20140161 Ver 1_Application_20140214

.����
���
STATE OF NORTH CAROLINA
DEPARTN�NT OF TRANSPORTATION
PnT McCxoxv
GOVERNOR
February 14, 2014
Mr. John Thomas
US Army Corps of Engineers
3331 Heritage Trade Dr.
Suite 105
Wake Forest, NC 27615
ANTHONY J. TATA
SECRETARY
SUBJECT: Nationwide Pernut #14
Bridge No. 79 on SR 1231 (Happy Hill Road) over Indian Grave Creek (Class C)
WBS project no.: 17BP.9.R.17 (DWQ persnit fee $240)
Davidson County, NC
Dear Mr. Thomas,
We are requesting a Nationwide 14 pernut for replacement of Bridge No. 79 with a triple barrel
box culvert on SR 1231 (Happy Hill Road) over Indian Grave Creek (Class C) in Davidson
County. I have attached a pre-construction notification application, construction plans, erosion
control plans, a stormwater management plan, and No Survey Required forms from NCDOT
Cultural Resources for Historic Architecture and Archeology. The proj ect will permanently
impact 1021inear feet and temporarily impact 18 linear feet of Indian Grave Creek. Stream flow
will be isolated into one barrel, with 2' sills and floodplain benches constructed at the inlet and
outlet of the overflow barrels in order to prevent stream over widening and facilitate aquatic
passage. The low flow barrel will be buried 1' below the stream bed to ensure aquatic passage.
The overflow barrels will be backfilled with class 1 rip rap to the sill elevation, and the low flow
barrel will be backfilled with class 1 rip rap to the stream bed elevation to expedite the
establishment of a natural stream bed. The culvert site will be dewatered during constnxction in
accordance with NCDOT's Best Management Practices.
By copy of this letter, we also request 401 review and approval from the NC Division of Water
Resources with one copy of the application package provided to Amy Chapman, Transportation
Pernutting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the
application fee of $240 to WBS project no. 17BP.9.R.17.
By copy of this letter, we also request Marla Chambers, NC Wildlife Resources Commission, to
comment directly to the Corps concerning the permit request.
If you have any questions, comments or need additional information after reviewing this material
please contact me at [phone]. Thank you for your cooperation in this matter.
Division of Highways • Division Nine • 375 Silas Creek Parkway, Winston-Salem, NC 27127
Telephone [phone] • Fax [phone] • Courier Box 13-12-04

Si erely,
' ��r�-=
Amy Euliss
Division Environmental Officer, NCDOT Division 9
Attachments: Application Package
CC: Amy Chapman, NCDENR-DWR, Transportation Permitting Unit Supervisor e-copy
Dave Wanucha, NCDENR-DWR, Environmental Specialist- e-copy
Matt Jones, P.E., Division Bridge Program Engineer- e-copy
Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy
Marla Chambers, WRC- e-copy

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? ❑ Yes ❑X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ❑Yes ❑X No
5c. If yes, indicate the USFWS Field Offce you have contacted. -
Sd. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program GIS file
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fsh habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NA
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 OX No
status (e.g., National Historic Trust designation or properties signifcant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached letters of "NO Survey Requiretl" from NCDOT cultural resources for both Archeology and Historic Architecture
8. Flood Zone Designation (Corps Requirement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Mets MOA requirements set forth by NC Floodplain Mapping
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Digital Maps
,��,�� ��Ss
/ 1 - � �����7
�
Applicant/AgenYs Printed Name , Ap ic nUA ent's Signature Date
(Age t's signature is valid only if an authorization
letter from the a licant is rovided.
Page 10 of 10

F. Supplementary Information
1. Environmental DocumenWtion (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 ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been fnalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
leiief.) minimum criteria available upon request ❑ Yes ❑X 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 ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ❑X 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 ❑X No
additional development, which could impact nearby downstream water quality?
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.
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.
NA
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 ❑X No
within one of the NC Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
� Yes � No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 2$ 5%
2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑X 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:
Stormwater management plan is attached.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWR-TPU
3. Certified Local Government Stormwater Review
3a. In which local overnmenPs'urisdiction is this ro'ect?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
PP y� USMP
apply (check all that a I
� Water Supply Watershed
� Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑ No
attached?
4. DWQ Stormwater Pro rem 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 ❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
Sa. Does the Stormwater Management Plan meet the appropriate requirements? � Yes � No
5b. Have all of the 401 Unit submittal requirements been met? 0 Yes � No
Page 8 of 10
PCN Form — Version 1.4 January 2009

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 OX 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 � 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:
Page 7 of 10

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 stream will be isolated to one barrel during low flow ihrough installation of floodplain benches and sills. This will facilitate aquatic passage and
prevent ihe stream channel from ovenvidening. Further justification is provided in the stormwater management plan.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Consiruction runoff has been minimized by designing the erosion control plan according to NCDOT's BMP manual.
2. Com ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for OX Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑x Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Com lete if Usin a Miti ation Bank
3a. Name of Mitigation Bank:
Type: Stream Quantity: 204'
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
re i s were purc ase a a : ra io.
3c. Comments:
4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram
4a. Approval letter from in-lieu fee program is attached. OX Yes
4b. Stream mitigation requested: 204 linear feet
4c. If using stream mitigation, stream temperature: warm
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: 102 linear feet at a 2:7 ratio
5. Complete if Using a Pertnittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Nage 6 ot 10
PCN Form — Version 1.4 January 2009

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 waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent(P)or type
Tem ora T
01 - Choose one Chaose
O2 _ Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
Sa. Sb. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
Pz Choose one
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 all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P) or required? (square (square
Tem ora T feet feet
B� _ Yes/No
Bz _ Yes/Na
B3 _ Yes/No
Ba _ YeslNo
BS _ Yes/No
B6 _ Yes/No
6h. Total Buffer Impacts:
6i. Comments:
rage o or i u

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands �X 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 impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Tem ora T
W1 - Choose one Choose one Yes/No -
�/�/Q - Choose one Choose one Yes/No -
1/y3 - Choose one Choose one YeslNo -
�Iq - Choose one Choose one Yes/No -
W5 - Choose one Choose one Yes/No -
W6 - Choose one Choose one Yes/NO -
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
Ifthere are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3d. 3e. 3f. 3 g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T)
(feet) feet)
S1 P Culvert Indian Grave Creek PER Corps 6 102
S2 T Dewatering Indian Grave Creek PER Corps 6 18
S3 - Choose one _ _
S4 - Choose one - _
S5 - Choose one _ _
56 - Choase one _ _
3h. Total stream and tributary impacts izo
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
7. Property Identification
1a. Property identification no. (tax PIN or parcel ID): NA
1 b. Site coordinates (in decimal degrees): Latitude: 35.849 Longitude: 80.3073
1c. Propertysize: 0.5 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Indian Grave Creek
2b. Water Quality Classification of nearest receiving water: Class C
2c. River basin: Yadkin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The ezisting site is a bridge. The surrounding area is sparse residential and rural.
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: �ZO
3d. Explain the purpose of the proposed project:
Replace a structurally defcient bridge with a 3 barrel box culvert
3e. Describe the overall project in detail, including the type of equipment to be used:
replace a bridge with a culvert. Standard road building equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � yes �X No ❑ Unknown
Corps or State been requested or obtained for this property / Comments:
ro ect includin all rior hases in the ast?
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
Sa. Have permits or certifications been requested or obtained for � Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help fle" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

4. Applicantlnformation(ifdifferentfromowner)
4a. Applicant is: ❑ Agent ❑X Other, specify: DEO
4b. Name: Amy Euliss
4c. Business name NCDOT Division 9
(if applicable):
4d. Street address: 375 Silas Creek Parkway
4e. City, state, zip: Winston Salem, NC 27127
4f. Telephone no.: 336-747-7802
4g. Fax no.: 336-703-6693
4h. Email address: [e-mail]
5. AgenVConsultant Information (if applicable)
Sa. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
Sg. Email address:
Page 2 of 10

O20F WATF9vG
6J y
� r
O Y
Offce Use Only:
Corps action ID no.
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: ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 For the record only for Corps Permit:
because written approval is not required? 401 CeRification:
❑ Yes ❑X No ❑ Yes OX 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 ❑X Yes ❑ No
or in-lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No
2. Project Infortnation
2a. Name of project: Replace Bridge No. 79 with a triple barrel box culvert
2b. County: Davidson
2c. Nearest municipality / town: Lexington
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state project no: 17BP.9.R.17
3. Owner Infortnation
3a. Name(s) on Recorded Deed: NCDOT Division 9
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if pat Ivey, P.E. Division Engineer
applicable):
3d. Streetaddress:
3e. City, state, zip: 375 Silas Creek Parkway
3f. Telephone no.: 336-747-7800
3g. Fax no.: 336-703-6693
3h. Email address: [e-mail]
Page 1 of 10
PCN Form—Version 1.4 January2009

NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No.
�: .
F.A. No:
280079
42608.1.]A9
Federal (USACE) Permit Reguired?
County:
Document:
Fw�dir�g,
Project Trucking Na. (/nternnl Usej
(
il0-03- c+o3�} �
Davidson
PCE
State X Federal
Yes No Permit Type:
Project Description: Replace Bridge No. 79 on SR 1231 (Happy Hlll Road) etyer Indian Grave
Creek with off-site detour (no improvements planned).
SUMMARy pF CULTiJRAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions: HPO quad maps,
historic designations roster, and indexes reviewed on 8 April 2010 and yielded no NR, SL, LD,
DE, or SS properties in the Area of Potential Effects (pPE). The county architectural survey
(1981-2) and related publication recorded no properties in the APE (aaui satcerTouart, aui�diny
the Backrountry -An A�chitectura/ History ofDavidson Caunty, North Cara/ina ([Lexington, NC7: Davidson County
Historiwi association, isa�)). Three surveyed sites stand nearby on non-adjacent parcels: the
mid-nineteenth-century George Koontr House (DV 336) about 1250 feet northeast of the
bridge, the mid-nineteenth-century Riley Leonard House (DV 335) about 1100 feet east of
the bridge, and the circa-1870 Lindsay Leonard House (DV 275} about 725 feet west of the
bridge. Davidson County current GIS mapping, aerial photography, and tax information
indicate wooded and developed parcels adjacent to the bridge, including buildings dating to
the 1970s-1990s. Constructed in 1950, Bridge No. 79 is a single-span, 31-foot, steel
stringer/multi-beam bridge and is not eligible for the National Register according to the
NCDOT Historic Bridge Survey, as it is not historicatly, architecturally, or technologiwlly
significant. Google Maps "Street View" confirmed absence of historic structures/landscapes
in APE (viewed 8 April 2010). No architectural survey required for project as currently
def ned.
BriefExpZanation ofwhy the available informcttion provides a reliable fiasis for reasonably predicting
that there are no unidentified historic properties in the APE: ApE centered on existing bridge and
extends 40 feet from centerline to the S and N and 200 feet from either end of the bridge to
the W and E. While not recent, the county survey is well-executed and rewrds no properties
in the APE. County GIS/tax materials and other images support absence of significant
architectural resources. No National Register-listed or —eligible properties or other
properties of concern are located within the APE.
FINDING BY NCDOT CULTIIRAL RESOURCES PROFESSIONAL
NO
— Historic Structures
Resources
"No Srm�ey Requi�ed "Jorni jor Miuor Traurpnr'taliou Prajec(s nr QrmliJ'raAin Ure ]007 Prn.4rrtnvnn(ic.4yreemen(.
:4'CUO7'ArcAnea/ogp & IiistoricArc4ifec(ure Groupr
Date

NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No.
�r: �
F.A. No:
280079
42608.1.ST9
Federal (USACE) Permit Required?
County:
Document:
i---„6� ,., r I
� 10-03-0034 I
I _ _J
Davidson
PCE
Funding: ❑ State
❑ Yes ❑ No Permit Type:
� Federal
Project Descriptian: Bridge on SR 1231 over unnamed creek. Project will replace bridge in place with
off-site detour. Area of Potential Effects (A.P.E.) includes existing right of way (ditchZine to ditchline) for
200 feet in each direction from the bridge.
SUMMARY OF CULTURAI. RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Consisted of a review of previously recorded azchaeological sites, previously conducted archaeological
projects, and projects previously reviewed by the State Historic Preservation Office (HPO) in the vicinity.
Tl�ere are no previously recorded sites in the A.P.E., and the A.P.E. has not been previously surveyed for
archaeological sites or previously reviewed by HPO. The A.P.E. includes existing right of way so the
project has little potentia] to impact azchaeologica] sites.
Brief Explanation of why the available information provides a reliable basis for reasonabZy predicting
that there are no unidentifred historic properties in the APE:
Background research identified no previously recorded archaeological sites within the A.P.E. Project will
not impact any new location so there is little potentia( to impact any unrecorded archaeological sites.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Siwey Info ❑ Photos
❑ Photocopy of County Survey Notes
FINDING BY NCDOT CULTITRAL RESOURCES PROFESSIONAL
NO SURVEY REOUIRED
Cc� 1 P�� S^'� �' �~'� `t
Resources Specialist
❑Correspondence
�/zvt�
"No Survey ftt�ryireJ"fornr fa'Miiior %}anspormlian Projecra o.c Ovalified in Ihe 100] Programmo/ic AgreemeN.
N('DnlArchaeo(og1� B� HitlarlcArclri/eclvre (irourye
Date

�',\?�
O
�
a
m
1-
�
m
m
a
�
�
U
O
2
5
�a
m ~
� W
ag
« (W7
�a
og
�w
�r
� O
�
� i,� j
i y��€'
¢����
:�� I
°ix �
0
2
N
�
O
�
N
N
N
N �
m �
N
� U
N Z
N L
LL m
T N
W z n
as��+
� a z
o y E
� v v
3 N in
a3i `-° o
s i� `;,
`w
m
3
rn
c
Y 7
m .
m m
U y
v C
> Z,
� R
� E
c �
t° a`
�a
c o
c
0
.q
U
�
N
b
A
d U
m a�
3 3
� v
_ �
�
�
K y
�
7
U
�
�
N
N
m
d
n
d
v
0
s
m
rn
m
n
a d_ �
� a � �
Y m Y . �n c oi �
N a>� Y Y� j q y p �
~ o'yt ��d h� 0 N y�a y a
=�'�'� E'Owd3 7JNdNN
L N �'O Ol � 0 N=> C X N N= U
� O� d C'O y V Y U R n�? E N�'
N
O�` d U r �p (0 �(0 Y(J �� y 9
C� O��(O 3 N � y'� 0 N� d�
N V O. T N N�• "O 'K U N O> N
`o`: .2 .c 3 L°� o c 3 m m d F 3 � a
� m,..*I-a �. m� a� y YIL- T� .��. a�i
C� Y� N N N�` � J w0 N� 3 lG C
C y 9 U J O'� 2 N"O L� N� V 10
O-p N O�j O-p L C'O N tp "O '>
t�,`v ° d m � � H m�3 oa 3 m o d
N�EQLO�C NNyNt.�.t
� C � N � N - H
,.c,°�, �� v 3 c°E'2 ?�m mt >.n 3
��� F- d�= U U'� L J 1 N� �
N N N— j T d�N,� N.L. Y-' E O C� N
N
y h y c c� 3� m" a° E m o a c�i «
� rnm m��oL c o m£r -o m
C� a U In �~ U'C N�> N N f �
�p t w � U.L„ � t.�- N N ti N N P N
2 F 41 �l N� m�� n N r (6 �>` =
y N v o:o � 0 3.o z � m h'�
�����°��=�too�aN�
�
`m"o3 °a�'=,=` � y:c3Y o'='�a
tao mn3 w n�.01c ya°iE�£c
F' C O C. N C E N`� L F h N N
���'mmm' �mf�oryT
o c� o= 3-`o c y z c v V s r
�' ��°' u�i � 5 m n° �° `� E �� L° a°"i
' bwm�° v¢ �rnv
.� m� v m w� a!� .� -� a m o«
`o-o N>.�=o� m 3 y.°m«
C N N p¢ r,C � N 10 � tp 'r N.Q
y A��.p . f. � N U,L y�.L_. y
3,°n � E m o� Y 3 c£ E�0 0� £ m
°°' � o-° �� d c° d 3 m rn�a� 3>
N C U 6'O t N U L L D N C'p ��
L r �� N N Y N L l0 V N N N 3 F'6
� a v H_ vi o� p��; �-`o o i�
V m,�2mmm�U'�o°�"��Ow
� y � j��� N.t. LL� N D O.L- L
9 y U�?� �`J � C�— C H U d L
� V u~��i N� N N y� N L C� O
°> r m c° � a � �°c' c> `
N� O> m N II> N N N� Ol � p
v� �� v 3 rn� m.o n'x �� m-
c c o c� c m p._ t E � y U' a w
y c o � a� d�° 3� n� c m o c
�o :: m` � � a�= o � i°n � rn m
¢>wd°c � EE3L°°��°�m w
� o o � m o ° m'o � a�i �� ft�, " �
y� OI O N N`t NL � N�r b�
d C
uEi�°�%�o rn� m m� tu,~ 2>�0 3 0
m=>. c� a�'i �3 3�' ti;o ,°c' m m y��o
d C�� L N�) i9 d C� � r N
� a�` v 3 �� � a°�w pv E c E
a= � o>>. d d v� m L` o A �
N°1 t � d t0 y E �°' o`0 3°-' � m
y � �� a� 3 c.°.: `o E m� m c � E
m`m > m m ��p v-o �", o� m
e rn n�� d c � m m �� d
a,� t o� n o m� n w t 3 a� E
w a y n 3 N E m w 2 w N oiF w
0

Ms. Amy Euliss
NCDOT Division 9 Environmental Officer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Deaz Ms. Euliss:
1--
�
Ecosystem
PROGftAM
February 4, 2014
Subject: EEP Mitigation Acceptance Letter:
Division 9 Project, Replace Bridge over Grave Creek on SR 1231, Davidson County;
WBS Elemeut 17BP.9.R 17
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 in£ormation received from you on Febmary 4,
2014, the impacts are located in CU 03040103 of the Yadkin River basin in the Cenu-a] Piedmont (CP) Eco-Region,
and are as follows:
Yadkin
03040103
�p Cold
Impacts „
Stream
Coo] � Warm � Riparian
102.0
Wetlands Buffer (Sq. Ft.)
Non- Coastal
Riparian Marsh Zone 1 Zone 2
This impact and associated mitigation need were under projected by the NCDOT in the 2013 impact data.
EEP will commit to implement sufficient compensatory stream mitigation credits to offse[ the impacts associated
with this project as detemuned by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the
N.C. Department of Enduonment and Natural Resources' F.cosystem Enhancement Program In-Lieu Fee Instrument
dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation accepta�ce letter will
no longer be valid and a new mirigation acceptance letter wIll be required from EEP.
If you have any questions or need additional informarion, please contact Ms. Beth Hannon at 919-707-
8420.
Sincerely,
,':.�..1��--�.�� -- ' .��..L..�
James`B. Stanfill
EEP Asset Management Supervisor
ec: Mr. John Thomas, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Quality
Ms. Linda Fitzpacrick, NCDOT — PDEA
File: SR 1231— Bridge — Division 9
Restovi�... Fr��ia��... Pvotectu29 oct.v sta,te
e"���
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-89761 http://portai.ncdencorg/web/eep

�
�
�
a
�
�
�
C�
U
W
O
�
�
C1
Sce 5/�el 1-A Far Index of Sheets
See Shsef 1-B Far Symbology Shjef
r�r DETOUR ROUTE
`\ �
D U GR.9PHIC SCALES DESIGN DATA
r
N �
�� so 25 o so too 'd`�T 2009 = 710
°' V — 55 MPH
3 ���
� PL4NS
+
F
m � 50 25 0 50 100
�S O PROFILE (HORIZONTAL)
mo 10 5 0 10 20
m� U PRl1FII F NFRTI!'Al l
Tp H
WY �So
�°I[°�'][°lE �1F �T�1E�°1�1�[ �C�1[$�lC,�l�T�
���y�syll�l'i' �� ���U� 1�U' ��sy
DAVIDS011t C4U11tTY
LOCATI01�: REPLACE EXISTING BRIDGE 1Y0.79
SR 1231 — HAPPY HILL RD.
TYPE OF WORK GRADII�G, DRAl1VAGE, WIDE11i11�'G, BOX
CULVERT A1�D PAVEMENT MARKIIVGS
SURFACE WATER IMPACTS PERMIT
BEGIN BOX CULVERT
-L- STA. 13+31.17
+22.00
/p 3�.���
� -L-
�
�
-L- STA. 12+70.00 ,
BEGIN TIP 17BP.9.R.17
BEGIN RESURFACING !
;
PROJECT LEXGTH
LENGTH ROADWAY TIP PROJECT 17BP.9.R.17 = 0.060 MI
LENGTH STRUCTURE TIP PROJECT 776P.9.R.17 = 0.007 MI
TOTAL LENGTH TIP PROJECT 178P.9.R.77 = 0.067 MI
30.00'
+20,00
57.00'
+73,00
� 60,00' �
's fJ.3,OO END BOX CULVERT
EA '30.0�� _L-STA.13+68.19
�OF /5
�� HAPPY HILL RD SR 1231
+06.06
30.00'
� 3�e�0�
c+ ' +97,80
� 55.63'
� ' +50,00
� m , , 56,00'
�IOX OF HIGHI
)000 Birci Ridge Dr.
Rolcigh NC, 2I610
•�• 17BP.9.R.17 1
PERMIT DRAWING
SHEETS 1 OF 4
�o
ro�
�
ZV
z
TO HWY 64
-L- STA. 16+24.50
END TIP 17BP.9.R.17
� eTn �e�onnn
END RESU
HYDRAULICS ENGIN&&R
RIGHT OF WAY DATE: DAVID KEISER, PE
Pxo�ecr axeuman ItOADWAY DESIGX
EXGINE&R
LETTING DATE: LAUREN WILSON, EI
FEBRUARY 26, 2014 rno�acr nasreN �rcrveax
XCDOT CONTACT: nmsrox axmes - rxor,eunr ewweac �.�.,..�rox.
PRELIMINARY PLANS
DMSIOX OF ffiGHN9YS
STA7E OA NORTH CAROZINA
�
o'
.`
^ �o
�

CUINE DATA
PlSto 11+4p25 PlSto /5+25D1
p = l242'OBB(LTl � = 0'59'23T(RT1
D= 432' 502 D= f 07' l26
L = 27934' L = 8837'
7 = 14025' T = 44J9'
R = 126000' R = SJIS.W'
FLOODMAINBENCM CHANNELOEfAILS FLOOOPL/�INBENCH
ELEV:]C6.9 IXISTING ELEV:]06.8
N� TTYP STRFANBEO �NG
� — •
GEOTE%}ILE
pN� NP qqV ClA&5 �ffi
IOXCIUNNELBINKS �'� COIRFIBENIMTTING
OHLY(IYP) �RIES ♦ I
CQ'RFIOERMATi1XG 11'TOC H'T010 H'TOO'
EST. EXCAV.VIOX =E0 CY
E9T. CU33I RIP MP=101 TONS
EST. GEOTIXIILE FABRIC= HJ SY
iL000P�A1NBEHCX �NLETCHANNELIMPROVENEM
ELEV:]O6.B
NG �'T�T �T��� FLOOOMAINBENCH
� STPEAYBEO ELEV:M6.8
� \ GNG
�. p / .
GEOIE%IIIE — �
ANU NP N�P GlAS9 �• {yP
IONCHRNNELBANKS
OXLY(LYP) VpNEB VARIES V�RIES LOINFIBERMATfING
COIqF16ERMATiING 00 1� T B' 11'TOO'
EST. E%CAVATON =N6 CY
CHANNE�EXCAVATION E9T.ClASSINIPR6P=INTON9
EST. GfOTE%TILE FABPIC= fI➢SY
• SIOE SLOPEBME ]:1 OURET GHANNEL IMPROVEMENT
E
� O
F C KOONiS 8 � CONEY V
SONS MdS4NPY ' LEONARp
� -[- PT Sla.12+7934
DAVIDS�N CDUNTY
LOW OMQ�ACT BRIaGE
STRUCTURE P800]9
LS 09-11-W3
WBP 1]9P.9R.l] f4`�.Q�
BENCH
4' STONE
I J
' � � ..}�\� �..-�
r-
R=ia— I
G � •:
� . .. �. � .� W
� I �'� � I 6'CONCRETE�'� ���T��F
� � I � 00
,,� i '" ORNEWAY 30.�2d �
I
` � � � ' � BEGIN TIP /7BP9RP �� � � �
� �, 'L' PoC 57Al2+70D0 oT ?NS .�
CMpRLES 0 JR & �� "�a O � }^�'(�
CONNIE l 90WERS � um LEONARO � `- � 57A0'
' zw i � � � FLODOPLNN�
BENCH . .
j�z � .. � � CLASS I RlP RAP
' ' j ANO GEOTEXiILE
'� �� E57.141TON5
- ES7.749 SY GF
��----.
���.��
�__—__�
11 12 13
FLOODPLAIN
BENCH
CLA55 1 RlP RAP
PNO GEOTEX7/LE
EST.107 rONS �EONAFO-It00NT5
EST.��j 5�• G•F FAMIIY iFllSi ,
h f
ncx. s73O0 - - _--_. .
6000'
�0.75' �
��%� 41CN4EL E b
JO.00Y JIILiE L 4EPLEY
�°� ��N ersroo.4e
Z\
i � �;
p O
m caner v
F lE0rvaft0
14
\ /ld �
+85.0 '� . � � Sfa.14�80B3
30Dd �4'STONE
+9780 BASE
' S5b3' - ENO RESURFMING
�—COIR FIBER -L- STA14+20D0
MAT7/NG M o LLON E
�FLOODPLWN �
BENCH
15
N[ CfliO
Ndp B3/NSflS ZOpT
I
�
.,4/+�'F � _-
PERMIT DRAWING
-� SHEETS 2 OF 4
CULVERT HYDRAULIC DATA
OES/GN 0/SCHARGE = 650 CFS
DES/GN fREWENCY = 25 YRS
OE516N MY ELEVAT/ON = 713D FT
-- -- - — - — - -- BASE D/SCHARGE _ 1020 CFS
BASE FREIXIENCY = 100 YRS
BASE FM1Y ELEVATION = 71439 FT
OVERTOPP/NG 0/SCHPRGE = 20G�0 CFS
— — -- - - — -- O✓ERTOPPING FREWENGY= 500+ YRS
O✓ERTOPPING ELEVAT/ON = 7173 FT
16

0
�NTS &
ASCNRY
�
;
�
�
�:
�
CONEY V
LEONARD
.. . _ . . . � _ ��
_ I I ,,
I ' �
� � �
I �
i i
1
i �
�� O
D JR & r �
BOWERS � c�m i CONEY V
� Q w ' LEONARD
I�
_� i
v� w
'. p i.i. i � .
� Z
Z !
W
i �
!
BM9 ELEVATION = 71796'
N 76656/ E l6/2553
EL 57AT/ON /2+75 3Y LEFT
RR SPIKE lN NE ROOT OF A 24' 0?X
DAVIDSmN C�UNTY
4.OW IM�PAC'Il' BRIDGE
STRUCi11RE RHp%9
i s w-u.�w
W&5 1]BP.9.R!]
TIP 1]BP.AR19
COIR FIBER , �
MATTING �,�
FLOODPLAIN
BENCH �
LIN. FT= 102=�
j^- � ; \\
�i \
_�-,
' � AT-1 F �Q
_ � ,
� �_s_
-L- � o
W
ti -
AT-1 F ,o�
F
-- �,
i
��..
LIN FT=10
I �
— FLOODPLAIN
BENCH
CLASS l RlP RAP
AND GEOTEXTILE
EST. l4/ TONS
EST. l49 SY GF
,
i
>y�y ' ,
\ �.
��
ENGINEER
w xm uea roF co.usiaornou
FLOODPLAIN I I
BENCH
CLASS l RlP RAP PERMIT DRAWING
ANO �EOrExri�E SHEETS 3 OF 4
EST. lO7 TONS LEONARD-KOONTS
EST,Il.3 SY GF FAMILY TRUST ;
�
� �
i, I
�/TCH� . ...
-. _ _-_ -- -------- �
_.—_ _ _ _. __._. '
LIN. FT = 8
� Nc caio
NAO B3/NSFS 200>
3@ 11'x10' RCBC z I
MICHAEL E &
A JULIE L KEPLEY
��
N 87° 52' 00.4" E
F F F S'zRAU_ 350 F
T—=T_ � — T — — T T T � � � � � � ��� �. � �
'� �� � �,�-� cn _I _ I � � � � . � . � e
— \ /
�i�� � �i/
% F AT-1 i
�
,
l
'I
h
�A
0
�
�
�\�L
�
��?
1 �
O
CONEY V
LEONARD
COIR FIBER
MATriN�
FLOODPLAIN
, BENCH
MICHAEL E
DILLON
a,u�z E�varioN = �zo.�z
N 766525 E l6/2963
EL STATION 15+69 l3'RIGh7
REBAR WlrH ALUMMUM CAP STAMPED
'BL-I'(SET FLUSH WITH GROUNOI
POMT LIES 4.0' SOUTH OF ELY',E OF
HAPPY HILL ROAD
�PERMANENT CHANNEL
IMPACT
�TEMPORARY CHANNEL
IMPACT
25 12.5 0 25 50
SCALE: 1"=25'

PERMIT DRAWING
SHEETS 4 OF 4
WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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 -L- STA. 12+70.00 to -L- STA. 1 S+Z4.50 3@ 11'x10' RCBC 102 18
TOTALS: 102 18

ROAASIDE ENVIRONMENTAL UNIT
DBPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
•unmxc
201Y STANDARD SP6CIFICATIONS
}H6S8 %AOS(ON AND 5801MHAT CONSROL PlANS COMPLY
wrzx � xscrnwrroxs ssr roxra ar �
NCG-OIW90 f,6A@'RAL CON5IRUCIION P&¢NIT LFF"5'CI]VS dUGUSS;1011
f55U80 BY ]88 NOAffi CAROIA'A DHP.IRTMP.N]' OP PNV➢tONM9M AAD
ALINRAL F6TOlIRC6S ➢MS(ON ON W.f]8R QU.ILIIY.
NOTES: ANY DEVIATION FROM OPrIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER. �
ADDRIONAL EROSION CONTROL DEVICES MAY �
NEED TO BE INS7ALLED AS OIRECTE� BY 7HE r
ENGINEER. �
��
TO H" iso�
CHARLES HEAFNER �� �
LEVEL IIIA NAME
640
LEVEL IIIA CERTIFICATION NO.
1 �: I'� (�> � I (�) \ � � (�) \ " I � I'� (�> 1.
/ �
b � z �
�- _� � .. `',I. m u
�� . . ;�z,R- ��caiw ��
�
,?'ac,- . . .
�-,_--`� � �-
�
f�, � ,n,�r<�. IS' F
L.Y Ly �- +��-
� �.
� s-.�� �
,_, � � I >
� �°I
2012 STANDARD �RAWINGS
IfiO4.01 R.lmd F.m�on Caotrol OemJ 1632.01 Raek Idet Sedimeot Trap ira A
Ifi05.01 Tempomy9il�Fmce 3632.02 Rrcklviet9edimrn[T�epTypeB
Ifi06.01 Spev.I9Mimeo[CooholFwce 1fi32.03 Roeklde�9edimewTreyTypeC
160].Ol Cmvel Caaevvtion Fn�um 1633A1 Tmoowy Rnek 9i1� (]�eek Type A
1622.01 Tempa�vy Berm� �vd Slace �tid 1633.02 Temooruy Roek Sil� G9�mt Type B
1630.O1 NieQ &an 1634.01 'Iempore.y Roek 9dimeo� Dvm Tra A
1630.02 SJ�Beov Type B 1634.02 Tempa�eylbek 8edmm�Dem 'rype B
1630.03 Temponey 98t D'vch 1635.01 Nue4 Kpe Idx 9Wimm� Teep Typc A
1630.04 Sulliva Bam 1635.02 AocY Cice �dx &d'went Trep Type B
t630.05 Tempawy Di.amov 1640AI Co'v FJrer Ba�e
t630.06 Speeid Sc�iog Beav I645.01 Tempaemy Strnm f.ma.iog
163101 Mettiug IwuWtiae
CFA. � n,,. •.F:. G•,..A°I
1605.01 Te.�pa...� S�le Fe..« � � �
1606.01 Sp«�.I Sed:m�oe Cooe.al F��o�......_ �
tb2aoi a,mPO..., se.m..�a s�oPe u.ecn. ............. .._..
1630.02 Sile B..io 'P�e= B...._....._____.___..._... � �
1630.03 T�mpo.se� Silf DiEch_ .............__........ .a
1630.05 T�mca...� Dv.�.e;oo......____._______.__- � ,n �
1630.06 Sae�id 5611:os B..�n
1632.OS Ro�k Iolet Sed;,���[ T.ap T�p� C________ �
1633.01 T�mpo..�y Ro=k Sil[ Ch��k T�prA.________.�
T�mpo.e�> Ro�k 511[ C6��k T�prA ..:t6 O
M.t6ue .vd Yal�.n�l.m3d� (PAM)____ _ _____ �
1633A2 T�mpo..n Ro�k S.lt Ch k T>erA_. '
W.tele._._ .____ _ ..__.._ ____�
W.tel� wieh Pel�a�.�4�1de (PAM) ................. O
1634.02 "9':mv=..n Ro�k S�d1m�n� D.m T�prB..___.. �
1635.01 Ro�k Ape I�let Sed��eoe T�,p T>pe A...__._.
M�
.('i
!_� _ I _
`,_`��r�N��� 3'=-�
�� � F � � �``r�
�,�<<� � �
� b�
� ';�'�, ;��,
�� �
�'\ \
.`
�1 r
0
.r!i U
�;i N
]�� I�� . .�� I�
•:�iri�:�: �:::. �
seso.;:�
s�:.:r
�rw;.� ;�� _
�,'9//�!�_�
�6..;�'I!'t�'��. -
� .�'����
MU w-� '
�i �}
�I-' � �
�F _.
CONSTRLICTION SE�l1ENCE - PHASE I
I. INSTALL PHASE ISTILLING BASIN
2. PLACE PHASE IIMPERVIOUS �IKES
3. MAWTAIN CHANNEL FLOW THROUGH EXISTING STREAM
9. CONSTRUCT UPSTREAM AND �OWN STREAM PORTIONS OF EAST BARREL,
WINGWALLS.AND CHANNEL IMPROVEMENTS
5. REMOVE PHASE IIMPERVIOUS DIKES
CHANNEL
IN
w.o : I�,00,
F
IIMWERVIOUS �
I�I E
SP CIAL STILL
IMPERVIOl1S DIKE
��_ F
���
CUWERT CONSTRUCTION SEQUENCE - PHASE I
LEONH
F.,'11LY
O
�.iICHAEL E &
JULIE L KEPLEY
EXISTING R/W
-- F --
T, ------- F
'Y HILL RO SR l231, �
l8' BST F�
T--�,-° _
N 88°31'SB,�„ E
EXISiING R/W
NEFEPFNCE NO. I SNEE! NO.
MV SXEFI NO.
PUNS PREPMED BT:
PdHSONS
BRII�K�CEWfOFF
�Ba�r
PRELIMINARY PLANS
xsrnucnorv
CLFARING AND GRUBBING
EROSION CONTROL FOR
CONSTRURION SHEET /
�
- a
iz NoP
7U.77'-===
-� � - 70 HWY 64
NC GRID
hA� 83/NSRS 200
CONSTRl1CTI0N SE�l1ENCE - PHASE II
PLACE PHASE IIIMPERVIOUS OIKES
2. �IVERT CHANNEL FLOW THROUGH EAST BARREL
3. CONSTRUCT UPSTREAM AND DOWN STREAM PORTIONS OF CENTER AND
WEST BARRELS,WINGWALLS,AND CHANNEL IMPROVEMENTS
4. REMOVE SPECIAL STILLING BASIN
5. REMOVE PHASE IIIMPERVIOUS DIKES
CHANNEL IMdROVEMENTS
�� doIES -G y �
I. Cl1LVERT CONSTRUCTION SHALL BE PERFORMEU
IN ONLY ORY OR ISOLATION SECTIONS OF CHANNEL.
2. IMPERVIOl15 DIKES ARE TO BE USEO TO ISOLATE
WORK FROM $TREAM FLOW AS NECESSARY.
3. ALL GRAOED AREAS SHALL BE STABILIZED
WITHIN 24 HOl1R5.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL
BE INCIDENTAL TO THE WORK. THIS INCLl1DE5
POLYETHYLENE SHEETING, �IVERSION PIPES, AN�
HOSES.
5. PUMPS AND HOSES SHALL BE SUFFICIEN7 70
DEWATER TNE WORK AREA.
6. THE CONTRACTOR SHALL NOT Pl1MP SEUIMENT-
LADEN WATER �IRECTLY INTO S7REAM. FOR
DE-WATERING OF Cl1lVERT SITES, THE
CONTRACTOR SHALL FILTER SEDIMENT-LADEN
WATER THROUGH SPECIAL SEDIMEN7 BASIN.
�
�
IMPERVIOUS DIKE
�� F
=__1y��
� C , , ,
IN
I I 1�1 I, , ..o.�:l�=,00,
SPEqAL STILLING BASINJ
CUWERT CONSTRUCTION SEQUENCE - PHASE II
�
s..�. i^ = so�
W' 0 d0' 60•

ROADS[DE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MIIINGNG
201Y STANDARD SPECIFICATIONS
II �: I'� (�) � l (�) \ � � (�) \ ' I � I'� (�> 1.
]685H dRQS(ON AAD SBIINIHNT CONlROL PIANS COMPLY
WRH iHe R£GlILfRONS SfiY FlAlB BY SHd
NCG-010]N f.&`lHIfAL CONSIAIICIION PHRNR EI�PCLTTVP AfIG!/S]';30L
f55U8D HY iHH NOF]N 'WROLLYA DBPMIHf&V! OP 8M'fAONA1HNI.L'N
NAIU/W, A&SOURGBS DIVISION OAWAT6R QfIAfIA'.
� �
7p �� � �w�_
� /50 � _ /B'BS7
�
= T�
f� (� (� �Y=
v/ � W �.J �.)
W W
I�il
� � � ;�;
� �
�
CHARLES D JR &
CONNIE L BOWERS
SeA"� D... nf:e c � �
1605.01 T��e=�.n Sil[ Fe�«______.___....... �„ fH—„�
1606.01 Sn==:.l S�d:m�oe Cooe:ol Fs��� _....... �
1622.01 "Tamno..n 8<.m..�d Slope D.e.n. T�'—
1630.0Y S:le B..�o T,p� B � �
1630.03 Temao.e.� SJe D�t�h_____...._.____.. ,e —
1630A5 T�mea�..s D�.�.e�oe........._...___._._......_. — .,.p —
1630.06 Saa:al Sell:oa B..��
1632.03 Ro=k I�lae Sad3me�e T..p T�ye C_______...
1633A1 Tempo.e.� Ro�k SJe C6eok T�o� A___.______�
T�mpo.e.> Rock S�lt CLe�k T�p=-A .i[6 O
M.te:ea end Fol�.��rl:,olda (PAM2......___-__ �
1633.0Y T�.�po.,.� Rook S.le Cha�k T�p� B_.........�
W.ffle _...___.____._..._._�
W.tel� ..�tA Pol�e�.�l.m.de <PAM).____........ O
163<.O2 'Tempa..n Ro�k S�d:�e�e D.m T.prB.__.._ �
1635.01 Rwk P.y� Iol�t Sed:mese T�.p T�prA.._....__._
�
�
�n �
U m
aw
_�
o�
�z
z
�
p
r'a i�
;�H;
�
� � �
�
Q Q '
m �
cXISiING RiW 8 /�j �
P
— =w— w-f-
—�—_ �
_ -
EXISiING q/W —
� �
��
� �
� �I�'I
U
� I �I
O � I I �
CONEY V � / I
LEONA�`RD � / �
issKO �
� / /
��- �
CAN I
CHARLES HEAFNER
LEVEL IIIA NAME
640
LEVEL IIIA CERT�fICATION NO.
�o
Ni �
� >y//I,y�
J� \ `t
�\I
�
\\
�I
�
E�
:�
g
co
A
<
\ � `
���� � . . �� �
N
LEONu�.
FAMILY .
O
MICHAEL E &
JULIE L KEPLEY
E%ISTING R/W
HILL RD SR
l8' BST
EX6TING R/W
2012 STPsNDARD DR.�WINGS
iboaoi xaa.oma 'ooeomoioc,a iWZO� RocYldet9dimev�TnnTm�A
1605.01 Temvo�en S�t Fmce 1632.02 Raek 1da &dimevr T.ep Type B
1606.01 9pa+e19Nimeo[ Cuoo-ol Fevice 1632.03 Rac4 Idx 9edimeor Tnp Type C
160].Ol G�..el Comeuction Fnirevre 1633.01 Temparazy Ibe4 Silt Chevk "rypa A
1622AI Temparvey Be�meend Siope Deaion
I630.01 Rieer B�dn 1634.01 Temporu� Roo6 Sedimeo�U.m Type A
isao.oz sa� s..m Trve s i6aa.m re��.�r n�e sm�.o� n.m r,� e
1630.03 Twopore.r 9i1� �irc6 1615.01 Roek Rpe We� Sedimm� Tno Tru• A
1b30.04 9tilliog Beuv 1635.02 Aa h Rpe Ide�9adimm�i.ep Type B
Ib30.05 Temporay Di.e�dou 1640.01 G'v Fibee &�e
1630.06 Speciel9ri�ivg B.un 1645.01 Tempoeen Strem Croumg
twi.m nr,ume �.uar:� .
NOTES: ANY DEVIATION FROM OPfIONS GIVEN WILL
REQUIRE PkIOR APPROVAL BY ENGINEE0..
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
IIFFFAENCE NO.
hW SHEEf NO.
PRELIMINARY PLANS
F CaNfiRVCIION
�'a
E
J
r0 HV✓Y 64
NC GRI�
�AD 83/NSRS 2007
s..�. �^ = so�
ao� o ao� cor

�������N
�°ICA��°l[°lE �]F
�1F lH[��lH[W���
N�ll$7[°�ll[ �A]E��IL�l�A
PRELIMINARY PLANS
PoR COY9TROCTION
SOIL STABILIZA TI011 t TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3el 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2a1, 14 DAYS ARE ALLOWED.
SLOPES 3:IOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

0 2.5 5 PROJ.REFERENCE NO. SHEEf NO.
k�T� 17BP.9.R.17 X-1
i t 7 1 2
v
r'�
�. 26 ~ �. �
--- -�- 14+
�
�
'F
i
I
-- � � 0 .08
���
rn
0. 20 i= 0.0 0
�; _- l3+ 0. 0
z _.—. N a MPI ET PL N
E I I P P O E T 7 P. .� 1 °�°° =�T,°°
- . ,2 7 0 R� IMI -rAR P A
"�,€
7 � 1 1 2

0 2.5 5 PROI.REFERENCE NO. SHEEf NO.
�� 17BP.9.R.17 X-2
1 1 1 7 4
I
� .� .
-- T T .16 2 .5
--i
-- � i --
I
-- -- - 1., -- 71792 �
��-
15 + 0. 0
,�.� , — — — \
— I — — — — — — L
717 27 � -
14 + 0. 0 po a� Lp P.� s
PRY IM NA YA VLA S
- e rox rnox
5 � 1 7 1 1

BENCH MAftK °I: RAILROAD SPIKE IN NORTH EAST R00T OF A 24"0 OAK TREE, STA. 11+qq,00-L- 35' LEFT. EL. 7t7.96
_�� Z'_'�� - '
ti � ' -
� � CuARDRAIL '
Q ° (ROA�WAY OETAIL AN�
i-� y � I PAY ITEM) (TYPJ `"' -.
LrYI.,
L _ . �109e_pp,,p�„
�
AQ � CI1L
� �
f �
�
+
lN
I �
�
.� \ z
0
CLA55 I RIP RAP
AND GEOTE%TILE
lROADWAY DETdIL BND
PAY ITEM) ITYP.I
-� �REEK
INDIAN GRA`1�
X �
A.13+SO.OD -L-
J —
–LS"0 R.C. PIPE
THROUGH
WING WALL _
W
LOCATION SKETCH
� -L-
'"""'"""""""""""""" """"_'". _...""'""....""'_' """'""_-'
"' "'_"""'"'"'_
705.0! EL.705.0� EL.705.0� EL.TOS.Ot
PROFILE ALONG � CULVERT
ASSEMBLEO BY : u.u. uwV[rlrVn i pATE i
CHECttED BY : .P. PATEL OPTE �
aFSaEtoaD�uEEaD.A. DAVENPORT
pATE :
X X
�
�
— —�
W \
ROADWAY DATA
GRA�E PT. EL !J STA. 13+50.00 -L-
BED EL.(J STA.13t50.00 -L-
ROADWAY SLOPES
HYDRAULIC DATA
DESIGN OISCHARGE
FRE�UENCY OF �ESIGN FLOOD
�ESIGN HIGH WATER ELEVATION
DRAINAGE AREA
BASE �ISCHARGE (0100)
BASE HIGH WATER ELEVATION
=71832
=709.90
=2:1
=6W C.F.S.
45 YR.
=713.00
=1.6 S0. MI.
=1020 C.F.S.
=714.39
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE =p000 L.F.S.
FREDUENCY OF O4ERTOPPING FLOOD =500+ YR.
OVERTOPPING HICH WATER ELEVATION. =7�7,30
TOTAL STRUCTURE OUANTITIES
STAGE I STAGE II iOTAL
CLASS A CONLRETE �
BARREL Q�•B6gCV/FT 6T4GE UZ•829CY/FT fSTAGE IU 36.9 C.Y. 120.2 C.Y. 157.1 C.Y.
SILLS �•T �,Y. ��7 C.Y. 3•4 C.Y.
WING ETG. 17.9 C.Y. 22A C.Y. 903 C.Y.
SUB TOTALS 56.5 C.Y. �49.7 �,Y. 200,6 C.Y,
REINFORCING STEEL
BARREL 5792 �85. 14550 LBS. 20342 LBS.
WINGS ETC. 1235 LBS. 1235 LBS. ZQ�O LBS.
SUB TOiAIS 7027 LeS, 15785 LBS. 22812 LBS.
FOONOATION CONOITIONING MAiERIAL 90 TONS 61 TONS l0P TONS
CULVERT EXCAVATION � LUMP SOM
PLAIN RIP RAP CLASS I 46.8 TONS i13 iONS 118.1 TONS
REMOVAL OF EXISTINC STFtICTUflE LtIMP SUM
EL 7�5.0i
9\119P.R.9.Il\Ii9P.9F.R:
NOTES
ASSUMED LIVE LOAD -------- HL-93 OR ALTERNATE LOADING.
DESIGN FILL------------- 3.93 FT.MA%
DESIGN FILL--------------- 2.60 FT. MIN.
FOR OTHER OESIGN DATA ANO NOTES SEE STANDAR� NOTE SHEET.
3"0 WEEP HOLES INOICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
CONCRETE IN CULVERTS i0 BE POURED IN THE FOLLOWING ORDER:
STAGE I:1.WING FOOTINGS,FLOOR SLAB INCLUDING 4"OF ALL VERTICAL WALLS.
2.THE REMASNING PDRTIONS OF THE WALLS,SILLS. WINGS FULL HEIGHT.
STAGE II:1.YlING FOOTINGS,FLOOR SLAB INCLUDINC 4"OF ALL VEftTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS,SIL�S.WINGS Fl1LL HEZGHT
FOLLOWED BY ROOF SLAB AN� HEADWALLS.
THE RESIOENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING
IT OUT TO MAKE CERTAIN THA7 IT WILL PROPERLY TAKE CARE OF THE FILL.
DIMENSIONS FOR NINC LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
EMBEDDEO IN BARREL ARE SHOWN ON WING SHEET.
AT THE CONTRACTOR'S OPTION.HE MAY SPLILE THE VERTICAL REINFORCING STEEL
IHE SPLICES SHALL 8E PAID FOR 6Y THE CONTRACTOR.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILI FACE
OF THE WING COVERINC TNE ENTIRE LENGTH OF THE EXPANSION JOINT.
FOR Cl1LVERT DIVERSION DETAILS AND PAY ITEM,SEE EROSION CONTROL PLANS.
FOR 5(1BMITTAL OF WDRKING DRAWINGS.SEE SPECIAL PROVISIONS.
FOR FALSEWORK AN� FORMWORK,SEE SPECIAL PROVISIONS.
FOR GROl1T FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY.SEE $PECIAL PROVISIONS.
AT THE CONTRACTOR'S OPTION HE MAY St1BMIT,TO THE ENGINEER FOR APPROVAL,
DESIGN AN� OETAIL �RAWINGS FOR A PRECAST REINFORCED CONCRETE BO% CULVERT
IN LIEU OF THE CAST-IN-PLACE CULVERT SHOWN ON TNE PLANS.THE OESIGN SHALL
PROVIDE THE SAME SSZE AN� NUMBER OF 6ARRELS AS USED ON THE CAST-IN-PLACE
OESIGN.FOR OPTIONAL PRECAST REINFORCE� CONCRETE BOX Cl1LVERT,SEE SPECIAL
PROVISIONS.
REMOVAL OF THE EXISTING ORIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS
�EBRIS FROM FALLING INTO THE WATER.THE CONTRACTOR SHALL SIIBMIT �EMOLITION
PLANS FOR REVIEW AND REMOVE THE BRI�GE IN ACCORDANCE WITH ARTICLE 402-2 OF
THE STANDARD $PECIFICATIONS.
THE EXISTING STRl1CTURE CONSISTS OF 1 SPAN (d 30'-6". WITH 19'-2"CLEAR ftOADWAY AND
TIMBER DECK ON STEEL I-BEAMS AN� DOUBLE CHANNELS �N MASS CONCRETE ABUTMENTS
WITH STEEL SEATS AND LOCATED dT THE PROPOSEO STRUCTI/RE SHALL BE REMOVED.
THE l5"H PIPE THROUGH THE YlING WALL OF THE Cl1LVERi SHALL BE LOCATED BY THE
ENGINEER.THE REINFORCING STEEL SHALL BE FIELD BENT AS NECESSARY TO CLEAR
THE PIPE.
aoORtiN Gdkpi`o,
,��� �4
° : a� ��: .
=o, see� ; �
�0,30 :�;
?e t F,�CMEF,O,de•'.�'�,.
�
��Ay OAVE�pJ
� , ,,,, ov
PROJECT N0. 17BP.9.R,17
DAVIDSON COUNTY
SrarioN: 13+50.00 -L-
SHEET � OF 6 REPLACES BRIOGE N0.79
SIGIE N NOFiN CRPOLMI
DEPARTMENT OF TRANSPORTATION
PLLEiEn
BARREL STANDARD
TRIPLE 11 FT. X 10 FT
CONCRETE BOX CULVERT
109° SKEW
AUGl15T 1990
PEVISIONS �I SHEET
oer[� xo. en onr[, �"�
ST�. N0. C8223A

L-
� K
WAY FILL SLOPE 2:l
RS �j �Oj
.a
L FACE
-- � H
� ao
TH
O F-i
:+ Z W
� iiN
CONST.JT.
AM FACE N;w EACH FACE STAGGEF
� ELEV.�04.9
¢ �¢
0 y�m
�Q a O CONST. JT. �
- v
"_____"______ '__'` '_-____
io�—�-� �
3"PJ WEEP HOLES n. 10'-0"! CTS.�'
iR WALL. INTERIOR WALL
:T SECTION NORMAL TO ROADWAY
OF Cl1LVERT =
4" 198-'4A100 BARS W 4"CT5.12 BAR RUM
�ARK1 BOTTOM OF ROOF SLAB
5�/ ° 144-"4A300 BARS (J 5�/"CTS.(2 BAR RLJN)
TOP OF ROOF $LAB
2S fJ i'/2"CTS.- CORNER BARS «
RIOR WALL � SEE BARREL SECTION 7~
�' I ____'_'__'_' L"'
1
'__ _ _'_'____'_"_'______
mO Q �
a o
° � a ��°,, @ minsrc
O � Q
Q 6 � V m FOm6
O N U¢am
p V O
W _owN
o �
a m _,
__ _ _°W'_________________
���_ ��ti ��� __�������������
� � �
FILL SLOPE 2:1
-4-=SG1 BARS la 3'Cl
3-°853 BpRS ��
�
�
�
I
I
I
�3-°8••5•• BARS
_ O_____'
1
__-__1_"1
I
N �
m m
"' w
v v�
n
�
FACE
W2
w \
U,
r�
N \
O `
P �
G `
�
R
o I�
STAGE I I 57'AGE II
END ELEVATION NORMAL TO SKEW
SKEW TRIANGLE
•5 El
EACH
�5�0
'•`}�•� �, , ' , • , �
�i�' Oi� • � �
�%iii�i�i4 i i � � � , //
a�0���•
Byp•�•pp��� � -
�J.��E�� +

�\
r HIGH FLOW 9ARREL
+ CONST. JTS'"-"
-,/v� LOW FLOW BARREL
� FLOW
N IGH FL01Y BARF
ii
PLAN SHOWING BARREL LAYOUT WITH SILLS
NOTES:
PLACE SILIS AT INI.ET AND OUTLET OF EXiERIOR BARRELS ONLY.
BACKFILL E%TERIOR BAftRELS NITH CLA55 I RIP RAP i0 A DEPTH OF 2'.
BACKFILL CENTER BARREL WITH CLASS I ftIP RAP TO A DEPTH OF 1'.
i
�ek °6D1
OOWEL
ITYP.I
ELEVATION
ORPMN Bx v D.d.OeVENPORT pAiE : �/���!��
CHECKE� BY : A�P�P>�F� pAiE : �9���
�ESIGN ENCINEER Of aECOFO� �.A.�<vENPORi DAiE � W/11/ 3
IS�SfP201] IYQ:
s:.oPCe�o�vsu
tla0ovenpo�t
z
HIGH FLOY!
SILL
A1 BARS
�
z�U
A2 BARS
4
35'-8"
2"HIGH BEAM BOLSTERS � CUWERT
( 9.8.1 .n 3'-0" CTS. � �( BARRELS
SYMM. A60UT
A300 BARS N u � THIS LINE 1
4"T�P� A100 BARS CONST. • I
2_CL JT. N "
�' 93/a"HIGH
i
C.H.CA. 2"CL z.�� I
BI BARS i
B3 0
B2 BARS � I
# AlL CONTINUOUS �' 'w-'
HIGH GHAIR UPPER � a �
f C.H.C.U. ) (� 3'-0" "' '^ I
CTS. Q � i
"LL I
a
3•B A2 BARS (SPLICED m� �
WITH B3 BARS � a I
� WEEP HOLES STAGE I ONLY1 1tl
`+It 3�/a"HIGH C.H.CA. �,, Q. i
N ci A200 BdRS AppO BARS�
A400 BARS d440 BARS
" CONST. JT.ISTAGE U
CI BARS (J 1'- 0"CTS. 6"
RIGHT ANGLE SECTION OF BARREL
THERE ARE 139 "C" BARS IN SECiION OF BARREL.
(L�OKING DOWNSTREAAI )
�
�—�K#:•6"D•, AT A
MAXIMIIM SPACING
OF 4' 0"
2 LAYERS OF 30 LB.
� ROOFING FELT T�
PREVENT BOND
��°601 �I
OOWEL
tTYP.I
SECTION THROUGH SILL
�DOWELS MAY BE PUSHED INiO GREEN CONCRETE
AFTER SLAB HAS BEEN FLOAT FINISHE�.
CULVERT SILL DETAILS
9\1iBPR9.IT1iBp.9.F.li.S�.CU.Cpn
V
T
ALL BAR �IMENSIONS ARE OUT TO OOT
BILL OF MATERIAL I BILL OF MATERIAL
ieie.r
F�CW
REINFORCING STEEL S192 LBS
STAGE II
BILL OF MATERIAL
BAR N0. SIZE iYPE LENGiH WEIGHT
'9 I STR
•9 I STR
4 STR �g'-9' ZS REINFORCING STEEI 14550 LBS
PROJECT N0. 17BP.9.R.17
DAVIDSON COUNTY
STATION: 13+50.00 -L-
SNEET 3 OF 6
s�a+e or'mnm cmanu
DEPARTMENT OF TRANSPDRTATION
.�Eic�
BARREL STANDARD
�NCARO�° TRIPLE
�°Q�""'•��'� 11 FT. X 10 FT.
' '��E�': = CONCRETE BOX CULVERT
'�� �°"° `�` 109° SKEW
n'--..Y9���&..:
HEVI5ION5 SHEET N0.
i� xo ev. ouc� xo en oeie, �-3
� 9-z � .....

�
�
�
a
�
�
�
C�
U
W
O
�
�
C1
Sce 5/�el 1-A Far Index of Sheets
See Shsef 1-B Far Symbology Shjef
r�r DETOUR ROUTE
`\ �
D U GR.9PHIC SCALES DESIGN DATA
r
N �
�� so 25 o so too 'd`�T 2009 = 710
°' V — 55 MPH
3 ���
� PL4NS
+
F
m � 50 25 0 50 100
�S O PROFILE (HORIZONTAL)
mo 10 5 0 10 20
m� U PRl1FII F NFRTI!'Al l
Tp H
WY �So
�°I[°�'][°lE �1F �T�1E�°1�1�[ �C�1[$�lC,�l�T�
���y�syll�l'i' �� ���U� 1�U' ��sy
DAVIDS011t C4U11tTY
LOCATI01�: REPLACE EXISTING BRIDGE 1Y0.79
SR 1231 — HAPPY HILL RD.
TYPE OF WORK GRADII�G, DRAl1VAGE, WIDE11i11�'G, BOX
CULVERT A1�D PAVEMENT MARKIIVGS
SURFACE WATER IMPACTS PERMIT
BEGIN BOX CULVERT
-L- STA. 13+31.17
+22.00
/p 3�.���
� -L-
�
�
-L- STA. 12+70.00 ,
BEGIN TIP 17BP.9.R.17
BEGIN RESURFACING !
;
PROJECT LEXGTH
LENGTH ROADWAY TIP PROJECT 17BP.9.R.17 = 0.060 MI
LENGTH STRUCTURE TIP PROJECT 776P.9.R.17 = 0.007 MI
TOTAL LENGTH TIP PROJECT 178P.9.R.77 = 0.067 MI
30.00'
+20,00
57.00'
+73,00
� 60,00' �
's fJ.3,OO END BOX CULVERT
EA '30.0�� _L-STA.13+68.19
�OF /5
�� HAPPY HILL RD SR 1231
+06.06
30.00'
� 3�e�0�
c+ ' +97,80
� 55.63'
� ' +50,00
� m , , 56,00'
�IOX OF HIGHI
)000 Birci Ridge Dr.
Rolcigh NC, 2I610
•�• 17BP.9.R.17 1
PERMIT DRAWING
SHEETS 1 OF 4
�o
ro�
�
ZV
z
TO HWY 64
-L- STA. 16+24.50
END TIP 17BP.9.R.17
� eTn �e�onnn
END RESU
HYDRAULICS ENGIN&&R
RIGHT OF WAY DATE: DAVID KEISER, PE
Pxo�ecr axeuman ItOADWAY DESIGX
EXGINE&R
LETTING DATE: LAUREN WILSON, EI
FEBRUARY 26, 2014 rno�acr nasreN �rcrveax
XCDOT CONTACT: nmsrox axmes - rxor,eunr ewweac �.�.,..�rox.
PRELIMINARY PLANS
DMSIOX OF ffiGHN9YS
STA7E OA NORTH CAROZINA
�
o'
.`
^ �o
�

CUINE DATA
PlSto 11+4p25 PlSto /5+25D1
p = l242'OBB(LTl � = 0'59'23T(RT1
D= 432' 502 D= f 07' l26
L = 27934' L = 8837'
7 = 14025' T = 44J9'
R = 126000' R = SJIS.W'
FLOODMAINBENCM CHANNELOEfAILS FLOOOPL/�INBENCH
ELEV:]C6.9 IXISTING ELEV:]06.8
N� TTYP STRFANBEO �NG
� — •
GEOTE%}ILE
pN� NP qqV ClA&5 �ffi
IOXCIUNNELBINKS �'� COIRFIBENIMTTING
OHLY(IYP) �RIES ♦ I
CQ'RFIOERMATi1XG 11'TOC H'T010 H'TOO'
EST. EXCAV.VIOX =E0 CY
E9T. CU33I RIP MP=101 TONS
EST. GEOTIXIILE FABRIC= HJ SY
iL000P�A1NBEHCX �NLETCHANNELIMPROVENEM
ELEV:]O6.B
NG �'T�T �T��� FLOOOMAINBENCH
� STPEAYBEO ELEV:M6.8
� \ GNG
�. p / .
GEOIE%IIIE — �
ANU NP N�P GlAS9 �• {yP
IONCHRNNELBANKS
OXLY(LYP) VpNEB VARIES V�RIES LOINFIBERMATfING
COIqF16ERMATiING 00 1� T B' 11'TOO'
EST. E%CAVATON =N6 CY
CHANNE�EXCAVATION E9T.ClASSINIPR6P=INTON9
EST. GfOTE%TILE FABPIC= fI➢SY
• SIOE SLOPEBME ]:1 OURET GHANNEL IMPROVEMENT
E
� O
F C KOONiS 8 � CONEY V
SONS MdS4NPY ' LEONARp
� -[- PT Sla.12+7934
DAVIDS�N CDUNTY
LOW OMQ�ACT BRIaGE
STRUCTURE P800]9
LS 09-11-W3
WBP 1]9P.9R.l] f4`�.Q�
BENCH
4' STONE
I J
' � � ..}�\� �..-�
r-
R=ia— I
G � •:
� . .. �. � .� W
� I �'� � I 6'CONCRETE�'� ���T��F
� � I � 00
,,� i '" ORNEWAY 30.�2d �
I
` � � � ' � BEGIN TIP /7BP9RP �� � � �
� �, 'L' PoC 57Al2+70D0 oT ?NS .�
CMpRLES 0 JR & �� "�a O � }^�'(�
CONNIE l 90WERS � um LEONARO � `- � 57A0'
' zw i � � � FLODOPLNN�
BENCH . .
j�z � .. � � CLASS I RlP RAP
' ' j ANO GEOTEXiILE
'� �� E57.141TON5
- ES7.749 SY GF
��----.
���.��
�__—__�
11 12 13
FLOODPLAIN
BENCH
CLA55 1 RlP RAP
PNO GEOTEX7/LE
EST.107 rONS �EONAFO-It00NT5
EST.��j 5�• G•F FAMIIY iFllSi ,
h f
ncx. s73O0 - - _--_. .
6000'
�0.75' �
��%� 41CN4EL E b
JO.00Y JIILiE L 4EPLEY
�°� ��N ersroo.4e
Z\
i � �;
p O
m caner v
F lE0rvaft0
14
\ /ld �
+85.0 '� . � � Sfa.14�80B3
30Dd �4'STONE
+9780 BASE
' S5b3' - ENO RESURFMING
�—COIR FIBER -L- STA14+20D0
MAT7/NG M o LLON E
�FLOODPLWN �
BENCH
15
N[ CfliO
Ndp B3/NSflS ZOpT
I
�
.,4/+�'F � _-
PERMIT DRAWING
-� SHEETS 2 OF 4
CULVERT HYDRAULIC DATA
OES/GN 0/SCHARGE = 650 CFS
DES/GN fREWENCY = 25 YRS
OE516N MY ELEVAT/ON = 713D FT
-- -- - — - — - -- BASE D/SCHARGE _ 1020 CFS
BASE FREIXIENCY = 100 YRS
BASE FM1Y ELEVATION = 71439 FT
OVERTOPP/NG 0/SCHPRGE = 20G�0 CFS
— — -- - - — -- O✓ERTOPPING FREWENGY= 500+ YRS
O✓ERTOPPING ELEVAT/ON = 7173 FT
16

0
�NTS &
ASCNRY
�
;
�
�
�:
�
CONEY V
LEONARD
.. . _ . . . � _ ��
_ I I ,,
I ' �
� � �
I �
i i
1
i �
�� O
D JR & r �
BOWERS � c�m i CONEY V
� Q w ' LEONARD
I�
_� i
v� w
'. p i.i. i � .
� Z
Z !
W
i �
!
BM9 ELEVATION = 71796'
N 76656/ E l6/2553
EL 57AT/ON /2+75 3Y LEFT
RR SPIKE lN NE ROOT OF A 24' 0?X
DAVIDSmN C�UNTY
4.OW IM�PAC'Il' BRIDGE
STRUCi11RE RHp%9
i s w-u.�w
W&5 1]BP.9.R!]
TIP 1]BP.AR19
COIR FIBER , �
MATTING �,�
FLOODPLAIN
BENCH �
LIN. FT= 102=�
j^- � ; \\
�i \
_�-,
' � AT-1 F �Q
_ � ,
� �_s_
-L- � o
W
ti -
AT-1 F ,o�
F
-- �,
i
��..
LIN FT=10
I �
— FLOODPLAIN
BENCH
CLASS l RlP RAP
AND GEOTEXTILE
EST. l4/ TONS
EST. l49 SY GF
,
i
>y�y ' ,
\ �.
��
ENGINEER
w xm uea roF co.usiaornou
FLOODPLAIN I I
BENCH
CLASS l RlP RAP PERMIT DRAWING
ANO �EOrExri�E SHEETS 3 OF 4
EST. lO7 TONS LEONARD-KOONTS
EST,Il.3 SY GF FAMILY TRUST ;
�
� �
i, I
�/TCH� . ...
-. _ _-_ -- -------- �
_.—_ _ _ _. __._. '
LIN. FT = 8
� Nc caio
NAO B3/NSFS 200>
3@ 11'x10' RCBC z I
MICHAEL E &
A JULIE L KEPLEY
��
N 87° 52' 00.4" E
F F F S'zRAU_ 350 F
T—=T_ � — T — — T T T � � � � � � ��� �. � �
'� �� � �,�-� cn _I _ I � � � � . � . � e
— \ /
�i�� � �i/
% F AT-1 i
�
,
l
'I
h
�A
0
�
�
�\�L
�
��?
1 �
O
CONEY V
LEONARD
COIR FIBER
MATriN�
FLOODPLAIN
, BENCH
MICHAEL E
DILLON
a,u�z E�varioN = �zo.�z
N 766525 E l6/2963
EL STATION 15+69 l3'RIGh7
REBAR WlrH ALUMMUM CAP STAMPED
'BL-I'(SET FLUSH WITH GROUNOI
POMT LIES 4.0' SOUTH OF ELY',E OF
HAPPY HILL ROAD
�PERMANENT CHANNEL
IMPACT
�TEMPORARY CHANNEL
IMPACT
25 12.5 0 25 50
SCALE: 1"=25'

PERMIT DRAWING
SHEETS 4 OF 4
WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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 -L- STA. 12+70.00 to -L- STA. 1 S+Z4.50 3@ 11'x10' RCBC 102 18
TOTALS: 102 18

ROAASIDE ENVIRONMENTAL UNIT
DBPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
•unmxc
201Y STANDARD SP6CIFICATIONS
}H6S8 %AOS(ON AND 5801MHAT CONSROL PlANS COMPLY
wrzx � xscrnwrroxs ssr roxra ar �
NCG-OIW90 f,6A@'RAL CON5IRUCIION P&¢NIT LFF"5'CI]VS dUGUSS;1011
f55U80 BY ]88 NOAffi CAROIA'A DHP.IRTMP.N]' OP PNV➢tONM9M AAD
ALINRAL F6TOlIRC6S ➢MS(ON ON W.f]8R QU.ILIIY.
NOTES: ANY DEVIATION FROM OPrIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER. �
ADDRIONAL EROSION CONTROL DEVICES MAY �
NEED TO BE INS7ALLED AS OIRECTE� BY 7HE r
ENGINEER. �
��
TO H" iso�
CHARLES HEAFNER �� �
LEVEL IIIA NAME
640
LEVEL IIIA CERTIFICATION NO.
1 �: I'� (�> � I (�) \ � � (�) \ " I � I'� (�> 1.
/ �
b � z �
�- _� � .. `',I. m u
�� . . ;�z,R- ��caiw ��
�
,?'ac,- . . .
�-,_--`� � �-
�
f�, � ,n,�r<�. IS' F
L.Y Ly �- +��-
� �.
� s-.�� �
,_, � � I >
� �°I
2012 STANDARD �RAWINGS
IfiO4.01 R.lmd F.m�on Caotrol OemJ 1632.01 Raek Idet Sedimeot Trap ira A
Ifi05.01 Tempomy9il�Fmce 3632.02 Rrcklviet9edimrn[T�epTypeB
Ifi06.01 Spev.I9Mimeo[CooholFwce 1fi32.03 Roeklde�9edimewTreyTypeC
160].Ol Cmvel Caaevvtion Fn�um 1633A1 Tmoowy Rnek 9i1� (]�eek Type A
1622.01 Tempa�vy Berm� �vd Slace �tid 1633.02 Temooruy Roek Sil� G9�mt Type B
1630.O1 NieQ &an 1634.01 'Iempore.y Roek 9dimeo� Dvm Tra A
1630.02 SJ�Beov Type B 1634.02 Tempa�eylbek 8edmm�Dem 'rype B
1630.03 Temponey 98t D'vch 1635.01 Nue4 Kpe Idx 9Wimm� Teep Typc A
1630.04 Sulliva Bam 1635.02 AocY Cice �dx &d'went Trep Type B
t630.05 Tempawy Di.amov 1640AI Co'v FJrer Ba�e
t630.06 Speeid Sc�iog Beav I645.01 Tempaemy Strnm f.ma.iog
163101 Mettiug IwuWtiae
CFA. � n,,. •.F:. G•,..A°I
1605.01 Te.�pa...� S�le Fe..« � � �
1606.01 Sp«�.I Sed:m�oe Cooe.al F��o�......_ �
tb2aoi a,mPO..., se.m..�a s�oPe u.ecn. ............. .._..
1630.02 Sile B..io 'P�e= B...._....._____.___..._... � �
1630.03 T�mpo.se� Silf DiEch_ .............__........ .a
1630.05 T�mca...� Dv.�.e;oo......____._______.__- � ,n �
1630.06 Sae�id 5611:os B..�n
1632.OS Ro�k Iolet Sed;,���[ T.ap T�p� C________ �
1633.01 T�mpo..�y Ro=k Sil[ Ch��k T�prA.________.�
T�mpo.e�> Ro�k 511[ C6��k T�prA ..:t6 O
M.t6ue .vd Yal�.n�l.m3d� (PAM)____ _ _____ �
1633A2 T�mpo..n Ro�k S.lt Ch k T>erA_. '
W.tele._._ .____ _ ..__.._ ____�
W.tel� wieh Pel�a�.�4�1de (PAM) ................. O
1634.02 "9':mv=..n Ro�k S�d1m�n� D.m T�prB..___.. �
1635.01 Ro�k Ape I�let Sed��eoe T�,p T>pe A...__._.
M�
.('i
!_� _ I _
`,_`��r�N��� 3'=-�
�� � F � � �``r�
�,�<<� � �
� b�
� ';�'�, ;��,
�� �
�'\ \
.`
�1 r
0
.r!i U
�;i N
]�� I�� . .�� I�
•:�iri�:�: �:::. �
seso.;:�
s�:.:r
�rw;.� ;�� _
�,'9//�!�_�
�6..;�'I!'t�'��. -
� .�'����
MU w-� '
�i �}
�I-' � �
�F _.
CONSTRLICTION SE�l1ENCE - PHASE I
I. INSTALL PHASE ISTILLING BASIN
2. PLACE PHASE IIMPERVIOUS �IKES
3. MAWTAIN CHANNEL FLOW THROUGH EXISTING STREAM
9. CONSTRUCT UPSTREAM AND �OWN STREAM PORTIONS OF EAST BARREL,
WINGWALLS.AND CHANNEL IMPROVEMENTS
5. REMOVE PHASE IIMPERVIOUS DIKES
CHANNEL
IN
w.o : I�,00,
F
IIMWERVIOUS �
I�I E
SP CIAL STILL
IMPERVIOl1S DIKE
��_ F
���
CUWERT CONSTRUCTION SEQUENCE - PHASE I
LEONH
F.,'11LY
O
�.iICHAEL E &
JULIE L KEPLEY
EXISTING R/W
-- F --
T, ------- F
'Y HILL RO SR l231, �
l8' BST F�
T--�,-° _
N 88°31'SB,�„ E
EXISiING R/W
NEFEPFNCE NO. I SNEE! NO.
MV SXEFI NO.
PUNS PREPMED BT:
PdHSONS
BRII�K�CEWfOFF
�Ba�r
PRELIMINARY PLANS
xsrnucnorv
CLFARING AND GRUBBING
EROSION CONTROL FOR
CONSTRURION SHEET /
�
- a
iz NoP
7U.77'-===
-� � - 70 HWY 64
NC GRID
hA� 83/NSRS 200
CONSTRl1CTI0N SE�l1ENCE - PHASE II
PLACE PHASE IIIMPERVIOUS OIKES
2. �IVERT CHANNEL FLOW THROUGH EAST BARREL
3. CONSTRUCT UPSTREAM AND DOWN STREAM PORTIONS OF CENTER AND
WEST BARRELS,WINGWALLS,AND CHANNEL IMPROVEMENTS
4. REMOVE SPECIAL STILLING BASIN
5. REMOVE PHASE IIIMPERVIOUS DIKES
CHANNEL IMdROVEMENTS
�� doIES -G y �
I. Cl1LVERT CONSTRUCTION SHALL BE PERFORMEU
IN ONLY ORY OR ISOLATION SECTIONS OF CHANNEL.
2. IMPERVIOl15 DIKES ARE TO BE USEO TO ISOLATE
WORK FROM $TREAM FLOW AS NECESSARY.
3. ALL GRAOED AREAS SHALL BE STABILIZED
WITHIN 24 HOl1R5.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL
BE INCIDENTAL TO THE WORK. THIS INCLl1DE5
POLYETHYLENE SHEETING, �IVERSION PIPES, AN�
HOSES.
5. PUMPS AND HOSES SHALL BE SUFFICIEN7 70
DEWATER TNE WORK AREA.
6. THE CONTRACTOR SHALL NOT Pl1MP SEUIMENT-
LADEN WATER �IRECTLY INTO S7REAM. FOR
DE-WATERING OF Cl1lVERT SITES, THE
CONTRACTOR SHALL FILTER SEDIMENT-LADEN
WATER THROUGH SPECIAL SEDIMEN7 BASIN.
�
�
IMPERVIOUS DIKE
�� F
=__1y��
� C , , ,
IN
I I 1�1 I, , ..o.�:l�=,00,
SPEqAL STILLING BASINJ
CUWERT CONSTRUCTION SEQUENCE - PHASE II
�
s..�. i^ = so�
W' 0 d0' 60•

ROADS[DE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MIIINGNG
201Y STANDARD SPECIFICATIONS
II �: I'� (�) � l (�) \ � � (�) \ ' I � I'� (�> 1.
]685H dRQS(ON AAD SBIINIHNT CONlROL PIANS COMPLY
WRH iHe R£GlILfRONS SfiY FlAlB BY SHd
NCG-010]N f.&`lHIfAL CONSIAIICIION PHRNR EI�PCLTTVP AfIG!/S]';30L
f55U8D HY iHH NOF]N 'WROLLYA DBPMIHf&V! OP 8M'fAONA1HNI.L'N
NAIU/W, A&SOURGBS DIVISION OAWAT6R QfIAfIA'.
� �
7p �� � �w�_
� /50 � _ /B'BS7
�
= T�
f� (� (� �Y=
v/ � W �.J �.)
W W
I�il
� � � ;�;
� �
�
CHARLES D JR &
CONNIE L BOWERS
SeA"� D... nf:e c � �
1605.01 T��e=�.n Sil[ Fe�«______.___....... �„ fH—„�
1606.01 Sn==:.l S�d:m�oe Cooe:ol Fs��� _....... �
1622.01 "Tamno..n 8<.m..�d Slope D.e.n. T�'—
1630.0Y S:le B..�o T,p� B � �
1630.03 Temao.e.� SJe D�t�h_____...._.____.. ,e —
1630A5 T�mea�..s D�.�.e�oe........._...___._._......_. — .,.p —
1630.06 Saa:al Sell:oa B..��
1632.03 Ro=k I�lae Sad3me�e T..p T�ye C_______...
1633A1 Tempo.e.� Ro�k SJe C6eok T�o� A___.______�
T�mpo.e.> Rock S�lt CLe�k T�p=-A .i[6 O
M.te:ea end Fol�.��rl:,olda (PAM2......___-__ �
1633.0Y T�.�po.,.� Rook S.le Cha�k T�p� B_.........�
W.ffle _...___.____._..._._�
W.tel� ..�tA Pol�e�.�l.m.de <PAM).____........ O
163<.O2 'Tempa..n Ro�k S�d:�e�e D.m T.prB.__.._ �
1635.01 Rwk P.y� Iol�t Sed:mese T�.p T�prA.._....__._
�
�
�n �
U m
aw
_�
o�
�z
z
�
p
r'a i�
;�H;
�
� � �
�
Q Q '
m �
cXISiING RiW 8 /�j �
P
— =w— w-f-
—�—_ �
_ -
EXISiING q/W —
� �
��
� �
� �I�'I
U
� I �I
O � I I �
CONEY V � / I
LEONA�`RD � / �
issKO �
� / /
��- �
CAN I
CHARLES HEAFNER
LEVEL IIIA NAME
640
LEVEL IIIA CERT�fICATION NO.
�o
Ni �
� >y//I,y�
J� \ `t
�\I
�
\\
�I
�
E�
:�
g
co
A
<
\ � `
���� � . . �� �
N
LEONu�.
FAMILY .
O
MICHAEL E &
JULIE L KEPLEY
E%ISTING R/W
HILL RD SR
l8' BST
EX6TING R/W
2012 STPsNDARD DR.�WINGS
iboaoi xaa.oma 'ooeomoioc,a iWZO� RocYldet9dimev�TnnTm�A
1605.01 Temvo�en S�t Fmce 1632.02 Raek 1da &dimevr T.ep Type B
1606.01 9pa+e19Nimeo[ Cuoo-ol Fevice 1632.03 Rac4 Idx 9edimeor Tnp Type C
160].Ol G�..el Comeuction Fnirevre 1633.01 Temparazy Ibe4 Silt Chevk "rypa A
1622AI Temparvey Be�meend Siope Deaion
I630.01 Rieer B�dn 1634.01 Temporu� Roo6 Sedimeo�U.m Type A
isao.oz sa� s..m Trve s i6aa.m re��.�r n�e sm�.o� n.m r,� e
1630.03 Twopore.r 9i1� �irc6 1615.01 Roek Rpe We� Sedimm� Tno Tru• A
1b30.04 9tilliog Beuv 1635.02 Aa h Rpe Ide�9adimm�i.ep Type B
Ib30.05 Temporay Di.e�dou 1640.01 G'v Fibee &�e
1630.06 Speciel9ri�ivg B.un 1645.01 Tempoeen Strem Croumg
twi.m nr,ume �.uar:� .
NOTES: ANY DEVIATION FROM OPfIONS GIVEN WILL
REQUIRE PkIOR APPROVAL BY ENGINEE0..
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
IIFFFAENCE NO.
hW SHEEf NO.
PRELIMINARY PLANS
F CaNfiRVCIION
�'a
E
J
r0 HV✓Y 64
NC GRI�
�AD 83/NSRS 2007
s..�. �^ = so�
ao� o ao� cor

�������N
�°ICA��°l[°lE �]F
�1F lH[��lH[W���
N�ll$7[°�ll[ �A]E��IL�l�A
PRELIMINARY PLANS
PoR COY9TROCTION
SOIL STABILIZA TI011 t TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3el 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2a1, 14 DAYS ARE ALLOWED.
SLOPES 3:IOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

0 2.5 5 PROJ.REFERENCE NO. SHEEf NO.
k�T� 17BP.9.R.17 X-1
i t 7 1 2
v
r'�
�. 26 ~ �. �
--- -�- 14+
�
�
'F
i
I
-- � � 0 .08
���
rn
0. 20 i= 0.0 0
�; _- l3+ 0. 0
z _.—. N a MPI ET PL N
E I I P P O E T 7 P. .� 1 °�°° =�T,°°
- . ,2 7 0 R� IMI -rAR P A
"�,€
7 � 1 1 2

0 2.5 5 PROI.REFERENCE NO. SHEEf NO.
�� 17BP.9.R.17 X-2
1 1 1 7 4
I
� .� .
-- T T .16 2 .5
--i
-- � i --
I
-- -- - 1., -- 71792 �
��-
15 + 0. 0
,�.� , — — — \
— I — — — — — — L
717 27 � -
14 + 0. 0 po a� Lp P.� s
PRY IM NA YA VLA S
- e rox rnox
5 � 1 7 1 1

BENCH MAftK °I: RAILROAD SPIKE IN NORTH EAST R00T OF A 24"0 OAK TREE, STA. 11+qq,00-L- 35' LEFT. EL. 7t7.96
_�� Z'_'�� - '
ti � ' -
� � CuARDRAIL '
Q ° (ROA�WAY OETAIL AN�
i-� y � I PAY ITEM) (TYPJ `"' -.
LrYI.,
L _ . �109e_pp,,p�„
�
AQ � CI1L
� �
f �
�
+
lN
I �
�
.� \ z
0
CLA55 I RIP RAP
AND GEOTE%TILE
lROADWAY DETdIL BND
PAY ITEM) ITYP.I
-� �REEK
INDIAN GRA`1�
X �
A.13+SO.OD -L-
J —
–LS"0 R.C. PIPE
THROUGH
WING WALL _
W
LOCATION SKETCH
� -L-
'"""'"""""""""""""" """"_'". _...""'""....""'_' """'""_-'
"' "'_"""'"'"'_
705.0! EL.705.0� EL.705.0� EL.TOS.Ot
PROFILE ALONG � CULVERT
ASSEMBLEO BY : u.u. uwV[rlrVn i pATE i
CHECttED BY : .P. PATEL OPTE �
aFSaEtoaD�uEEaD.A. DAVENPORT
pATE :
X X
�
�
— —�
W \
ROADWAY DATA
GRA�E PT. EL !J STA. 13+50.00 -L-
BED EL.(J STA.13t50.00 -L-
ROADWAY SLOPES
HYDRAULIC DATA
DESIGN OISCHARGE
FRE�UENCY OF �ESIGN FLOOD
�ESIGN HIGH WATER ELEVATION
DRAINAGE AREA
BASE �ISCHARGE (0100)
BASE HIGH WATER ELEVATION
=71832
=709.90
=2:1
=6W C.F.S.
45 YR.
=713.00
=1.6 S0. MI.
=1020 C.F.S.
=714.39
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE =p000 L.F.S.
FREDUENCY OF O4ERTOPPING FLOOD =500+ YR.
OVERTOPPING HICH WATER ELEVATION. =7�7,30
TOTAL STRUCTURE OUANTITIES
STAGE I STAGE II iOTAL
CLASS A CONLRETE �
BARREL Q�•B6gCV/FT 6T4GE UZ•829CY/FT fSTAGE IU 36.9 C.Y. 120.2 C.Y. 157.1 C.Y.
SILLS �•T �,Y. ��7 C.Y. 3•4 C.Y.
WING ETG. 17.9 C.Y. 22A C.Y. 903 C.Y.
SUB TOTALS 56.5 C.Y. �49.7 �,Y. 200,6 C.Y,
REINFORCING STEEL
BARREL 5792 �85. 14550 LBS. 20342 LBS.
WINGS ETC. 1235 LBS. 1235 LBS. ZQ�O LBS.
SUB TOiAIS 7027 LeS, 15785 LBS. 22812 LBS.
FOONOATION CONOITIONING MAiERIAL 90 TONS 61 TONS l0P TONS
CULVERT EXCAVATION � LUMP SOM
PLAIN RIP RAP CLASS I 46.8 TONS i13 iONS 118.1 TONS
REMOVAL OF EXISTINC STFtICTUflE LtIMP SUM
EL 7�5.0i
9\119P.R.9.Il\Ii9P.9F.R:
NOTES
ASSUMED LIVE LOAD -------- HL-93 OR ALTERNATE LOADING.
DESIGN FILL------------- 3.93 FT.MA%
DESIGN FILL--------------- 2.60 FT. MIN.
FOR OTHER OESIGN DATA ANO NOTES SEE STANDAR� NOTE SHEET.
3"0 WEEP HOLES INOICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
CONCRETE IN CULVERTS i0 BE POURED IN THE FOLLOWING ORDER:
STAGE I:1.WING FOOTINGS,FLOOR SLAB INCLUDING 4"OF ALL VERTICAL WALLS.
2.THE REMASNING PDRTIONS OF THE WALLS,SILLS. WINGS FULL HEIGHT.
STAGE II:1.YlING FOOTINGS,FLOOR SLAB INCLUDINC 4"OF ALL VEftTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS,SIL�S.WINGS Fl1LL HEZGHT
FOLLOWED BY ROOF SLAB AN� HEADWALLS.
THE RESIOENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING
IT OUT TO MAKE CERTAIN THA7 IT WILL PROPERLY TAKE CARE OF THE FILL.
DIMENSIONS FOR NINC LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
EMBEDDEO IN BARREL ARE SHOWN ON WING SHEET.
AT THE CONTRACTOR'S OPTION.HE MAY SPLILE THE VERTICAL REINFORCING STEEL
IHE SPLICES SHALL 8E PAID FOR 6Y THE CONTRACTOR.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILI FACE
OF THE WING COVERINC TNE ENTIRE LENGTH OF THE EXPANSION JOINT.
FOR Cl1LVERT DIVERSION DETAILS AND PAY ITEM,SEE EROSION CONTROL PLANS.
FOR 5(1BMITTAL OF WDRKING DRAWINGS.SEE SPECIAL PROVISIONS.
FOR FALSEWORK AN� FORMWORK,SEE SPECIAL PROVISIONS.
FOR GROl1T FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY.SEE $PECIAL PROVISIONS.
AT THE CONTRACTOR'S OPTION HE MAY St1BMIT,TO THE ENGINEER FOR APPROVAL,
DESIGN AN� OETAIL �RAWINGS FOR A PRECAST REINFORCED CONCRETE BO% CULVERT
IN LIEU OF THE CAST-IN-PLACE CULVERT SHOWN ON TNE PLANS.THE OESIGN SHALL
PROVIDE THE SAME SSZE AN� NUMBER OF 6ARRELS AS USED ON THE CAST-IN-PLACE
OESIGN.FOR OPTIONAL PRECAST REINFORCE� CONCRETE BOX Cl1LVERT,SEE SPECIAL
PROVISIONS.
REMOVAL OF THE EXISTING ORIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS
�EBRIS FROM FALLING INTO THE WATER.THE CONTRACTOR SHALL SIIBMIT �EMOLITION
PLANS FOR REVIEW AND REMOVE THE BRI�GE IN ACCORDANCE WITH ARTICLE 402-2 OF
THE STANDARD $PECIFICATIONS.
THE EXISTING STRl1CTURE CONSISTS OF 1 SPAN (d 30'-6". WITH 19'-2"CLEAR ftOADWAY AND
TIMBER DECK ON STEEL I-BEAMS AN� DOUBLE CHANNELS �N MASS CONCRETE ABUTMENTS
WITH STEEL SEATS AND LOCATED dT THE PROPOSEO STRUCTI/RE SHALL BE REMOVED.
THE l5"H PIPE THROUGH THE YlING WALL OF THE Cl1LVERi SHALL BE LOCATED BY THE
ENGINEER.THE REINFORCING STEEL SHALL BE FIELD BENT AS NECESSARY TO CLEAR
THE PIPE.
aoORtiN Gdkpi`o,
,��� �4
° : a� ��: .
=o, see� ; �
�0,30 :�;
?e t F,�CMEF,O,de•'.�'�,.
�
��Ay OAVE�pJ
� , ,,,, ov
PROJECT N0. 17BP.9.R,17
DAVIDSON COUNTY
SrarioN: 13+50.00 -L-
SHEET � OF 6 REPLACES BRIOGE N0.79
SIGIE N NOFiN CRPOLMI
DEPARTMENT OF TRANSPORTATION
PLLEiEn
BARREL STANDARD
TRIPLE 11 FT. X 10 FT
CONCRETE BOX CULVERT
109° SKEW
AUGl15T 1990
PEVISIONS �I SHEET
oer[� xo. en onr[, �"�
ST�. N0. C8223A

L-
� K
WAY FILL SLOPE 2:l
RS �j �Oj
.a
L FACE
-- � H
� ao
TH
O F-i
:+ Z W
� iiN
CONST.JT.
AM FACE N;w EACH FACE STAGGEF
� ELEV.�04.9
¢ �¢
0 y�m
�Q a O CONST. JT. �
- v
"_____"______ '__'` '_-____
io�—�-� �
3"PJ WEEP HOLES n. 10'-0"! CTS.�'
iR WALL. INTERIOR WALL
:T SECTION NORMAL TO ROADWAY
OF Cl1LVERT =
4" 198-'4A100 BARS W 4"CT5.12 BAR RUM
�ARK1 BOTTOM OF ROOF SLAB
5�/ ° 144-"4A300 BARS (J 5�/"CTS.(2 BAR RLJN)
TOP OF ROOF $LAB
2S fJ i'/2"CTS.- CORNER BARS «
RIOR WALL � SEE BARREL SECTION 7~
�' I ____'_'__'_' L"'
1
'__ _ _'_'____'_"_'______
mO Q �
a o
° � a ��°,, @ minsrc
O � Q
Q 6 � V m FOm6
O N U¢am
p V O
W _owN
o �
a m _,
__ _ _°W'_________________
���_ ��ti ��� __�������������
� � �
FILL SLOPE 2:1
-4-=SG1 BARS la 3'Cl
3-°853 BpRS ��
�
�
�
I
I
I
�3-°8••5•• BARS
_ O_____'
1
__-__1_"1
I
N �
m m
"' w
v v�
n
�
FACE
W2
w \
U,
r�
N \
O `
P �
G `
�
R
o I�
STAGE I I 57'AGE II
END ELEVATION NORMAL TO SKEW
SKEW TRIANGLE
•5 El
EACH
�5�0
'•`}�•� �, , ' , • , �
�i�' Oi� • � �
�%iii�i�i4 i i � � � , //
a�0���•
Byp•�•pp��� � -
�J.��E�� +

�\
r HIGH FLOW 9ARREL
+ CONST. JTS'"-"
-,/v� LOW FLOW BARREL
� FLOW
N IGH FL01Y BARF
ii
PLAN SHOWING BARREL LAYOUT WITH SILLS
NOTES:
PLACE SILIS AT INI.ET AND OUTLET OF EXiERIOR BARRELS ONLY.
BACKFILL E%TERIOR BAftRELS NITH CLA55 I RIP RAP i0 A DEPTH OF 2'.
BACKFILL CENTER BARREL WITH CLASS I ftIP RAP TO A DEPTH OF 1'.
i
�ek °6D1
OOWEL
ITYP.I
ELEVATION
ORPMN Bx v D.d.OeVENPORT pAiE : �/���!��
CHECKE� BY : A�P�P>�F� pAiE : �9���
�ESIGN ENCINEER Of aECOFO� �.A.�<vENPORi DAiE � W/11/ 3
IS�SfP201] IYQ:
s:.oPCe�o�vsu
tla0ovenpo�t
z
HIGH FLOY!
SILL
A1 BARS
�
z�U
A2 BARS
4
35'-8"
2"HIGH BEAM BOLSTERS � CUWERT
( 9.8.1 .n 3'-0" CTS. � �( BARRELS
SYMM. A60UT
A300 BARS N u � THIS LINE 1
4"T�P� A100 BARS CONST. • I
2_CL JT. N "
�' 93/a"HIGH
i
C.H.CA. 2"CL z.�� I
BI BARS i
B3 0
B2 BARS � I
# AlL CONTINUOUS �' 'w-'
HIGH GHAIR UPPER � a �
f C.H.C.U. ) (� 3'-0" "' '^ I
CTS. Q � i
"LL I
a
3•B A2 BARS (SPLICED m� �
WITH B3 BARS � a I
� WEEP HOLES STAGE I ONLY1 1tl
`+It 3�/a"HIGH C.H.CA. �,, Q. i
N ci A200 BdRS AppO BARS�
A400 BARS d440 BARS
" CONST. JT.ISTAGE U
CI BARS (J 1'- 0"CTS. 6"
RIGHT ANGLE SECTION OF BARREL
THERE ARE 139 "C" BARS IN SECiION OF BARREL.
(L�OKING DOWNSTREAAI )
�
�—�K#:•6"D•, AT A
MAXIMIIM SPACING
OF 4' 0"
2 LAYERS OF 30 LB.
� ROOFING FELT T�
PREVENT BOND
��°601 �I
OOWEL
tTYP.I
SECTION THROUGH SILL
�DOWELS MAY BE PUSHED INiO GREEN CONCRETE
AFTER SLAB HAS BEEN FLOAT FINISHE�.
CULVERT SILL DETAILS
9\1iBPR9.IT1iBp.9.F.li.S�.CU.Cpn
V
T
ALL BAR �IMENSIONS ARE OUT TO OOT
BILL OF MATERIAL I BILL OF MATERIAL
ieie.r
F�CW
REINFORCING STEEL S192 LBS
STAGE II
BILL OF MATERIAL
BAR N0. SIZE iYPE LENGiH WEIGHT
'9 I STR
•9 I STR
4 STR �g'-9' ZS REINFORCING STEEI 14550 LBS
PROJECT N0. 17BP.9.R.17
DAVIDSON COUNTY
STATION: 13+50.00 -L-
SNEET 3 OF 6
s�a+e or'mnm cmanu
DEPARTMENT OF TRANSPDRTATION
.�Eic�
BARREL STANDARD
�NCARO�° TRIPLE
�°Q�""'•��'� 11 FT. X 10 FT.
' '��E�': = CONCRETE BOX CULVERT
'�� �°"° `�` 109° SKEW
n'--..Y9���&..:
HEVI5ION5 SHEET N0.
i� xo ev. ouc� xo en oeie, �-3
� 9-z � .....