabilization < 0.01 0.03 59 136
4 -TRAIL- 34+40 to 34+58 (RT) Bank Stabilization < 0.01 < 0.01 10 10
5 -RPD- 18+50 (CL) 3@ 8'x10' RCBC 0.03 89
5 -RPD- 18+50 (CL) Channel Improvements 0.04 < 0.01 127 10
6 -Y3- 22+34 (CL) 24' x 8' CONSPAN (or eq.) 0.05 164
6 -Y3- 22+34 (CL) Bank Stabilization 0.03 < 0.01 91 23
7 -TRAIL- 43+52 to 43+73 (RT) Bank Stabilization < 0.01 < 0.01 10 10
8 -TRAIL- 39+47 to 39+61 (RT) Bank Stabilization < 0.01 < 0.01 10 10
9 -TRAIL- 37+11 to 37+32 (RT) Bank Stabilization < 0.01 < 0.01 10 10
TOTALS*: 0.09 0.19 0.10 652 396
*Rounded totals are sum of actual impacts
NOTES:
22 LF of Existing Bridge Removal at Site 3
2013 10 24
• �
�
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH
Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER
ADT 2 Ol 7= 49,5� 6 DI VISI01� OF HIGHWA YS
50 25 0 50 l0o ADT 2037 = 63,676 LENGTH ROADWAY TIP PROJECT I-5000 = 0.644 MILES 1000 Birch Ridge Dr., Raleigh Nc, 27610 0� �oa�a �qg
K _ 8 p/o 2012 STANDARD SPECIFICATIONS Q� �°Qo
PLANS �
D= 55 % TOTAL LENGTH TIP PROJECT I-5000 = 0.644 MILES I'•E• � 9
50 25 0 50 l00 T— q ��o * RIGHT OF WAY DATE: GARY LOVERING, PE SIGNATURE: � o
V = 5O MPH AUGUST 21 ZO�S I'ROJECT ENGINEER ROADWAY DESIG11t �'� Q
PROFILE (HORIZONTAL) * TTST = 7 DUAL — 2 � E11tGI11tEER �' �
_ ��,�p o �gQoQ
BRYAN KEY, PE °� 4��
l 0 5 0 l 0 2 p F U N C C LAS S= LETTI11lG DATE:
P RI N C I PAL ARTE RIAL F E B RUARY 21, 2 017 I'ROJECT DESIGN ENGINEER
PROFILE (VERTICAL) REGIONAL TIER P�E�
SIGNAT URE:
BOU11lDARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin �
Property Corner �
Property Monument 0
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
WLB
EAB
EPB
HPB
Known Contamination Area: Soil -�• S �• -
Potential Contamination Area: Soil -�— S—�-
Known Contamination Area: Water - �' —W— �' -
Potential Contamination Area: Water -� W �-
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
$CilOOI
Church
Dam
HYDROLOGY.•
Stream or Body of Water ---
Hydro, Pool or Reservoir �_
Jurisdictional Stream �S.
Buffer Zone 1
BufFer Zone 2
Flow Arrow � --�
Disappearing Stream �---
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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
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0
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ROADS AND RELATED FEATURES:
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E
TDE
PDE
DUE
PUE
TUE
AUE
0
Proposed Slope Stakes Cut --- �---
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 �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
T�EGETATIDN.•
Single Tree
Single Shrub
�
�
Hedge
Woods Line � � � � � �
Orchard
Vi neya rd
EXISTI11lG STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS 6(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS 6(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyord
CONC
J CONC WW I
`
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
coNc Hw TV Pedestal
TV Towe r
�--------� U/G TV Cable Hand Hole
��B U/G TV Cable LOS 6(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
0 U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
s
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
•
•
O
►1
�
�
-O-
O
a
�
HH
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
-W- -
W
A/G Water
- -T�- - -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
0
�
— —�— —
— —G— —
—c—
a�c cas
�
O
55
A/G Sanitary Sewer
— — — —FSS— — — -
— — F55 — —
FSS
•
a
�
Os
- 7UTL -
0
UST
0
�
0
AATU R
E.O.I.
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NGS FOR MONUMENT "P222"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 564112.540(ft) EASTING: 1347033.150(ft)
ELEVATION: 727.863(ft)
THE AVERAGE COMBINED GR[p FACTOR USED ON THIS PROJECT
(GROUND TO GRIDI IS: 0.999842
� THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
I "P222" TO -Y1- STATION 11+00.00 IS
N 2°06'45.3" E 3745.271
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
BEGI N
PROJ ECT I-5000
11 � �0.0�
T0 LlIVCOLNTOIV
-Yl -
--- �•�
US 321 /S CHESTER ST
`_��.��,.�--
,� -�---_�y---�w�y------___.
-----------, -----------� �-r------------r,---- ----,.
�
� � II
svR vEY
POINT DESCo NORTH EAST E�EV(TION L ST(TION OFFSET
———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ————————————————
4 B�-4 566317e711�1 13442310783� 7PJ8o16 11�77015 7PJo47 LT
3 B�-3 566158a457QJ 1345323o3QJ3� 713019 22�6806(� 6�0�3 LT
1 M�PJ13R-1 565857a236(� 1346242o927PJ 741036 32�25041 74066 LT
21 BL — 21 5657�Jf� 0 13PJPJ 1346689 0 327� 751 0 72 36 � 95 0�9 1 15 0 63 LT
20 BL-2(� 565484a193PJ 1347(�34o335PJ 751037 40��8061 62043 LT
19 BL — 19 565335 e 979�J 134736(� 0 83(�� 746 0 40J 44 � 57 0 17 63 0 15 LT
18 BL-18 56518�0547�1 134771(�o482PJ 736012 48�3�08� 66e�2 LT
17 BL-17 564911a855PJ 13483710391� 7280�6 55�66024 64019 LT
16 BL-16 564855a158f� 1348862068(�� 736079 6(��7�027 62031 �T
15 BL-15 564938a852PJ 13493680212� 737044 66�1�08� 63019 LT
14 BL-14 565243a983� 135�1270638� 72203� 74�35029 63037 LT
POINT DESCe NORTH ERST ELEVATION L STATION OFFSET
———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ————————————————
5 B�-5 566184o219PJ 134411(�o488PJ 7�8e26 1(��61oPJ7 67e56 RT
6 B�-6 566135a658PJ 13447510193� 7PJPJo97 17�11026 61067 RT
7 B�-7 565�47e525� 1345584o284PJ 72(�e45 25�75076 66e�4 RT
8 B�-8 565616a484PJ 13464370542� 748oPJ� 35�f��o76 65oPJ1 RT
� B� —� 565348 e 1 19(� 1347(�31 0 57(�PJ 75(� e 21 41 � 52 0 6(� 62 e 51 RT
1 f� B� — 1 f� 565134 a 627PJ 1347496 0 79f�� 741 0 26 46 � 64 0 46 63 0 58 RT
11 BL-11 5647610874� 1348447o38�PJ 735e25 56�72079 65e�� RT
12 B�-12 564821a526PJ 134�4120525� 742012 66�18oPJ4 620(�1 RT
13 BL-13 56512804�5� 135PJ182o3PJ3PJ 721e�4 74�41042 64e34 RT
BY� BM#10
POINT DESCe NORTH ERST ELEVRTION Y1 STRTION OFFSET
———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ————————————————
22 BY1-22 567754e755� 1347225o1QJ5PJ 73�e15 11���071 55035 LT
24 BY1-24 567224a327�1 13471PJ8o173�J 7330�3 17�31079 53082 RT
26 BY1-26 566493a455PJ 13472150871�1 731085 24�610�1 64054 LT
27 BY1-27 565916a654�J 13472�120553� 735049 3(��37095 59065 LT
29 BY1-29 565283a669� 1347168o967Q1 72�e66 36�71e35 35031 LT
3(� BY1-3(� 56461�a892�1 1347158o142PJ 723058 43�44022 34031 LT
222 P222 564112o54�PJ 1347�33o15f�Q1 727a86 48�44034 83039 RT
32 BY1-32 563591a738P 1347144o3�J3PJ 72(�015 53�63047 35035 �T
BY1
POINT DESCe NORTH EAST E�EVRTION Y2 STRTION OFFSET
43 BY3-43 5681820475(� 1348926o45�PJ 6910(�9 OUTSIDE PROJECT LIMITS
42 BY3-42 567841a595PJ 13486540�11� 698056 12�15067 220�9 RT
4 1 BY3 — 4 1 56728� a 4 1 1 f� 1 3484 13 0 285PJ 7 1(� a 29 1 8� 1 1 0�8 63 0(�5 RT
4� BY3-4P 566744a354D 13485Q19o927Q1 714035 23�21034 8�027 LT
39 BY3-3� 566442e9�2(� 1348231o�45PJ 722027 27�06026 25e68 RT
134 BY3-34 565723a99Q1�J 13479740438� 754065 34t29o16 117089 RT
35 BY3-35 565248a472�J 1348218o710PJ 764034 3��38011 1607� LT
36 BY3-36 564724057�� 13483400172� 748077 44�7509(� 17055 LT
37 BY3-37 564218e787(� 13484�3o8�4PJ 73(�059 OUTSIDE PROJECT LIMITS
C01�lTROL
BM#12
BL-13
SHEET
NO TE: DRAWING NO T T O SCALE
_.�-'=_ --
#�
I-32
—T I—
US 321 /N CHESTER ST
T 0 GAST 0/V lA
PROJECT REFERENCE NO. SHEET NO.
I-5000 1 C-1
Location and Survevs
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND
ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT:
HTTPS://CONNECT.NCDOT. GOU/RESO URCES/LOCATION/
THE FILES TO BE FO UND ARE AS FOLLOWS:
I5000 LS_CONTR OL. TXT
I5000 LS_LOCAL. TXT
2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS
PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE
LOCATION AND SURVEYS UNIT.
3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM,
UTILIZING THE NCGS RTN SYSTEM (VRS).
MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT
LOCATION AND SURVEYS UNIT:
• INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL
■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL
8 INDICATES BENCHMARKS FOR VERTICAL CONTROL
���.��.������������������.�����.��������
BM1 E�EVRTION = 71�oPJ5
N 563584 E 1347187
Y1 ST(TION 53�71 78 LEFT
RR SPIKE IN B�SE OF 15 INCH DOGWOOD
.,��_�������*,.�,���.�,�,�,�,�,�*��*��,�
����.����������������,�,���,�.���.�����.
BM2 E�EVRTION = 721088
N 565373 E 1347232
� STRTION 43�25 43 �EFT
CHISE�ED SQUARE IN BRIDGE PIER BRSE
.,���,��������,�,�,�,���,���,������*����
��.M.M�����������,�,�M�.�.�.�.��M.���.,.
BM3 E�EVRTION = 73�023
N 567774 E 1347226
Y1 STRTION 11�8� 56 LEFT
CHISE�ED SQURRE CORNER OF UTI�ITY BOX
BqSE
.M.M�,�M.M.M.,.���..�,.,���...�.���.�.MM
*,��*�����.���,�,�,�,�,,,���,��*�.���.��
BM4 E�EVATION = 7f�8o75
N 565895 E 1347527
Y4R STRT I ON 1(� �(�PJ
N 68°23'34e�" W DIST 245o3PJ
CHISELED SOUARE IN CONC BRIDGE
WHEELGURRD
..��.���.,��.,.,.���.,...�����.�,.�.�...
BM5 E�EVATION = 752035
N 565887 E 1348QJ51
Y2 ST( T I ON 32 � 83 3PJ R I GHT
RR SPIKE IN BF�SE 24 INCH PINE
„ ��.,�,���,.�����������������,�*.*��,�,
����������*����������������.������������
BM6 E�EVRTION = 729015
N 564277 E 1348598
Y2 ST(TION 45�74081
S 36°�3'3301" E DIST 429a6PJ
RR SPIKE IN B(SE 15 INCH ORK
,���.�.�������.������������.�����������.
����.����������.��������.���������.���.�
BM7 ELEV(TION = 73206�
N 565282 E 135�f�65
L ST(TION 73�92 123 �EFT
RR SPIKE IN BRSE 18 INCH POP�RR
,�,.�*�����*���.�.���.�,�,���,����������
�.�.�������M�������������.��.�,�����.���
BM8 ELEV�TION = 751032
N 565481 E 1347f�43
L STRTION 41��8 63 LEFT
CHISE�D SQUARE NW SIDE OF I-85 SB BRIDGE
��������,��.���,�,�,�,�,�,.,���,��������
�...�.��������M��..M��,�,���.�.M.��M.M��
BM� ELEVRTION = 7PJ6o6�
N 566324 E 1344275
L STP�TION 12�1� 79 LEFT
CHISE�ED SLUF�RE IN BRSE OF CRNTI�EVER
TRRFFIC SIGN
M����.M�M.MM��,.,�.���..,�.�.M.�.,�M.M.M
�.�����*�,���������,�,��� „ ���������,���
BM 1(� E�EVRT I ON = 7(�9 0 28
N 566133 E 1344�81
L STRTION 1��33 12(� RIGHT
RR SPIKE IN BASE OF 18 INCH ORK
�������������.������������,�����������*�
BM11 E�EVRTION = 751056
N 565346 E 1347PJ36
L ST(TION 41�58 63 RIGHT
CHISELED SQUF�RE IN SW CORNER CONC
BRIDGE ABUTMENT
�,� „ �� „ �����������������.����,����,���
BM12 E�EVATION = 71906P
N 565153 E 135�253
L STRTION 74�92039
S 41°26'4703" E DIST 73011
CHISE�ED SQUF�RE IN CORNER CONC DROP
INLET
�.�,�.�����.�.���.������,.,����.��������
BY2
POINT DESCo NORTH EAST ELEV(TION Y3 STRTION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
122 BY1-22 567754o755�J 1347225o1PJ5PJ 73�015 1(��52019 27058 LT
23 BY2-23 5675920310� 13479330258� 72�044 17�78058 1034 RT
BY3
POINT DESCo NORTH EAST ELEVRTION Y4 STATION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
25 BY1-25 566655of�74� 1347�12033�� 728057 14�31089 1�042 LT
26 BY1-26 5664�30455�1 13472150871� 731085 OUTSIDE PROJECT LIMITS
28 BY3-28 5661750794� 13474QJ4o62�� 713055 OUTSIDE PROJECT �IMITS
33 BY3-33 565863o267PJ 1347568o287PJ 7��029 OUTSIDE PROJECT �IMITS
34 BY3-34 565723o99�PJ 13479740438� 754065 OUTSIDE PROJECT LIMITS
BY4
POINT DESCo NORTH EAST ELEVRTION Y1 STATION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
125 BY1-25 5666550(�74� 1347PJ12o33�� 728057 23�(�2038 141034 RT
2 M��13R-2 566(�120427� 1346857o143PJ 76�07� 29�47023 287013 RT
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NGS FOR MONUMENT "P222"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 564112.540(ft) EASTING: 1347033.150(ft)
ELEVATION: 727.863(ft)
THE AVERAGE COMBINED GR[p FACTOR USED ON THIS PROJECT
(GROUND TO GRIDI IS: 0.999842
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"P222" TO -Y1- STATION 11+00.00 IS
N 2°06'45.3" E 3745.271
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
�
TYPE ST�TION NORTH E�ST
POT 1 P�(�� o(�(� 566253 0 1447 1344(�51 0 3364
PC 1����0�0 56625301447 1344�51e3357
PT 33�53036 56573608248 134633Po436�
TS 5P�67o25 565�2502319 134788�e6159
SC 53�67025 5649P7o8928 134816506271
CS 66�37015 56488605�189 1349412of�847
ST 69+37015 564�9403113 134�6910�584
POT 74�92039 5652P7o37�7 13502�406865
RP�
TYPE ST�TION NORTH E�ST
POT 1����oPJ� 565�P1o2295 1348f�54o6714
TS 11�18017 565�5503�37 1347�4�06�25
SC 13�18017 56514906944 1347773o3P18
PT 14�24095 5652�505111 134768202881
PC 15 + 61 0�5 56528PJ o 15P8 1347567 0 4�J6PJ
PT 21�56071 5657�408�11 1347342075�7
POT 23�41077 565�7702337 1347374e3476
���
TYPE STPTION NORTH EP�ST
POT 1PJ���oO� 565�1606792 134635402815
POT 17�88054 5659�J7o2331 134714207635
RPC
TYPE ST�TION NORTH EP�ST
POT 1�J +�� o�0 565242 0 3772 134665�J o 88�PJ
TS 1P���o(�(� 56524203748 134665�08813
SC 11�5�a0f� 56511�02�6� 1346735e36�8
CS 12�42041 565�7103724 1346813065�2
ST 13��2041 565�1520��79 1346�61e688�
POT 15�6�0�8 565�J48o6447 134713�Jo2244
RPD
TYPE ST�TION NORTH EP�ST
POT 1����0�� 564823o544P 134827�03864
TS 1 1�(�� o(�(� 564851 0 18�7 1348183 0 2838
SC 13 � 5�J o�f� 564��1� 0 826� 1347�4� e 44�4
PRC 16�5�o6f� 5649P8o2761 1347641of�648
PT 21��8a95 56522208�39 134727607833
PC 22�74038 56529802263 134727708848
PT 27�45031 5657660634� 134732106158
PC 3��61083 566�7805�38 134737506576
PT 33�71071 56636704138 13472�503523
POT 35��Oo81 5665330�264 1347151e��28
Y1
TYPE ST�TION NORTH EP�ST
POT 1f��0�o0� 567�5502547 134717206734
POT 54��1028 5635540444� 13471�804�27
S UR T�EY
C01�lTROL
Y2
SHEET
TYPE ST�TION NORTH E�1ST
POT 1(� ��(� a(�� 568(� 1� o P 163 134g7�2 0 1423
PC 11�3�088 5678�307�74 134871403�11
PRC 2f��73a11 567�110�763 134846103497
PRC 26�53073 56647�03956 13482840259�
PT 35��4a99 56566607653 13481�501297
POT 45�74081 56462402446 134834502763
Y3
TYPE ST�TION NORTH E�ST
POT 1��P(�a�P 5677350�682 134716�04577
PC 14�8407� 5676640484� 13476480�88�
PT 18��8a79 56758301485 1347962oP619
POT 23�7902� 56738�099�� 134849505374
Y4
TYPE STRTION NORTH E�ST
POT 1�� f�f� o�� 566927 0 79�4 13467f�5 0 282�
PC 1PJ+2�o55 5668��of�745 134671202724
PCC 11�7�ag� 56677307572 13467��06(�51
PT 13�14038 5666�70�238 1346�0(�08595
POT 16��406� 56655108744 1347152o178f�
Y4�
TYPE ST�TION NORTH E�ST
POT 1�J+��o�P 5658�402277 134775407832
PC 12�4902� 5657�40513� 1347�830265(�
PT 13+39042 56568309677 1348�J70o5236
POT 13 � 7(� 0 61 565682 0 3785 13481(� 1 0 67(�6
Y�
TYPE ST�TION NORTH E�ST
POT 1�+��0�� 56775608586 1347�2908913
POT 11�39087 56775408161 134716�07461
Y6
TYPE ST�TION NORTH E�ST
POT 1���Oo�P 5673�5o13f�4 1346�3�04692
POT 12�250�� 5673�108448 134716404452
Y7
TYPE ST�TION NORTH E�ST
POT 1���Oe�� 56701�of��15 1346�3308447
POT 12�25a�� 567�f�6o7159 1347158o82f�7
Y8
TYPE ST�TION NORTH E�ST
POT 1���Oo�� 56456�02566 1346�2302�2�
POT 12 ��(� 0 2P 564557 0 437� 1347123 o P5(�7
NOTES: SEE SHEET 1C-1
-Preliminar -
y
�OOP_B
PROJECT REFERENCE NO. I SHEET NO.
I-5000 � 1C-2
Location and Survevs
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPE ST�TION NORTH E�ST
TS ��(�(� o(�(� 565533 0 3�25 13468g7 0 1685
SC 1�5(�0�0 565615o31P0 1346763e3364
PT 2�84oPJ8 56574104115 134673101149
PC 2��1072 5657480�4�1 1346732e4155
PT 4�61018 56585602561 13468480��31
PC 4�61018 56585602561 134684800�31
PT 5�58034 56586�Jo3777 1346945003�6
POT 7�55037 5658580(�174 13471420(�448
�OOP_C
TYPE ST�TION NORTH E�ST
TS P��� o PJO 565376 0 5294 1347(��9 0�92PJ
SC 1�5�00� 56541603419 1346866e0�26
PT 4��4065 565245084�5 134671401183
PC 4��4065 565245o84PJ5 1346714a1183
CS 5+65082 56511605�64 1346798054�5
ST 7�15082 565��102666 1346�44088�5
POT ���1076 565f�88o5524 134713Pe8�73
TR�I�
TYPE STPTION NORTH EP�ST
POT 1����00� 564234064�1 1347315e0378
PC 1PJ�15o75 56425�01382 13473120183�
PT 12�56058 5644880�387 1347282a(�316
PC 15�88021 56481�07862 134725�018�3
PT 16�g�o41 564�1(�06639 134724404178
PC 17�74e64 565��108822 134722�e8�17
PT 19�11036 565137o25P4 13472�40`�438
PC 23�1�067 56553604853 1347212e�713
PRC 24+82025 5657P6o3464 1347234o719�J
PT 26�21082 56584402284 134725501834
PC 29�f�5o39 56612702844 134727202194
PT 2��75057 5661730��48 134731607�15
PC 31+61046 5661�308380 13475�106120
PT 32�34038 56622602412 1347565o15P�
PC 33��6013 56627904865 1347613e2385
PT 33�670�7 566313018�� 1347663o2�P1
PC 33��8077 5663240(�128 13476�30�829
PT 34+42047 566347o3P�1 134772�06484
PC 38���01� 56667�03168 1348�5204123
PT 4��48061 56680401951 134811Po7972
PC 42��5094 567�51034�8 134812Po(�5�3
PT 43�32e23 567�8605758 1348127e8�53
PC 44�140�8 56716109594 1348159o795PJ
PRC 45���061 567242o58�JP 134821�02875
PT 46��8045 56732602527 13482620(�518
POT 48�34091 56753507642 134834709��6
ROW M�RKER CONCRETE OR GR�NITE
P��IGN ST�TION OFFSET NORTH EP�ST
Y1 13�2�0�� —72029 56762502341 134724001553
Y 1 24 � 8(� o P� 77 0 21 566476 0 54P(� 1347�73 0 85�4
Y1 44�350�� —74066 564519e53�7 13471�7e1661
ROW M�RKER CONCRETE OR GR�NITE
P��IGN ST�TION OFFSET NORTH EPST
Y2 1��5�0�0 —3�o�J0 567�5107789 134878�02434
Y2 1�1�5�o�J� —160�� 56795�05697 134877706115
Y2 1 P� 5f� o�1� 16 0�� 567�77 0 3774 1348751 o f�242
Y2 1�l � 50 0�0 30 0�J� 567�85 0 1683 134873� 0 3�22
Y2 11�3�088 3f�o�P 567�1Po4�21 134868�03754
Y2 11�3�088 —3(�o�P 567877e1�27 134873�e2267
Y2 14+�7026 3�0�� 56767106�47 1348558o551P
Y2 15�4f�o�0 37036 567547a6354 13485�2092�6
Y2 18 ��(� o�J�J 60 0�J�J 567292 0 3��J9 1348418 0 1 166
Y2 2P � f�3 0 3f� 3f� o��J 567�g 1 0 3�88 134843� 0 7437
Y2 2��73011 3�0�� 567�1PJo1166 13484310365�
Y2 2P�77oP� —3�oP1 567��80(��48 13484�10468�
Y2 25�3107� —3�o�P 566556e7212 1348378e3328
Y2 26�53073 3�0�� 5664880��82 134826Po6531
Y2 26�53073 160�5 56648�Je2��9 1348271e63�2
Y2 26+53073 —15095 56646QJo5531 1348296081��
Y2 26�53073 —3�0��1 5664510883� 13483�708668
ROW M�RKER CONCRETE OR GR�NITE
��IGN ST�TION OFFSET NORTH E�ST
Y3 1P�64o36 —64021 56778902176 1347242047�5
Y3 1 1��(� o�(� — 37 0�� 567757 e 1 1 12 1347273 e 77�8
Y3 12 ��(� o PJ� 98 0�� 5676�8 0 9878 1347353 0�544
Y3 12�f��o�� 3�0�� 56767602629 13473620956�
Y3 14���o�J� —370�� 56771304236 134757005818
Y3 14�f��o�� —3�o�f� 5677�604�82 134756�05624
Y3 14�84o7f� 300�� 56763408�38 1347644061�2
Y3 14 � 84 0 7(� — 3(� o�� 5676�4 0 1642 1347653 0 3568
Y3 16�64062 —3(�o�P 567656e627� 1347832e8845
Y3 18��8079 3�0�� 5675550(�95� 1347�5104316
Y3 18��8079 —51042 567631e2335 1347�8�e2826
Y3 20 ��f� o�1�J 3� o��J 567487 0 3428 134813�J o 2315
Y3 2��12087 —87o�P 5675�3o(�35f� 13481840045�
ROW M�RKER CONCRETE OR GR�NITE
��IGN ST�TION OFFSET NORTH E�ST
Y4 15��8054 55a31 5665520(�23� 1347(�4103324
ROW M�RKER CONCRETE OR GR�NITE
��IGN ST�TION OFFSET NORTH E�ST
TR� I � 12 � 9f� 0 12 — 48 0 83 564519 o f�365 1347231 o f�(�32
TR�IL 14�5�0�0 5�038 56468503738 134731809646
TRRI� 14�5f�o�� —4�083 5646780472� 1347218o��9�J
TR�I� 16�24039 51a1�J 5648620�516 13473�5a98�15
TRRI� 16�87096 6�0�8 564�3302562 13473�105571
TR� I � 31 �(�2 0�J� — 2� o�6 566216 0 3847 1347439 0 3�55
TRRI� 31�17046 53051 566135e�383 1347463e5767
TR�I� 31�74032 62016 56613505881 134752807897
TR�I� 31�94083 —320�2 566231e7838 134751�e9366
TR�I� 46��3026 1�086 56731306118 134827802771
TRRI� 46�f�5o�6 69081 5672�508�47 13483250�32�
TRRI� 46�41054 —31026 56736807335 1348245o6�5�J
ROW M�RKER CONCRETE OR GR�NITE
P��IGN ST�TION OFFSET NORTH EP�ST
RPR 13�16016 1�5073 56524Pe2851 1347827e85�2
RPR 14�24094 1�50�� 56529305592 13477390494�
RPR 15�610�4 1�5o�P 56536801�88 134762406118
RPR 15�610�5 1350�� 56539303555 134764�Jo�563
RPR 1�� f�f� o Jf� 50 0�� 565557 0 9824 134741 � 0 3477
RPR 1�+ 00 0�JO 135 0�PJ 565585 0 6687 13474��J o 7124
RPR 21 � 56 0 71 5(� o�� 5657g6 0 353� 13473�2 0(� 165
RPR 23�3�019 50o�P 565�6601545 1347423e1729
S UR T�EY C01�lTROL SHEET
ROW M�RKER CONCRETE OR GR�NITE
��IGN STP�TION O��SET NORTH E�ST
RPD 13�2806� —5�o�f� 56485701258 1347�53o�2�f�
RPD 13�5�0(�� —5�0(�� 56486�03927 1347�320�492
RPD 16�5�e6� —5�e�� 5648580�222 134764�0�768
RPD 18���0(�� —5�of�� 56487201125 13474780�266
RPD 18��f�o�� —�2e(�� 56483201772 13474650�201
RPD 33�71058 65086 56641�042�2 13473450237�
RPD 35�55035 65086 56654�03421 13472240��64
PERM�NENT EP�SEMENT MP�RKER IRON PIN & C�P
��IGN ST�TION OFFSET NORTH E�1ST
Y 1 2f� � 15 0(�� —�5 a(�f� 566938 0�757 1347252 0 8415
Y1 20�15e�� —72e5� 56693�o3f�2� 134723004334
Y 1 2� � 5� o(�(� — 95 0�� 566�(�3 0 97`�4 1347252 0 33�4
Y1 20�750��1 —72e62 56687�o3f��� 134722�05831
Y1 23�82a(�� —72075 566572033�8 134722502323
PERM�NENT E�SEMENT M�RKER IRON PIN & C�P
��IGN STP�TION OFFSET NORTH E�ST
Y2 10�9500� 148a0f� 568P13o4457 134861603�93
Y2 1 1��7 0�� 173 0(�� 568PJ 17 0 3878 1348588 0 86� 1
Y2 11�34ef�� —48e�� 56787109703 134875704536
Y2 11�58of�� 3�o�f� 5678�50�732 134867901825
Y2 1 1� 6�J o��1 — 55 a f�� 567847 0�J 138 134874� 0 3197
Y2 11�74of�� 1�90�� 56792308161 13486�307177
Y2 11�880�� 3Pof�(� 56786�027�7 134866207197
Y2 11�880�� 137af�f� 567�250�42� 134857109541
Y2 11��2a(�� 144a(�� 5679250927� 1348563a6996
Y2 11��7e�� 128e�(� 567�1208746 134857404408
Y2 12��10(�(� 14�0�� 56791504414 134856109349
Y2 12��30�� 1�J5o0� 567895033�2 134859�a6678
Y2 12�24a�� —3�of�� 5678�70358� 134869502945
Y2 12��20�� 3�of�� 567777o42f�� 13486�907�78
Y2 13��500� 680�� 56778302358 134856�08283
Y2 13 � 1� o(�� g7 0(�� 567787 0 314g 134g55(� 0 54(�7
Y2 13�79e��1 72ef�� 56771504422 134853201743
Y2 14 ��� o(�(� — 3� o(�� 567654 0�92`� 1348616 0 3`�54
Y2 14��7e26 65e�� 56768506136 13485260476�
Y2 14�310�� —3�0�� 5676260188� 13486�40386�
Y2 14�380�� —1120�� 56758805707 134867705527
Y2 14�65af�� —1�20�� 56756�o�J3�5 13486580�1��
Y2 18 � 5� o(�� 5� o(�6 56724(� 0 6563 1348412 0 13(�(�
Y2 20 � 73 e 1 1 6� e Of� 567�0� 0 156� 1348401 0 38f�4
Y2 22 � 53 0(�� 85 o f�f� 566847 0 5987 1348364 0 1546
Y2 22�61e04 6�e0(� 56683506976 134838703326
Y2 22�7�0(�� 3Po�� 56682104582 1348415oP646
Y2 22�8�0(�� 8500(� 5668230838� 134835�0334�
Y2 22�870�� 6�0�� 5668120�5�6 1348382o31f�9
Y2 22��50�� 3Pof�� 5667970�37� 134840�08201
Y2 26�53073 6�e�� 5665�7042�8 134823700462
Y2 28 � 15 0(�� 16 0�4 566343 0 35(�6 1348181 0 7987
PERM�NENT EP�SEMENT MP�RKER IRON PIN & C�P
��IGN ST�TION OFFSET NORTH E�ST
Y4 13�2202� —31093 56672�076�3 134692305977
Y4 14�33012 —74038 5667020�456 1347�4�0885�
PERM�NENT EP�SEMENT M�RKER IRON PIN & C�P
��IGN ST�TION OFFSET NORTH E�ST
Y3 11�7�a(�� —770(�� 56778604�1� 1347348a8586
Y3 11�7(�e�� —37e�(� 5677460�174 134734300336
Y3 12 ��P o f�� 57 0�� 567649 0 55(�7 1347359 o P25f�
Y3 13�65e�� —77e0� 5677580(�941 1347541077��
Y3 13�65o�f� —370�� 567718052�5 13475350�54�
Y3 16 ��f� o�� 75 o O(� 56757� 0 1847 1347745 0 7165
Y3 19�670�� 810�� 56745103452 1348�81o3PJ12
Y3 2f��4�o�� 48067 56745507137 1348161oP217
Y3 21�25e�� —1130�7 5675760836� 13482�708164
Y3 21�29of�� —17PJo�� 5676280656� 134832107297
Y3 21�43e�� —17�0�� 56762306953 134833408213
Y3 21 � 57 o f�� — 12PJ o 25 567572 0 2142 134833f� 0 2851
NOTES: SEE SHEET 1C-1
-Preliminar -
y
PROJECT REFERENCE NO. SHEET NO.
I-5000 1C-3
Location and Survevs
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERM�NENT E�SEMENT M�RKER IRON PIN & C�P
P��IGN ST�TION OFFSET NORTH EP�ST
Y4R 1��75o�f� —5�o�f� 56582�0�544 1347843a5217
Y4R 1�1�750�� —3�o�PJ 5658�107224 134783505212
Y4R 1 1� 0� o�J� — 5f� o�� 56581 f� o�546 1347866 0 4347
Y4R 1 1+ Of� o�PJ — 3PJ o P� 5657� 1 0 7225 1347858 0 4341
PERM�NENT E�SEMENT M�RKER IRON PIN & C�P
P��IGN ST�TION OFFSET NORTH EP�ST
Y5 1��O�a87 28031 56772804�81 134703�e3466
Y5 1�� 61 0 58 7(� 0 54 567685 0 4268 1347(�`�� 0 4368
PERM�NENT E�SEMENT M�RKER IRON PIN & CP�P
P��IGN ST�TION OFFSET NORTH EP�ST
RPR 19+Of�o�� �2oPP 56557106627 134745�Jo0572
RPR 2� ��5 o P�0 5f� o P�J 56565P o f�567 1347388 0��24
RPR 2���500� 920�� 565655033�2 134743�a57�1
RPR 2��41oP� 5f�o�PJ 56568203874 13473850�653
RPR 2��41o�f� 920�� 56568407�89 1347427e��11
RPR 21+56071 92oPPJ 56577901831 134743303998
RPR 21 � 74 0�J� 5(� o��l 5658�3 0 38�7 13473�4 a�685
RPR 21�74o�J� �2o�J� 56579602186 1347436a3518
RPR 22 � f�5 0�Jf� 5f� o�J�J 565833 0�345 13474�� 0 2614
RPR 22+�50�� �20�� 56582607634 134744106447
RPR 22�96oP6 92oP� 565�160482� 134745701�14
PERM�NENT E�SEMENT M�RKER IRON PIN & CP�P
��IGN ST�TION OFFSET NORTH E�ST
RPD 29+81o�J�J 125017 56597704927 134748501886
RPD 33�2�0�0 66o�f� 56636103671 13473810���7
RPD 33 � 2f� o�� 1 1 1 o PJ� 566385 0 5� 1 1 1347419 0 89�J7
RPD 33�550�� 125o�1f� 566431o761P 13474�402718
RPD 34+35o0f� 1110�� 5664870�245 1347337081�1
RPD 34�4�oP� 66oPPJ 56646202415 13473��05312
RPD 34�5�o�f� 810�� 5664790621f� 13473�5e3221
PERM�NENT E�SEMENT M�RKER IRON PIN & C�P
P��IGN ST�TION OFFSET NORTH EP�ST
TR�IL 31�44048 —550�1 56624607177 1347478a8576
TR�I� 31�55082 —33048 56622605255 13474�204348
TR�IL 31�83o2�J 1�0�� 566188o15�J� 134752602�18
TRRI� 32+22055 54033 5661770�312 13475�2e46�4
TR�I� 32�27068 8a2� 566215046�8 1347566025�3
TR�I� 33�65o�f� —14041 5663250�141 1347656e2�58
TR�I� 33+65oPJ� —53o�PJ 5663610�6�3 134764204199
TR�IL 34�17o�J1 37063 5662�9a327f� 134772806179
TRRI� 34+42o�J� 82o�JPJ 56628807417 13477870�441
TR�IL 34�45o�JP 160�� 5663370�875 1347743a453�
TR�1I� 34�6�o�J� —S�oP� 5663950�497 13477�6a66��
TR�I� 34�6(�0�0 —13oP1 5663680��72 134773208313
TR�I� 34�820�0 70o�f� 56632507�12 13478�7e1�44
TR�I� 36�650�� 17oP6 56649206618 13478990�(�65
TR�I� 37�120�� 170�7 56652508�82 1347�32e2382
TRRI� 37�2(�0�� 127oP� 56645308563 1348�1506525
TR�IL 37�7�0�0 141oP0 56647�032�2 1348�6�Jo8�77
TRRI� 39+44o�J� 121oP� 566641o�3Pf� 134818208161
TR�I� 3��51044 1802� 5667P2o62�2 1348(���0�348
TR�I� 3��61079 1210�16 566665082�6 13481�6e�518
TR�I� 39�77oP� 18055 56672704798 134811206�98
TR�I� 43�4�oPf� 31025 567�8105551 134815�e7�18
TR�IL 43+4�0�� 8�o�PJ 567�6205562 13482�405���
TR�IL 43�8�o�f� 6�0�� 5671�701879 13482�107686
TRRI� 43�8f�oP� 31o4PJ 56711803354 134817504256
TR�IL 45�f�4o57 —15077 5672480�4�1 13481�40�55�
TR�I� 45��60�7 2�055 567227e1870 1348224e14�7
TRRI� 45�34054 —25025 5672760��36 13482�505853
TR�I� 45�47076 —7�045 5673120��41 1348175e041�
TR�I� 46�61076 —77082 5674�J5o1�7P 134821�Jo2862
C1
PAVEMENT SCHEDULE
PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, J PROP. 6" AGGREGATE BASE COURSE.
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C 3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
CL� AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C�j AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C6
Ci 7
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
PROP. APPROX. 1%2„ ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5D,
�',8 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
D1 IPROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1„
D 2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
D3
E1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OD,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER
THAN 5%2" IN DEPTH.
E3
E5
PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 14" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT
AN AVERAGE RATE OF 532 LBS. PER SQ. YD. IN EACH OF THREE LAYERS.
�
R1
i J
R3
R5
T
U
V1
V2
V3
W
PRIME COAT AT A RATE OF 0.35 GAL. PER SQ. YD.
2'-6" CONCRETE CURB AND GUTTER (STD. 846.01)
CONCRETE EXPRESSWAY GUTTER (STD. 846.01)
5" MONOLITHIC CONCRETE ISLAND (KEYED IN) (STD. 852.01)
DOUBLE FACED CONCRETE BARRIER TYP T, T1 AND T2 (STD. 854.02)
CONCRETE SHOULDER BERM GUTTER (STD. 846.01)
EARTH MATERIAL
EXISTING PAVEMENT
VARIABLE DEPTH MILLING BITUMINOUS PAVEMENT (SEE DETAIL BELOW)
MILLING BITUMINOUS PAVEMENT, 11/2" DEPTH
MILLING BITUMINOUS PAVEMENT, 3" DEPTH
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL BELOW)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PROJECT REFERENCE NO
l -5000
ROADWAY DESIGN
ENGINEER
SHEET NO.
2A -/
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\ / ♦ !� A r / T /\ r A /
APPROX. TH I C KN ESS
OF SURFACE COURSE
------�
i
I
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �
NOTE: A TEMPORARY ASPHALT WEDGE WILL BE REQUIRED IMMEDIATELY
AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OF
SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLING.
VARIAB LE D E PTH MI LLI N G D ETAI L
USE MILLING DETAIL AT RESURFACING TIES
1' TO 1.5'
� �\
15" *
�
* USE E3 ON -LPB-, TOTAL THINKNESS = 15"
NARROW W I D E N I N G D ETAI L
USE NARROW WIDENING DETAIL FOR CURB AND GUTTER REPLACEMENT
(MIRROR FOR RIGHT SIDE APPLICATION)
�. suRVEY
DETAIL SHOWING METHOD OF WEDGING
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DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural � 1 �t t Fill
Ground �c4 �e r p ��o'��e Slope
r
Min. D= 1.5 Ft.
FROM STA. 14 + 50 TO STA. 17 + 33 -TRAI L- (LT)
FROM STA. 18 + 72 TO STA. 19 + 99 -TRAI L- (LT)
FROM STA. 39 + 00 TO STA. 39 + 65 -TRAI L- (LT)
FROM STA. 39 + 65 TO STA. 40 + 50 -TRAI L- (LT)
FROM STA. 42 + 50 TO STA. 43 + 50 -TRAI L- (LT)
FROM STA. 43 + 50 TO STA. 45 + 00 -TRAI L- (LT)
FROM STA. 46 + 50 TO STA. 46 + 72 -TRAI L- (LT)
FROM STA. 20+20 TO STA. 21 +50 -RPD- (LT)
FROM STA. 28 + 00 TO STA. 31 + 00 -RPD- (LT)
FROM STA.32+50 TO STA.34+50 -Yl- (RT)
FROM STA. 36+50 TO STA. 37+50 -Yl- (RT)
DETAIL 9
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural 2, p,�� �,�e< Slope
Ground 4 f or p F�°
e d
Geotextile Min. D=1.5 Ft.
Type of Liner= Class I Rip-Rap Max. d=1.0 Ft.
FROM STA. 19 + 50 TO STA. 20 + 20 -RPD- (LT)
DETAIL 19
UTILITY ACCESS ROAD
( Not to Scale)
?'� � 16' �
Fill Slope
Geotextile
Type of Liner= Class 'A' Rip-Rap D=1'
FROM STA. 15 + 00 TO STA. 17 + 47 -RPD- (RT)
DETAIL 27
LATERAL BASE DITCH
( Not to Scale)
Natural 2�� �b
F�qf �/' p< ' - ' Fill
Ground d /er p,L•� ��e� 1'iFt. Slope
Fo
GEOTEXTILE B Min. D= 2.5 Ft.
Max. d = 1.5 Ft.
*When B is < 6.0' B= 2.0 Ft.
Type of Liner= Class I Rip-Rap b= 5.0 Ft.
FROM STA. 17 + 00 TO STA. 18 + 09 -RPA- (RT)
DETAIL 2
TOE PROTECTION
( Not to Scale)
o`�
FILL
NATURAL ��,'C��� SLOPE
GROUND d
GEOTEXTI LE
d= 1.0 Ft.
Type of Liner= Class 'B' Rip-Rap
FROM STA. 12 + 00 TO STA. 17 + 00 -RPA- (RT)
DETAIL 11
SPECIAL LATERAL DITCH w�l-IINGE
( Not to Scale)
Natural
Ground �
9,p
90� 1 Front
`° b�' Ditch
4 � � Slope
6.0' I-- Min. D= 1.0 Ft.
FROM STA. 56 + 00 TO STA. 63 + 00 -L- (RT)
FROM STA. 63 + 00 TO STA. 65 + 50 -L- (RT)
DETAIL 20
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
ot F�u
Natural �,'.� �,�et Slope
�
Ground ?•) D F\o
d
Geotextile Min. D=1.5 Ft.
Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft.
FROM STA. V+ 33 TO STA. 18 + 72 -TRAI L- (LT)
FROM STA. 36 + 00 TO STA. 36 + 85 -TRAIL- (LT)
FROM STA. 36+85 TO STA. 37+50 -TRAIL- (LT)
DETAIL 28
CHANNEL IMPROVEMENTS
( Not to Scale)
EX/ST
GROUND
'� ����: -
CONNECT TOE OF CHANNEL
TO EX/STING TOP OF BANK
(SLOPE VAR/ABLEI
24' X 8' CONSPAN OR EQUNALENT
STRUCT URE W/T H EQUAL OR BET lER
CONVEYANCE W/TH A HE/GHT OF 9'
fINCLUD/NG FOOTINGI AND 6" MITERED
INLET HEADWALL
� � ����
/ 2.0' CLASS ll R/P RAP
- (TYPI
F/LTER FABR/C
24' CHANNEL WIOTH
ALONG CULVERT FACE
STA. 22 + 34 -Y3- (LT), STA. 22 + 34 -Y3- (RT)
DETAIL 3
LATERAL BASE DITCH
( Not to Scale)
f'� F �\ e
Natural � �- � Soe
Ground 3•� n�•1 1'�Ft.
d �
Min. D= 2.0 Ft.
Geotextile g Max. d= 1.25 Ft.
B = 3.0 Ft.
b > 5.0 Ft.
Type of Liner= Class I Rip-Rap
FROM STA. 18 + 30 TO STA. 19 + 50 -RPD- (LT)
EX/ST/NG
GROUND
l.0' �BUR/EDI
CONNECT TOE OF J
CHANNEL TO EX/ST/NG
TOP OF BANK
(SLOPE VAR/ABLE)
DETAIL 21
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground '� Ground
2.� p �,•.
Min. D= 2.0 Ft. �
B = 3.0 Ft.
FROM STA. 34 + 25 TO STA. 34 + 50 -TRAI L- (RT)
DETAIL 4
LATERAL 'V' DITCH
( Not to Scale)
� �
�,� , '-- Fill
F�4} o� p rL•. 1'iFt. Slope
-RPD- fer
Shoulder Min. D= 1.5 Ft.
b > 2.0 Ft.
FROM STA. 21 + 50 TO STA. 22 + 00 -RPD- (LT)
FROM STA.24+00 TO STA. 28+00 -RPD- (LT)
DETAIL 22
CHANNEL IMPROVEMENTS
( Not to Scale)
3@ 8' X l0' RCBC (BURIED l'J
9.2' W/DE CHANNEL MEASURED
ALONG SKEWED CULVERT FACE
CT �C�
`'�� INSTALL 2.0' OF CLASS ll R/P RAP
i TO EXIST/NG TOP OF GROUND
°° GEOTEXT/LE
� 2' SILLS AND 8.4' W/DE FLOODPLA/N
�'S BENCHES MEASURED ALONG SKEWED
CULVERT FACE; FLOODPLA/N BENCHES
COMPR/SED OF CLASS ll R/P RAP
AND NATNE MATER/AL TO TOP OF S/LLS
STA. 18 + 31 -RPD- (LT)
STA. 18 + 62 -RPD- (RT)
DETAIL 5
SPEGAL CUT DITCH
( Not to Scale)
Front
� Ditch
Gr�ound ?•j o� ��p�'�e� Slope
��ter
Min. D= 1.0 Ft.
FROM STA. 11 + 00 TO STA. 20 + 00 -Y2- (LT)
FROM STA.12+15 TO STA.13+50 -Y3- (LT)
FROM STA. 11 + 97 TO STA. 13 + 00 -Y3- (RT)
FROM STA. 13 + 00 TO STA. 20 + 50 -Y3- (RT)
DETAIL 14
TOE PROTECTION
?• j ( Not to Scale) d�tet
or F�
R���S� F%tfe� ,L.� �°;�S\oPe
d Geotextile
d = 1 Ft.
Type of Liner= Class 'B' Rip-Rap
FROM STA. 24 + 15 TO STA. 25 + 00 -RPD- (RT)
Natural
Min. D= 1.0 Ft.
b = 5.0 Ft.
DETAIL 6
BERM 'V' DITCH
( Not to Scale)
� �►
� D �'�
RDWY
FROM STA. 14 + 00 TO STA. 18 + 00 -Y2- (LT)
DETAIL 15
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. �
Grade � 2'0
GEOTEXTILE J
Type of Liner= Class II Rip-Rap
STA. 34 + 50 -TRAI L- (RT)
STA. 37+25 -TRAIL- (RT)
STA. 39+55 -TRAIL- (RT)
STA.43+60 -TRAIL- (RT)
DETAIL 23
CHANNEL IMPROVEMENTS
CONNECT TOE OF CHANNEL TO � Not to s�pie�
EXIST/NG TOP OF BANK 3� 8' X 9' RCBC
(SLOPE VAR/ABLEJ INSTALL 2.0'
EX/ST�� ����� � � OF CLASS //
GROUND o R/P RAP TO
GEOTEXT/LE (TYPI J EX/STING TOP
9.2' W/DE CHANNEL �•5 OF �ROUND (TYPI
MEASURED ALONG 2' S/LLS AND /6.6' W/DE
SKEWED CULVERT FLOODPLA/N BENCH MEASURED
FACE ALONG SKEWED CULVERT FACE
STA. 45 + 04 -L- (LT)
STA. 47 + 54 -L- (RT)
Pipe or Ditch
Outlet
A
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
PROJECT REFERENCE NO.
l -5000
R�W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2D -/
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 10
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VIEW
SECTION A-A
,c�� PIPE (d = 15" OR 18")
� S�
�p�c D
PSRM
INFLOW
:, _ ---�-
LINER: CLASS B RIPRAP F'- B�'1 ��
WITH GEOTEXTILE MIN.1 TUCK
STA. 20 + 24 -RPA- (RT)
STA. 28 + 10 -RPD- (RT)
STA. 31 +40 -RPD- (RT)
DETAIL 7
BERM 'V' DITCH
( Not to Scale)
Natural � �
Ground Z•� �,•.�
d �
Min. D= 1.0 Ft. PSRM
b = 5.0 Ft.
Type of Liner= PSRM
RDWY
FROM STA. 11 + 50 TO STA. 14 + 00 -Y2- (LTj
DETAIL 17
STANDARD 'V' TAIL DITCH
( Not to Scale)
Natural � Natural
Ground �.� ,L.'� Ground
D
Min. D = 2.0 Ft.
FROM STA. 10 + 85 TO STA. 11 + 68 -Y3- (RT)
FROM STA. 39 + 55 TO STA. 39 + 65 -TRAIL- (RT)
DETAIL 25
SPECIAL CUT DITCH
( Not to Scale)
F�u
Natural �,'.� ;,�gt Slope
Ground ?•j D F\d
d
Geotextile Min. D=1.5 Ft.
Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft.
FROM STA. 26 + 60 TO STA. 29 + 75 -TRAIL- (LT)
FROM STA. 26 + 60 TO STA. 29 + 75 -TRAIL- (RT)
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
A
J
B= 4
D= 1.5
W= 4
QUANTITY PER SCOUR HOLE:
7 TONS CLASS 'B' RIP RAP
14 SY GEOTEXTILE
18 SY PSRM
sroa
DETAIL 8
TOE PROTECTION
2•� ( Not to Scale) ,���
OR ��'
F���S/F�� �� S\ope
°,oe FR �y�� F���
d Natural
� PSRM Ground
d = 1.0 Ft.
Type of Liner= PSRM
FROM STA. 16 + 75 TO STA. 18 + 15 -RPA- (LT)
FROM STA. 13 + 50 TO STA. 17 + 50 -RPD- (LT)
FROM STA. 22 + 00 TO STA. 24 + 00 -RPD- (LT)
FROM STA. 31 + 70 TO STA. 32 + 50 -RPD- (LT)
FROM STA.20+00 TO STA.22+00 -TRAIL- (LT)
DETAIL 18
UTILITY ACCESS ROAD
( Not to Scale)
6:7 � 16' � o� Natural
Front �,•� �et Ground
Slope � O
Geotextile
Type of Liner= Class 'A' Rip-Rap
FROM STA. 13 + 50 TO STA. 15 + 00 -RPD- (RT)
DETAIL 26
STANDARD 'V' DITCH
( Not to Scale)
Natural Natura)
Ground ?.� '� Ground
D �' �
Geotextile J
Min. D= 2.0 Ft.
Type of Liner= Class 'B' Rip-Rap Max. d= 1.5 Ft.
FROM STA. 36+85 TO STA. 37+25 -TRAIL- (RT)
FROM STA. 43 + 50 TO STA. 43 + 60 -TRAIL- (RT)
N
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2 _Y3_ ST ��
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O 0 2037 A�T
A-A
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EXIST GROUND� ?,� Z�
PROP TAIL DITCH
�
0
0
N
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SEE DETAIL 17 /2+202/
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+ 40.00
66.00 .
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HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
US 321 F� I 85
47452
60972
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8292 i 39248
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90604 /-85 /-85 /13760
//5644 -� - -� - /5/360
2000 \ 5/60
2000 N 6760
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22/92 2037 ADT
US 321 £� RADIO ST.
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22192
2624 '
2864 / i'
3740 RADlO ST
4/40 -YB-
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///6 \
/276 �'
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/7964 20/7 ADT
20604 2037 ADT
RPA
Pls Sto l2 +5/.52 Pl Sto l3 +7/.57
6s = 2° 47' 4/.7" �= 2° 59' 03.5" fRT�
Ls = 200.00' D= 2° 47' 4/.7"
LT = 133.35' L = 106.78'
ST = 66.68' T = 53.40'
R = 2,050.00'
SE = 06
RO = 200'
c' L T �� h W / ..
U m U m / � ,� I T/ Sf .� fS �`� I ' � (TRAIL) TO I ENE W L o \ C�' � RPD
_ I / �
ISFBUS � �
b/ o° z� (� 36 � � F � +24.39 0 0 ""'��s f
� Pl Sto 20 +25.19 Pl Sto 25 ,10.33
P �� ° � � U BST PA / I l I � I � � � � � l 51.10 + �RPD O F �� `� � � o c� \ � � (� P� Sf0 �5 f��.53 ,� - -
I � �I� � / � I �, � I � 65. 0 / �
"� " �� � �� � i i �► � l -T RAIL - 92.0 E' � , o �• � �_ l7 50 52.6 lLT J �_ l00 03 26.9 fRT � � 8 59 38.6 lRT l
� �N= �T� T F� � ���, II � � � � � ( F .. � � � D _ 5 56 /4.6 D _ l8 /4 49.4 � = 470.93�5.5
I � T m a � � � w � � PC Sto. l5 +88.2/ �p S :.
�- � � � � , � ,q- � � L - 300.60 L _ 548.35 _
� �� ��� � �� � � i F " c�TY oF �as � �. ; � F F � T = l5/.53' , ,
� � I I � I � _ T P •� T- 374.59' T 235.95'
I � r J r �� , �B 1074 PG 0 / rYP. F R= 965.00' R= 3/4.00 R= 3,000.00
lI �� / �i�� � �l Il �W� � �oo.o ,� cRPo� ��i E E E R SE = 06 SE = 08 SE = 02
Q a F ��� � ° z LATERAL BA E DIT +25.00 �� E w F Q , �
I I Y � °' 1 I l- l II � a� �� L T I x E S T S S 5 I R I O P A P �� � / � RO = 250 RO = 250
�, � l � I � � P I� E S T 1 7 5 G E � e-4 4 2 0 T A P
C k P �T / ��� / � // �� 0 E I� T 4" � �� S E E D E T A I 3 �R��) +�0 O b � L � f� � l�f C
PowER �IQ�� I I/„ ���l I �� ; BEGIN ON CTlO +�a.00 �, 72.00 +5 . o Q
BST PA METER/ I l5 I / � _ � 0.00
� �� � /�R l� I +. �b , T RAIL PO S o: 4+5Q � �� 50. oo � Pls Sto ll +00.57 Pl Sto ll +96.84 Pls Sto l2 +92.93
���r,"� R�w �,,/ �� �- �/ � 4.1 �' E c� FE CE TO � -n�' '' + oo.°oo Q' es = l8° 45' 00.0" �= 23° 06' 08 8" (LT ) es = l8° 45' 00.0"
�2, � RETAIN co c� l� � (TRAIL) •
� \ wq ��N� SYSTEM T�q � � I�� /��/ �B I � +50.00 ���`�FEN E LTiRT� � I TOE PROAECTION 70.00 � LS = IJ�O.00' D_ 25�00�00.0�� LS = l'JrO.00�
� H�� � �/ � , 50.38 SEE DE L 8 g_3 I.V LT 100.57' L- 92.4/' LT 100.57'
TB 0630 � � EST 225 SY PSRM RPD
o Rq�/O �� %%� �l 'S" R�P � � /� � ' � +�o.bo � ST = 50.52' T = 46.84' ST = 50.52'
� ST ��"� i5° RCP � I O ETA/N � INVEST ENT INC Z
zs- \`"� ��� ia" RCP pi F � I � RETA/ I 2° R P B 3173 P 230 c CHA IMPROVEMENTS 50.00 ,� � R= 229.18�
� c 8„ �� esr 3 �o &� c � �, � I 63 / �,� ,� CLA I IP RAP
� �-_,, /� _ _ � /2 e-s �
� ��_ � _� i_ / � �_- PB 4 P 117 `� / EST I� ONS � RPD T
� `- � �L� - -24„�'O,�' � - _ - 24" CMP I � --- - --� � E$T 8� Y GEO +50.00 ��
� SS a i �� � �� R P B 0 35 =�, '� RETA/N _�
� I/ � �\ �� �, F�IOVE � �,ND,I EP �CE �� 062 PowER. o� '� c, � S� N � SEE A.•22 64.00 / V TRAIL
� / ��� , � � � `1� � � c�. � ~
� �6, EX'ST'N� R, ' ' , .. �; T "�B � �� � � � ETER ; !� � � � Q Pl Sto 11+36.29 Pl Sto l6 +34.44 Pl Sto 18+43.43
� R E T � � �o � �� ��� �� � 8" � �� ��� � ��; �, l -f�'� - PRC Sto. l6 +50.60 ; / + p= 6° 29' 35.9" l RT J �_ l0° 33' S5.6" l LT I �_ l5° 40' 00.8" f RT J
C SY�� DI ��CP _ ;'�-�NC � ` � T � � � - - - � � S " �T / _ e i n _ i n _ e i n
�
� ; � , -- � � � ; _� � � 6 �':' ' � . � � � - S / D 2 4/ 46.6 D li 27 33.0 D ll 27 33 0
�, _�a�_R �,PI � � 5�� RCP �� ;' (; � � g�„ \�,�` i„ w� PowE � � � � / s .. s •; \ . ' � � i L = 240.83' L = 92.20' L = 136.72' .
� �Q isB�KBus Os , c / , PEo , , ND CUL ERT � . „ -�
� � � ��r W � _ � , ��- � i / � � / / -�'s 30 , ' � BEG. CULV ERT S � . , ,
� T= 120.54 T= 46.23 T= 68.79'
�, o��� I�/�� N , ��-' � N C�� I� j � /;��' 698 8�°3q 22„ ' �; ; - P- S A. l8 +64. 8� l sr - - f l0 � � R= 2,125.00' R= 500.00' R= 500.00'
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m �� / z ; ' o � � e �, � I/I / J =� � B Y I- 3 �,, s\ S DB 1074 PG 0652
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