20070470 Ver 1_Application_20080219

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Iv11c~EL F. EASLEY
GOVERNOR
February 6, 2008
U. S. Army Corps of Engineers
Regulatory Field Of ice
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. Dave Baker
NCDOT Coordinator
LYNDO TIPPETT
$E(1tETgRY
0~0~10~~Z
SUBJECT: Nationwide Permit 23 and 33 Applications for the proposed
Replacement of Bridge No. 7 on US 64 over the Broad River,
Federal Aid No. BRSTP-0064(61), State Project No. 8.1891301,
WBS Element No. 33600.1.1, Rutherford County.
TIP No. B-4258.
Dear Sir:
Please find enclosed a copy of the Pre-Construction Notification, permit drawings, and
1/2 size plans for the above referenced project. A Categorical Exclusion was completed
for the project on January 17, 2007 and distributed shortly thereafter. Additional copies
are available upon request. 'The North Carolina Department of Transportation (NCDOT)
proposes to replace Bridge No. 7 on a new alignment to the southwest with a new 39-foot
wide and 260-foot long triple span bridge. There will be <0.01 acre of permanent impacts
to surface waters from six drilled piers. Traffic will be maintained onsite utilizing the
existing bridge during construction of the new bridge.
IMPACTS TO WATERS OF THE UNITED STATES
General Description: The water resource impacted for project B-4258 is the Broad River
and is classified as "C Tr" by the North Carolina Division of Water Quality (NCDWQ).
The project is located in the Broad River Basin, Hydrological Cataloguing Unit
03050105. Neither High Quality Waters (HQW), Water Supplies (WS-I: undeveloped
watersheds or WS-II: predominately undeveloped watersheds), nor Outstanding Resource
Waters (ORW) occur within 1.0 mile of project study area. The Broad River is not
STATE OF NORTH CAROLINA
DEPARTN~NT OF 'I~~ANSPORTATION
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1545 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548

designated as a North Carolina Natural or Scenic River, or as a national Wild and Scenic
River. The Broad River is not listed as a 2006 303(d) impaired water nor are any listed
within one mile of the project area.
Permanent Impacts: The construction of the new bridge (Site 1) will result in <0.01 acre
(58 square feet) of permanent impacts to surface waters from six drilled piers.
Temporary Impacts: Temporary causeways will be utilized for the construction of the
new bridge resulting in 0.28 acre of temporary impacts to surface waters. If the
causeways are in place concurrently they will not block more than fifty percent of the
channel. A temporary work bridge will be installed on the north side of the proposed
bridge that will extend from one causeway to the other and will sit approximately two
feet or higher above the surface of the Broad River.
Utilities: There are no impacts to jurisdictional resources due to utilities for this project.
Bridge Demolition: The existing bridge will not be demolished but will be retained as
part of a pedestrian enhancement project.
FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T),
Proposed Endangered (PE), Proposed Threatened (PT), are protected under provisions of
Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of
January 16, 2008, the United States Fish and Wildlife Service (USFWS) lists five
federally protected species for Rutherford County (Table 1). Small-whorled pogonia was
resurveyed in May 2007 with no specimens found.
The bald eagle has been delisted from the Endangered Species Act as of August 8, 2007.
It is still protected under the Bald and Golden Eagle Protection Act. A survey for Bald
Eagles was conducted December 4, 2007 by NCDOT personnel. Bald Eagle habitat is
present to the east of the project at Lake Lure. Large trees near the lake were examined
for eagle nests with no eagles or eagle nests being observed. The Natural Heritage
Database was reviewed January 30, 2008 and no eagles were listed within one mile of the
project area.
Table 1. Federally Prntecterl CnPMPC of Rnth arfnra rn».~+a,
Common Name Scientific Name Federal
Status Habitat
Present Biological
Conclusion
Indiana bat M ~ salalu E No No Effect
Dwarf-flowered heartleaf Heeas is ra ~ a T No No Effect
Small whorled o onia Iso~ria n~ T Yes No Effect
White irisette S ~ ~ dtd~atarirm E No No Effect
Rock nome lichen lireare E No No Effect
2

MITIGATION
Avoidance and Minimization: NCDOT has minimized impacts to the fullest extent
possible.
• Implementing and strictly enforcing Design Standards in Sensitive Watersheds
(15A NCAC 4B.0124)
• A March 21, 2003 correspondence from the North Carolina Wildlife Resource
Commission (NCWRC) listed a trout moratorium for this project from January 1
to April 15. The Greensheet from the Categorical Exclusion (CE) document
incorrectly states that there is a trout moratorium from October 1 to April 15. The
correct moratorium dates (January 1 to April 15) will be included in a revised
greensheet that will be produced during the permitting process.
Compensator~itigation: Construction for this project will impose temporary impacts
and minimal permanent impacts to jurisdictional waters. There are no HQWs or ORWs
on the project, therefore, no mitigation is proposed for this project.
PROJECT SCHEDULE
The project is currently scheduled with review date of July 29, 2008 and to Let on
September 16, 2008.
REGULATORY APPROVALS
Section 404 Permit: It is anticipated that the temporary dewatering of the Broad River be
authorized under Section 404 Nationwide Permit 33 (Temporary Construction Access
and Dewatering). We are, therefore, requesting the issuance of a Nationwide Permit 33
authorizing the temporary dewatering of East Fork Big Crabtree Creek. All other aspects
of this project are being processed by the Federal Highway Administration as a
"Categorical Exclusion". The NCDOT requests that these activities be authorized by a
Nationwide Permit 23.
Section 401 Certification: We anticipate 401 General Certification numbers 3701 and
3688 will apply to this project. The NCDOT will adhere to all Water Quality
Certification general conditions; therefore, we are not requesting written concurrence. We
are providing two copies of this application to the North Carolina Department of
Environmental and Natural Resources, Division of Water Quality, for their records.
We anticipate that comments from the NCWRC will be requested prior to authorization
by the US Army Corps of Engineers (USAGE). By copy of this letter and attachment,
NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC forward their
comments to the USAGE and NCDOT within 30 days of receipt of this application.
3

Thank you for your assistance with this project. A copy of this permit application will be posted on the
NCDOT Website at http://207.4.62.65/PDEA/PennApps/. If you have any questions or need additional
information, please contact Jeff Hemphill at [phone].
Sincerely
~-
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
Cc
W/attachment
Mr. Brian Wrenn, NCDWQ (2 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J.J. Swain, P.E. (Div. 13)
Mr. Roger Bryan (Div. 13) DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Stacy Oberhausen, PDEA Project Planning Engineer
4

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 23 & 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J. Thorpe, Ph.D., Environmental Management Director
Mailing Address: NCDOT -Project Development and Environmental Analysis
1598 Mail Service Center
Raleieh, NC 27699-1598
Telephone Number:~919) 733-3141 Fax Number: [phone]
E-mail Address: jhemphill(a~dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bride No. 7 over the Broad River on US 64.
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4258
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rutherford Nearest Town: Chimney Rock Village
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Take I-40 west to NC 9 at
Exit 54 and turn left. Proceed south for approximately 13 miles to US 64 turn left Head east
for approximately 3.5 miles to the bride 7 over the Broad River. The bridge crossing is just
prior to Broad Rivers confluence with Lake Lure.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°26.15' °N 82°14.10' °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Broad River
8. River Basin: Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ The land uses surrounding and within the project study area
are commercial and undeveloped.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to build a new 39 feet wide and 260 feet long triple span bride on a new ali ent
to the southwest of existing Bridge No. 7 (158 feet long) over the Broad River. Six Piers in
the water from the proposed bride will result in 58 square feet of permanent impacts to
surface water. The existing bridge will be retained as part of a pedestrian enhancement
project. Traffic will be maintained onsite via the existing bridge. Construction equipment
will consist of heavy trucks, earth moving equipment cranes etc.
11. Explain the purpose of the proposed work: The existing bridges are structurally deficient
and according to federal Quidelines are considered functionally obsolete. The replacement of
these brides will result in safer traffic operations.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 8

1. Provide a written description of the proposed impacts: Permanent stream impacts from
bride piers will occur with this action. Please see cover letter for more details.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
No Wetlands

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
.impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Site 1 Broad River Temporary Perennial 160 ft 323 0.28

Total Stream Impact (by length and acreage) 323 0.28
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
No open water

Page 4 of 8

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.28 (Temporary causeways)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.28 (Temporary Impacts)
Total Stream Impact (linear feet): 323 (Temporary Impacts)
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Implementing, Design
Standards in Sensitive Watersheds and a trout moratorium will be enforced from January 1 to
April 15.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in-the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is pro osed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 6 of 8

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone ~~^.,.,_o r e.~ Multiplier ,,~:~:~-,.
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 1 SA NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Page 7 of 8

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Impervious surface will not significantly increase as a result of this project.
XII. Sewage Disposal (required by DWQ)
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

-(c~~U
Applic~nt/~ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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r / ~•~~~ lj~ ' !8 9 x, '/• ~ ti ' r ' I J' ~' l ~ ~~-~ ~~ / f / ~ 1 1~ ~ r )r- i~-~-~~-
`~i L- --.''_,\ ~ ~ / / y~' ! `/ii/~ ITj it Q I { { ( /~ r/ ~ ~- >~'~' ~ ~/ / ~ 9 r ...~_ ~ r
.- ~.
` i. -% ~~`` V t ( ~tfl ! (~Jj~: ~;'-~ j \: `''~--- _` I. f t-fj ! 1"r s`f„ `' ` '~,
ry ~ ~+ i / -/' 1 r,2~s'~ r.-- / _./~ J;' /6~ r _. ~{r~. / ~'~.: I \~ '"H\, `~,~ ~ h ~ ~q ,i11.
C- '•, ,J, J`^ ! +~ , 3 (.r Y ~..~ / r i _~~..I y ,` r - ~ I r... --.9 Ij ~ -- - - 1 ~ 1 '\ 1V~~'~'
\ i) "--~.i`r~l. ~ --~ j ~, j / ,i\! ' i{ f ~'~\~ . ~~ r ~ . '~' V _ 1 t /-\ `4 I\+I echlp"}_ ,-~ _, ~;'
_ / i r --. 1 r - ~/ ~ r.~ ~r i I I l i~/~ r+ ~ ~ jr r `~ ~~ -( i 1
~ f_ `:i
Name: LAKE LURE Location: 035° 25' 46.9" N 082° 13' 54.6" W
Date: 10/25/2007 Caption: Project: 33600.1.1 (B-4258) permit Drawing p
Scale: 1 inch equals 2000 feet Rutherford County $tl@9t / 01
Copvriaht (Cl 1997. Maptech. Inc

c"iiWNER'S NAME ADDRESs
O Robert S. and Martha Childs P.O. Box l90
Lake Lure, NC
O Michael and Donna M. Stead 5l8 Acadian Woy
Myrtle Beach, SC 29588

l0 N.W. Sonny Beochum, lnc. P.O. Box lOS
Ashville, NC 28007

DIVISION OF HIGHWAYS
RUTHERFORD COUNTY
PROPERTY OW11~ER
11tAME A111D ADDRESS
0
0
N
O
PROJECT.• 33600.1.1 (B-4258)
REPLACEMENT OF BRIDGE NO. 7
OVER BROAD RIVER
ON US 64
10252007
Permit Drawing

PROPOSED PO1nrr nrr~v
N.W.S. ELEV=98
~rI
w
:,
0
a;
uI
,~
~~
O.
~~
FLOW
Rc
C L H J J I I I\ I I I\ H I /
QUANTITIES OF ESTIMATES; CAUSEWAY I
~~ VOLUME OF CLASS II RIP RAP= 950 yds 3
~ AREA OF CLASS II RIP RAP= 0.15 acres
~~~ Estimate 1350 Tons Class II Rip Rap
.n
6
~~~~~~~~
~~®~ ~®
~~~~~~
~~~~~~
11tCDOT
I)IR~ISI®N ®F ~IIGI-IIW.~YS
I$ll'1'I~ERF®IgI~ C®IJN'I°Y
I~IB®JECT:331i®0.1.1 (]~-~258D
I~E]~I.,~CEI~IEN'I' ®F EIBI®CE N®.7
®'VEIB ~I8®AI~ I3I'~EIB ®N 1JS ~~
fl0 % 25 % 2®®7

n
w
0
~~
J
1 `1
~~
PROP(~c~n Rpinr~ n~r-I.
N.W.S. ELEV=98
FLOW
IR c
1CLn JJ II I\II 1\HI /
QUANTITIES OF ESTIMATES: CAUSEWAY 2
VOLUME OF CLASS II RIP RAP= 725 yds 3
AREA OF CLASS II RIP RAP= 0.15 acres
Estimate 1030 Tons Class II Rip Rap
~~~~~~~~
~~®~ ~®
~~~~~~
~~~~~~
11tCDOT

DIVISI®N ®]F HIGHW.~YS
RUTHIER~®I3® C®UNTY
I~Il®JECT:33600.1.1 (1~-~258D
I81EII~1LACIEA~IEN'I' ®~ ~I$II9G1E N®.7
®V]EI3 ~I8®.~I) ItI~~I3 ®N US ~~
10 % 25 % 2007

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1 18+30 -L- Causewa 1 ** 0.14 148
1 19+70 -L- Causewa 2 ** 0.14 175

TOTALS: 0.28 323
n
v
~.
~-ra
i~
* IF CAUSEWAYS 1 AND 2 ARE IN PLACE AT SAME TIME THEY CANNOT BLOCK MORE THAN 50% OF THE CHANNEL.
** TOTAL LINEAR CHANNEL IMPACTS ALONG CENTERLINE OF BROAD RIVER FOR CAUSEWAYS 1 AND 2 IS
APPROXIMATELY 250 LINEAR FEET.
*** TOTAL IMPACTS FROM PROPOSED PIERS IS 58 SQ. FT.
I Revised 3/31/°5

00
N
U
O
'~c
~q~ ~~0
~ ~
O
~~
STREAM
zAWINGS
C
n
SEE SHEET 1-A FOR INDEx OF SHEETS
SEE SHEET !-B FOR CONVENTIONAL PLAN SHEET SYMBOLS
PROJECT~ITE
~/~ . ~,
"
- ~

-- ,
. ;
~ ,
~
~~

I ,
I

~_ ,
-

~ ,
~
, _
,.
-

~~ ,
~
r- .- ---~
t eqo ~ %
~~~~CHIMNEY `' ~ ~~1
ROCK ~~ ~~'
~---- - J
i
~ rave uulrs US 64
I----------
\ r r-~ I AI
~ ~ '\
~ ~
-, ~,
~~ SR IlB7
i ~ ~ ~ ~I
+ 1
~m ~ ~, ,i' SR 1188
i I
i Z rJ
SR 1186
VICINlIY NAP
LAKf
LURE
~~~~~~°a ~~ ~~114~llll ~~~®~~A~
R UTHERFORD COUNTY

LOCATION BRIDGE N0.7 OVER THE BROAD RIVER ON US-64/14A NC-9
TYPE OF WORK: GRADING, DRAINAGE, PA VING, AND STRUCTURE
NCDOT CONTACT: B.D. TAYLOR, P.E.
PROJECT ENGINEER
ROADWAY DESIGN UNIT
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF LAKE LURE
PREL]MINARY PLANS
DD NUT' USE FOR EDNSTRUCfIDN J

O
C
N
TRAFFIC DIAGRAM TRAFFIC DIAGRAM PROTECT REFERENCE N0. SHEET NO.
DETAIL I DETAIL 6 SITE 1 2D07 our - e-425a a
SPECIAL CUT DITCH RIP RAP P40 Ai EMBANKMENT
" '° $°0'°' I Not t0 Sc01el ® DENOTES TEMPORARY SURFACE WATER p~ ~r-n- ~5 cAUr ROAD +~ u5 6+n4a +300 ^ RW SHEET NO.
Fro°r~~''i' °, I o~w°i -Fllfer 6300 6JW 0.0ADwAY DESIGN HYORAUUCS
\c- 1_ _ Fabric IMPACTS ~ = 9%
~Cro~°a GR 55% Y~ C~ ~1W ENGINEER @IGINEER
o~iope rre~ D ~ Oilcn - -Exlsiing
Y crpne IDS ', Bo~lapr5 rrsr = zz aco crop ao~ Kiroley-HDm
Min. D : I F.. Wu ' T% DHV - 9z and Associates, Inc.
LS' - GR = 55%
rrsr = zz
7 ULO OW WaL = 3% C100 P.O. BOX 3]068 PRELIMIN RY PLANS
~-STA 22+21 i0 23+00 RTI SU Q IQQ 1)Q7 ~1~ Y~ 43~ p0 NeT USE FO CONSTgVCf1eN
-YI- SFA 11+7R TO 13+00 IRIJ 6300 J L 6300 GIGO RALEIGH, N.C. 27636J06R
Type of Llner= Class 'I' Rlp-flop
y._ -Y2- CHIMNEY CUFFS DRNE
DETAIL 2 -L-AA n+la 1L1I us s+ilaa
TOE PROTECTION xc-9 c'YA77AOT ""•~'
I raor ro sco,cl DETAIL T ..,,, c'1)30 a0T a,
DRCH aLOLK `~qi; -`I'.
~p^e 'g. -PITT i, a-~ / IQi ._~ ~ ~
x°rurol s~ ~//~ slope Class 'B'-
tr°una~~~~-'@~ AiD ROP 2v/ ~ - ~ ~
~Fl~rer '•. G'T I ~ I6 ~p1
tl = IFt F Drlt "~
.-s F Rer~ O JIM H. COOK 6 _
Fabric 7r,1 ~ PATSY G. COOK
TYDe Df ^ner -Class 'B' Rip RaP S = Di rcn 9ap? ~oPC ete~Dit ch .~ - A.~ N. W. SONNY JBEACHUM, INC.
-L- 3TA 17+00 TO 17+76 ~LTI 1- STA 26+00 (0.n ' YC9Q ,
-tt- STA 11+d7 ~LT1 ~ - - - z~
'I DETAIL 3 ~ !5 C~Bd
1AIL BASE DITCH v ~ ~ -
Ixor to Scolel D}DD r fRAULEIN SWAAINLEN BEJD _
~. TOWN OF LAKE LURE
xamr°I xomr°I ~ ~,. u022Ty IB'RCPDUTLE7 PROTECTION
Grouno p •` Ground ~ M ESTS3 TONSP RAP -
~ Op -~ EST 10 SY FF .,.
'B' ~- + TAiL BASE DITCH
Min.O = I Ft. E 57 - ~ EST 30 CY DOE. ,,
TYDe of Liner = PSRM 0 = 2 Ft. N ISEE OETAII 3J ~ E
,p1N INSTALL RIP RAP
1-STA 21+70 TO 22 r111L1) - PAD AT TOP OF EXISTING - __ ~,3A~
N LE SPECIAL CUT DITCH 66 SN
AME T a} 6EE DETAIL H - ~ S '
DETAIL q ~ ~ 'E ~ p P 5~ F ~10N ESTS7EONS BRAPMENT- 3 8E M
SPECIAL CUT DITCH REMOVE AND REPLACE FT ~ O - ~ - EST 10 SY FF ~ - _.
INar ro 5caie~ EXIST Di W( TRDI n¢~- 6EE DETAIL 61
~ 17
f9 '- SPECIAL CUT DITCH V;n _ '~ MAINTAIN EXISTING o - ~.
Fronr- o., x°rur°I - 6EE OETA{L II C BDDLOEA/RIP RAP EMBANKMENT ~~~ -
plrcn X JAMES ROBERT PROCTOR d -~ _ O PATRICK T. CAflR ~ ~ -
Slaoe 2• cr°wa ROBERTA HELEN PflOCTDR - J9 BARBARA CARR 'F/ ~ - HIC7(ORY NUT
d ~Fllrer O _ ~ c F ,. ~ ALAN POWERS MODRE -E / ~ O DEVELOPMENT .CORP.
F°Dric .~ _ ~ .~ ~ i~ld
Tvpe of Liner = ~ ~ `
Class B'Rip A0P d = IFT - - ~ F ;_ - IS C / C
._:. ~ /I~
-tt- AA 11+67 TO 12+25 ~Ln _ ~ 4 \ ~~ STONE TRANSITION
7 _-.- ~ POE ,. / CLASS 'B' RIP RAP
-: ,'- EST 2 LONS:-
WDETAoITCH ~ BARBARA W.COBB CI~ ~m 4 C p Z6aX C / DRAINE DITCH TO
tNOr to Scolel ~~' I` _ _ ~ la IS'RCP
d1 e~ ;. CHIMNEY ROCK CD. _. .- _--: _----- --. _. ~.r. j~PG - DIEEHDETAILK 71
vT .~ -_
ESi 3 TONS
-Concrete - ~ - TEMPORARY WORK F / 13 TRDI 12
Rpwr Paved Oitcn i0E PROTECTION BRIDGE / '~/ E JQ'
5 ~ 1F CLASS 'B' RIP RAP
~. REMOVE dND ~ O ~ ~ EST IS TONS STOP OF D ~c?~A~ ~ DOYLE EDWARD SISK b
Min.D = IFt ~' REPLACE Ex15T DlMOUNTAIN ~.; \ EST 50 Sr FF (8 KAUSEwAY 2 YS ~ CONCRETE PAVED Jj BRENDA H. JOLLEY SISK
d = D.5 Ft Wr TRDI - faflOLINA, LLC J -ISEE DETAIL 2T `J TB 6QZ WALL 'V'DITCF y~pIT IL LMEFRAANK$
F ~ F ~ 5 6EE DETA4 El ZE NKS
-lr SFA 21+07 TO 26+00 (Rtf O ' /~ / , ~ Il
-Y2-STA 10+20.67 TO 11+60 (Llf ~ KENNETH RAY NALON ~~~ ~ / F ~F~ '' Q 'Noy `Q
'_ ~ ~ .
~, >. . / P/
' ~ F - ~-~~„ Q / ~ ,P h CONCRETE PAVED ' - -
WALL 'V' DITCH
2 / 6EE DETAIL 9 Jp
+. rRf tar , (/
~` ~ COryOH)N ~ RF7 ~~~ ~ I MLYNN LMWGcDANIELL ,
F ~ _ ~~ 0p`
. _.. ~.,, / ,. 3 ~i~ ~\\~___ TOP DF TOE OF ~O~ ~ Mi ~ -
/E f CAUSEw EY I CAUSEWAY 2 0b 10 TIC OO,y 4HQF( -
.. ~ ? / Q. TOE OF E F~C1 H/ St
' CAUSEWAY I XS• I 'StF4
1 X5 / / Z 9 O RC,D /I F4Q
4 zcl-B
I ~ F ~ ~ ~ ~ ROBERT~S. CHILDS ~ 7 ~ 11
O / MARTHA CHILDS O O _
BELLSOUTH TELEPHONE CO. ~ // ~ ~/ -
j REMOVE ANOREPLACE ~-.- MICHAEL STEAD C
W/ 7BJB AND MHCOVER ,iDDMIA M. STEAD
WILLIAM E. LEWIS ~ ~ 3 DITCH BLOCK 6EE DETAIL T)
EDWARD P.LEWIS ~ EST 3 TONS
EST. 6 SY FF
~ SPECIAL CUipITCH 6EE DE
~~ ~A~ b 1 GLASS 'B' RW RAP BEGIN APPROACH SLAB END APPROACH SLAB
Esr zc TONS -L- STA 0+30.50 -C- STA 20+7350
~ ~ ~ ~ ~ Esr se sY FF
1~ a 1 BEGIN BRIDGE END BRIDGE
5 ~ -C- STA R+5450 -C- STA 20+4950
N
4F6 R III
9pv~"ryF FlaiH. ," 1YpE
~ 9ry``~r TERRANCE J. GLADDEN ~
4~ry .- FRANCES E. GLADDEN N TYPE !u ~ 'L-
°i
O r ~
o N A 4 vA~
~•-ANDREW HSUEH GENEVA C. CHAPMAN a ~~\aG
K
- o TYPE ll! TYPE III ATT1CHED / ?P'
TO WING WAIL ~tI/
KERMIT LYNN SMITH '~
VICKI A, SMITH N ~
SKETCH SHOWING BRIDGE /PAVEMENT REBternUt~Drawing

DETAIL I DETAIL 6
SPECIAL CDi DITCH PIP RAP PAO AI EMBANKMENT
txai ro Scaior I Not t0 SCDIeI

~ Fllrer
Frorr-F~'
'ro I ~,ai
~iooe 'o.re~-N~rou>`a- -
Oif cD ~'--
Craac 10' FeDrif --

Exl:,l ln~~ -
fimUllr:r r.
Min. p - I Ft.
CS'
1- STA 33+71 i0 73+00 (LTI
-n- STA n+lR ro I3+oa IRi!
type of Liner- floss 'I_Rip_RUp
DETAIL 2 {- 576 n+TO (LTI
roE PROrECno" DETAIL 7
I Nar Scolel ..1~~
DIrcH BLOCK %~~n(i',~~
y~" 2.) -Fin
S ~r~~i r~ .~i~~ ,~ 4~x.-
'
'
Notural
OS $IODe
Gravna- -~ L1a55
- '
B
AiD Rap `''/ 1

-fitter ,
'
F o~r1c
Q = IFr ~
`" Fllr Bra 9,Y
-~ .
'
l
faDrlc i
Type of Liner =Class 'B' Rip Rap `
'
;
'
PC p
~
S 0
T:n
lope f _i
pi i~
i~.
t~
1- SEA 17+00 TO 17+75 (LTI -L- STA 15+00 (Kil
SITE 1
DENOTES TEMPORARY SURFACE WATER
~~ IMPACTS
50 0 EOO
TRAFFIC DIAGRAM
8X77 Ant
zo3o Aar<ar
-Yl- BP/5 CHIP ROAD
CFN 9% C!~
91R = 55:: Crro
rrsr = zz
WAL = 3Z
4309 (~ C/(b 43L17
6307 CIP9J L1r00 6307
-L-
U$ fi4/74A
WC-9

TRAFFIC DIAGRAM
-L
US 64/746 ^
^
63D3 6309 ~
Cl01 ~Lt7
ao9 acn Iumley-Horn
r>rf, • sz and Associates, Inc.
DIR = 65%
TT6T 2X
WAC = 3% CIW P.O. BO% 33068
CI(p
-Y2- CI1lMNEY CUfFS ORNE RALEIGH, N.C.47636-3068
2fA97 ADT
cro3o aDr ar..w.r vv.
.__._.
PROTECT REFERENCE N0. SHEET N0.
B-4258 4
RAV SHEET N0.
ROADWAY DESIGN HYORAWCS
ENGINEER ENGINEER
PRRLIMIN~RY PLANS
DO NOT USE FO CONSTRUCfiON
~ ~~ ~
~ /
16 `~~ ; '
~~
/ ~
JIM H. COOK b
PATSY G. CODK / ~ iQ
! ` - ~~,~~ J N. W, SONNY eEACHUM, INC.
G
-Y3- STA 11+67 (l1) ~ 3 I S 1I 11 \ ~ /~ / C B J
DETAIL 3 ;- -.-~,. , 15 i 1 ', rss '~ /" /~ ~c,~a %; -
TAIL BASE DITCH ~~ - ~ vl~. I I ~ 9p! , A
, D r JO .~ /
~NOr to Scalel ~ ID~Q ~. biV.. 1 FRAULEIN SWAAINLEN BE- .~ ~WN I'O~F LAKE~~E CLASS B~R~P RAG ~~ -~~~ -~~~/
nar,roi natural 1 I ~ / 0 22731 OTECTION
crauno p ~` crowd ~ Vi I. i ~ EST 3 TDNS / / /~
~ -~ ~ ~ r ~ 1 ~. ~, ~ - .EST 10 SY FF ' i - ~, -
~~
I x /
l,l I
-e'I ' ~~ ~ .. I L. - , - ~ EST BASE DYYCH / / ; ~ ~ ,- ..uo0
~ /
Min. D = l Ft. `,~ V ~ ~ , ~ E 5T , ~ ~ o~~ ,
.- - ~. DE TAII,b7 ~ -
. ,- ~ ALE ACS' )f e .,
TYDe of Llner = PSRM B ~ ~ -
2 Ft. (' INST AIP R r ~ `o ~ ~ Q7
-~- SG 31+7a To n+31 0.n I ~ ~ ~ i I j ~ tA1M. H ~~~aQD Ar Tow o ~>xisnnc ~ i ~ ~3~ 3 ~
m` I ~ I ~I ~=' N LEGIO ~ D9€0 EMBANKMENT, SPECIAL OFTCH~ 66 F,Sp
o `, , 6 ` ~ AMEp15 rA}1 C 'A54,'hAIP R P ~, / \ R
DETAIL 4 ~ , I _ . ~ , E' ~bo Po T r~t~ ens ~ , ~ / 1s~ET eETAT~h 5
SPECIAL CUT DITCH REMD 4ND REPUAI: ~ _. ~ ~ - EST ro~4 FP / / / ~ ~ ~ _
I Not ro 6cole~ E IS ~ TBQIr y, ~ - ~ V 6EE C~TAII'61 / ~~ •~ E l7 - _ r
f9 ~ s~Elnm cud ~Irc~ • ~ ~ _ , ~, ~ Mq'INrAIN ExisTING / ~ ,~- , ~
.` 15 D DEPA t '
Franr 9., Noturm -'I I ^~ / ~ / I C 5 h EpULDER/RIP RAP EMBAN](MENT o ~ i
olmn n crouna JAMES ROBERT PROCTOR A I I f o ' ~ATRICK T. CARR ; 1 o°j ~ yA' / F/, ~ '11~C%DAY NE1P =
SioRe G ti` ROBERTA HELEN PROCTOR ~ - h o! 18 BAflBAR4,CAAR / ~ r DE~'QkPMENT lCbfiP
O 'r0~-~ ~ ~ [ t O 'l - ~ ALAN POWERS" MOORE ~ ~ ~ / ~ E ~ ~~
~FUter O, f I ul~ ~ l ~ -- E. ~ V ~ ~///~~ .I/ --~ A~ i
Faoric + I I r.' , I .. ~ 4 \' - ', i r i. 2 ;~ // ~ ~ ---c J
r=1
De of Liner = ~ ~ , It x t :'lOCk7r~~ f i / C ~ C ~~ I /// ~ -_ 4'
I
[ass 'B' Rio Rap a . IFt - ~ , / / /~n ._ -~ ~ en ~ .~~/ __ ~ . /~/ /r ,i ~ ~ _ __ 4~,.
/ _ 4 r' ~, /' s La ~ ~ _ s p
-Y3-STA n+A7 ro 13+1s M1T) / i / / \ ~ I ~ ~ .~4 ,. ~' ~ e AAS~TJDN
' ! ' s POp ~w / _ ~ ~ i sS~J~' R
DETAIL 5 ~ /, ~ / - ,I , ~ ~ ww ~ AP
°7- ~ `7 ! I ~ E I i I /4 ~~ G4D!ovci~ o ~~~"crro
WALL 'V' DITCH ~ 6ARRARA 19rC0@Q , ! / C~~ ' ~ T ~ I ~r, 5 0` - I ~ ., RAU~SD /
~ Noi ro scale) o ~.` ~ ~ ! - ~ C 18 2 i / ~ c~ - ^ ~ ~' 'i5' H,~. .
a1 2~~0 ~ f .-_ ~ ~, ~ , ~, __~1 ~ - ~~ i,=: ~ yyz,~~ ~a~P 1~ ~ ~ pyD~ ~~ ~ Dri'Cil'16~oG~ ,,
sr
5'
D , ~~,-!-- --.~i CHIMNEY ROCK C0. J ~NiJ / ~y5 - ~_~ ~ ~ I~TDPrR 7~~
1 --- -_-._. _...--- ~ ,
1 V ( ZQ ~~ ~
W; Povea Ditch '- Y ~ ~ O W - I .... -. /' ~ TEAIPDRARY WORK ./ ~ f / + iBDJ FS ~-pg01 / --- - ~ Loo ESi .~~~ _-
Concrete ~~~ do r ~ TDE PROTECT .o° ~ ~ ~ ~ ~~. 0 Iq '~
Rowr ~ 0 ~ .BRIDGE /'~ / ; i -
i , ~~_y
,'REMOVE AND ~ - ~ ~ ~ ~F -.ECSLAS(5 iDN$- -r P TOP OF _ D /. ~ /R6P'~~?1'~ ..~ ;.901 ~~ ~-~_.--__- ~DDRL~ F/~q ~SISK 6 _.
MIn.D = Ift %PEPLACE "EX157 01 ,LOUNTAIN Q,////'"' ~ ~ ESL50 SrfF~ 7 / ~ l 0 ILAUSEWAY Z ~ r~ i~ ~ Y~'~OD ~ ETE PAVED- -_~-'9RENDly H. O{1LLEY $ISK ~'~0
d = 0.5 Ft ~ % W/. TRDI .'.. C~ROLINA, LLC ~ `ISEE DETAIC 2Y ;39 ~J T , /d _-~. =
' ~ i /
~~,~ b7 01'EiaLL v DiT
_ r ~ pl 1$E~~L~ _ YIRGIL LEE bR~
-STA 31+07 TO 35+00 INI ~~~ 3 Os ~% ... ~ ~ ,~ i ~ r ~ ,/ ~ ~/ Yfl ~ ~ udC ~ ~..~_~ ~ MIT 1F~M FRANK~$. ~'~ ^-~ '-~
Y3- STA 10+30.67 TO 11+60 M1n ~ ~ ~ ~ F y ~ ~' / 2! ' J6 y9(1 /,~
~0 ~' ,
' KENNE H RAY NALON ~ ~ ~ ~ ~ F ' ~ ~ " _ V j 0~! , '~ 0 v 5 % ~ - _ _ ~ -
a ~\6" / - \-. ~ '~~/ ~ x0o`~ V1 ~•~0 i r.~ ~i / ~ ~ CONCA T~ PAVEJI' , 'e` .! -.., Ob01 "- ~ ~~
/- I r i ! ~ P ~/ 1 / WAL ~V D11CJY l~ ~~ '.
~ ~
3 , S
r; ~: ~ rFf7ai %'f r / /~/ /~//~~SEE~"oErmS I •~ 12 SD,~='~L ~ ; -_~~-'~~~
N ~ ~
~ hI01T ~ ~ CONpr RfT ~~. /.. .,~ ~/r/~ / /, a, v'~' / 807 ~ ~ ~L~YNNLMwMC1OkdIELL! ~-~ Y
--- -~_ - ~~ ~~~ F/ . 3 ~~ ~ ~~ TOP OF TOE 9F - , ~0~ ~ ,'~,/ / / ~~ ' / / / ~~ •V -
_- - ~ I~' = i ~--- F CAUSEwAr l CAUSEwAr 2 ~ , ~ to• ~'cy / / Op ~
~ ~ E~- C h4~ / ~
1 / 0 ~`~ TDE oR -E ~of ~ ' ~ ~~ ~ rf!,Nr ~~ /~ / 7 /~ ~
~ ~~ Q / r~ % ~; causEwaY l / 's~~ / / I / SrFah ` ~_
~ . l /I / ~ I
, _ o
i' I I~~ ~ P ~ ~o ~ J,~ 0 ~ ~ ~ ROBERT S. CHILDS _ v / ~ \. / 7 / / ~/ ~ / ~ ~ /II ~ o r
1 •• r / MARTHA CHILDS ~. / r -~' NO' r
a aE}LSuµ,H~PHONE CO. .';~~ ~ ~ ~ ._ ~ ~ t ~~~ ~`rl -I i ~L 7 / ~' / / / / BYO' In / ~/
S !-. I , ~ / ! ~~ ~~ WEMjE90aA~DRMHL COVER ~-. / ; OQNNAEM S~EidVrVO ~ / / Der / / ~ /~, /~ / / ~ ~/ /~: ~ i
/ ~C DI,FCH DLOCr/ISEE
~ 1 r ~ WILLIAM„~ LEWIS '/~' ~ 19 I / / 5 / S ETAIG 71 '
o i~ ~c _ EDWgRp' P: LEWIS % ~~ _-_~ ,- ~ ~ / / / / ~ EST 3/SYNfF /,' ~ ~
n -' `~ h - SP6CIAI/ CUi)DITEFI 6rc DE
9 d~ ;~ o v9 ~ / " I ~~ .'b 1 ' . ~ c'ASS e'RP RAP ! BEGIN APPROACH SLAB END APPROACH SLAB
P ~ '~' ~~,~~ 0 ' o ago ~ ~ v I I i F~T to ro~s
~ ~ A i % ~~~ - ' '~~~.,j'/oM ,~,`, . I ~ ,EST ~B sY RF; -L- 576 J7+3050 -L- STA 20+73.50
'E 1g _ -.nly ' ! ~, ria~,-.' '`~ ~ +. w v tr r% BE6JN BRIDGE END BRIDGE
m 7 y / ., ~ ~ ~ ~ ' - ~~-~ ~~! ° ~ ~ Q -L- S A I +54. O -L- STA 20+4950
/ ~
i ~ J _ ~ ~ ~ h / ,I ~, I I
J ~ qP~ ~ / / ~'. / ~j01 / ~ Onn~\ _ Ln~fl :i ~li ~ (~ TYP
a fl"y / ~ R ~ / / / / / c, A 4/N tia i i
f~, ` /~~~~ A T~ ~~~ ~[~RkANC~, ~ E dppeN.~-~ v - / I 1 , r ~ ~ ~, / ~ o
/ , _ ~ fi~y =m. / /'FJiIMCQS~E.'t~ADOEN'. ~-~ ~\ ` '`._.a 7 I .~ o / Ev TYPE lu `0 -L-
~.
/ /
~NOflEW HSUEH- - GENEVA C. CHAPMAN lEl( -'a7r_~ ~ V Imo, ": ~~V a1 ~ N ~~~G
~ -0'
~ // ~,l y ~ ~ \ 11 ~ ,' I Ga 4 TYPE UI S TYPE In ATTACHED r ~~4
' %ERMIi LYNNpSMITH 5-v~ ~ q0' / ~ TO WING WAIL {~,/
J ~ VICKIA~ SMITH - 1J~ ~ •- v ~ 4 7 / N r 7
\~V ~~~ ,1 ~ /,/ ;
~ ~ ~~ ~ a / v ~- o /
l ~~ li ` ~ ~ / SKETCH SNOWING BRIDGE /PAVEMENT RE
LPiSIPDrawing
~~.__. _,

1,055
1,,050
1,045
_1,040
1,035
n,
0
0
N
N
0
f3M'.J
ROARING ANU 015TANCf TO
-( ~T7, IG+INJ~CO !S
S 3713' 30.5' f AND 226b1'
RR SPrKf rN 36 INCH OAR
BEGIN GRADE
-L- srA l2+ao.-oo ErFv roi7ii~
rrE PROPOSED PAVf.MCNr rn rxlsrrror,
~Ir I;IN rrrru>rrr
-i- srn v+s~an~
IIM'7
f ~ SfA IL, RfL'~ C"~.'dYlI1
f Il V I(xJ 3'~"
!fH SPIN! IN J;' INI II IIM
I ',! A 1')102.00 -L
rn~9'r,~~a in5~,ra-9','
!,rPfrE5rkES5EU GIfrDERS
iv I,CV ,rnnlc~
__ ^~^
-- KimleyHam
and Associates, Inc.
' P.O. BO% 33068
__ _..
~~ RAIEIGH, N.C. Dd36JD68
PRO1ECf REFERENCE NO. SHEET N0.
8-4258 5
RN/ SHEET N0.
ROADWAY GESIGN MYDRAWCS
ENGINEE0. ENGINEER

PRELIMIN RY PLANS
RO NOT USE FO CONSf RUCffON
nE.=_. OI .,~ vl

•
a
D
y
~I
D
N
0
0
4
0
D
N
0
0
O
0
N
MM SEE SHEET I A TOR INDEX Of SHEC7S non n.n Md,R ~etiwn,~ :Neer ~~~
SEE SHEET IB TOR CONVENTIONAL PLAN SHtfl SYMfiOLS ~~][L~"~~,(J1[4~ IO1~J~ l V (~1~~ ll llll (~~~®~~~~ N,Q~ B-4258 1 N~Fn,
N PROJECT SITE ;' I i(( ll ( ((~ if /~ ~ ( /(~ ~~y ~y R.n~.,.N. ,.Rd,~ .~~,
~~~~{ i !l 11~ 1~ ~ N ll L. ~' 11(\J ,l ~l \U/ ~ ~ ~ ~f ~ ~`1y ~ J1 ~ 33600.1.1 BRSTP-0064(61) P.E.
I ) 33600.2.1 BRSTP-0064(61) RIGHT-OF-WAY
~d~eo ~i `__ _, , ~ ~ 33600.2.1 BRSTP-006461 UTILITY
e t° i I , ( --- -
+W+~r'~e ~ ~ ~ -- _--- ---- --
1 I ~
~~ e~ ~ _ i
r ~ ~ i (' i
ALT O - \
C, e,~ 9 ~~' ' ~ ~~~~_ RUTHERFORD COUNTY
~/ ~ Ry~~
~ CHIMNEY `' ~ ~1
[Tl 1 ROCK ~ i_~ ----_
1~ 1 ~- --- ----,
LAKE
i rowx uurrs US 64
~~ --- --- --- LURf
~, `~ , ~ -. i ,; LOCATION: BRIDGE N0.7 OVER THE BROAD RIVER ON US-69,~74A NC-9
AlT
,.-;, ~ ;~ ~'~., ; ' TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
sa „a~ ;
o~ ~ i'.
~~~ ,, ` sA nae l 9 i
~ ~~
SR IB6
h Z
Y1CEN(lY M/~
"Y
c
~a ~c,~,o
~ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
NCDOi CONTACT: B.D. TAYLOR, P.E. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF LAKE LURE
PROJECT ENGINEER PRELIMINARY PLANS
ROADWAY DESIGN UNIT DD NM V58 F°A C°N5fRUCryON
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ~ .tam HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
PLANS PREPARED FOR G' ~ STATE OF NORTH CAROLINA
THE NCDOT BY: ~ ~ Assodates, Inc.
50 25 0 50 10o ADT 2007 = 4,300 VPD ~ ~ ,,,;,~ ~~;;w
ADT 2030 = 6,300 VPD . °' .°"'" ~,
LENGTH OF ROADWAY TIP PROJECT B-4158 = 0.185 MILE ~a-s sr',um+rfn sPPCU~c+navs ,~ +
PLANS DHV = 9% Pd ~ `~
50 25 0 50 loo D = 55% LENGTH OF STRUCTURE TIP PROJECT B-4258 = 0.056 MILE RTC OF WAY DATE: ~Y W MOORE,PE
T = 5°k ' SEP1~fBER ~ 1001 rEa~ECrEA,~.,,~._ ROADWAY DESIGN ENGINEER ~i+ ~:
O PROFILE (HORIZONTAL) V = 40 mph TOTAL LENGTH OF TIP PROJECT B-4258 = 0.241 MILE ~ +r°R t~~N6~ ~
10 5 0 t0 20 FUNCTIONAL CLASSIFICATION: LETTING DATE: J.IASON PACE. PE
(~ RURAL MINOR ARTERIAL SEPTEMBEJt 16, 2008 PROJECT DESIGN sNCrAr&Ee
v PROFILE (VERTICAL) ~ (iTST 2% + DUAL 3%)

Note; Not to Scale

*S.UE. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line --- ---
County Line - ---
Township Line --- ---
City Line - --
Reservation line - -
Property Line -
Existing Iron Pin
Property Comer -
Property Monument
Parcel/Sequence Number
Existing Fence line
Proposed Woven Wire Fence - ~
Proposed Chain Link Fence ~
Proposed Barbed Wire Fence - ~
Existing Wetland Boundary - - - -na-
Proposed Wetland Boundary na-
Existing High Qualify Wetland Boundary - p na
Existing Endangered Animal Boundary E~-
Existing Endangered Plant Boundary ~-
BUILDINGS AND OTHER CIILTURE.•
Gas Pump Veni or lYG Tank Cap o
Sign o
well
Small Mine 5Z
Foundation ~
Area Outline 0
Cemetery
Building u
School
Church
Dam
a
0
m
N
P
0
0
0
N
N
~°
0
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir ~----,
River Basin Buffer Fse --
Flow Arrow ~- --
Disappearing Stream .------
Spring o---..~.~
Swamp Marsh ~
Proposed Lateral, Tail, Head Ditch ~_
False Sump ~
0
2
0
N
N
0
RAILROADS.•
Standard Gauge *~'~
Esx reax5ronrgTrov
RR Signal Milepost o
NQ(PoSr 75
Switch ~
srR^N
RR Abondoned - -- --- -
RR Dismantled --------
RIGHT OF WAY
Baseline Control Point
Existing Right of Way Marker Q
Existing Right of Way Line -
Propased Right of Way Line - -~--
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access - ---~~'~--
Proposed Control of Access ~-
Existing Easement Line - -E--
Proposed Temporary Construction Easement - e
Proposed Temporary Drainage Easement- -roe
Proposed Permanent Drainage Easement- -mE
Proposed Permanent Utility Easement -rue
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement --
Existing Curb --
Proposed Slope Stakes Cut - - - ~ - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Wheel Chair Ramp
Curb Cut for Future Wheel Chair Ramp - ccre
Existing Metal Guardrail
Proposed Guardrail T T T T
Existing Cable Guiderail ^
Proposed Cable Guiderail ^ ^
Equality Symbol
Pavement Removal
l~'GETATION.•
Single Tree -
Single Shrub -
Hedge
Woods Line -
Orchard
Vineyard
Q
0
.r-,-.-..~...,....-
,1r,,.w,
Q 4 Q Q
vineyara
EXISTING STRUCTURES.•
MAIOR:
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 18
Paved Ditch GuHer
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
WG Power Cable Hand Hole
H-Frame Pole
Recorded lLG Power Line
Designated U~ Power Line (S.U.E.')
PRELIMINARY PLANS
W NOT USE FOR CONSTRUITION
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant ~
R
d
d UG W
Li
ecor
e
ater
ne •
coNC Designated l6G Water Line (S.U.E.'~ - - - -•- - - -
~ conc ww ~ Above Ground Water Line g/e w~ief

EoNC Nw TV;
_ TV Satellite Dish ~
>----------< TV Pedestal
^Ce N Tower
----- lbG N Cable Hand Hole ~
0 R
d
d l1G TV C
bl
ecor
e
a
e ~•
s Designated lhG N Cable (S
') -
U
E - - -T,_ _ _ _
.
.
.
Recorded l6G Fiber Optic Cable ~• ~~-
Designated WG Fiber Optic Cable (S.U.E.')- - -
- - -~~ ~~- - -
b
-~-
NN
H
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole ~
Telephone Manhole 0
Telephone Booth Q
Telephone Pedestal ~
Telephone Cell Tower ,~
U~G Telephone Cable Hand Hale NN
Recorded WG Telephone Cable
Designated USG Telephone Cable (S.U.E.') - - - - - ~- - - -
Recorded USG Telephone Conduit II
Designated lLG Telephone Conduit (S.U.E.'}- - - - -~~- - - -
Recorded USG Fiber Optiu Cable ~ ~~
Designated U~G Fiber Optics Cable (S.U.E.'~ - - - -~ I~- - -
GAS:
Gas Valve ~
Gas Meier ~
Recorded lY>; Gas Line
Designated UIG Gas Line (S.U.E.') - - - -~- - - -
e/L Gas
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole 0
Sanitary Sewer Cleanout ~
LbG Sanitary Sewer Line ~~
Above Ground Sanitary Sewer A/G SOnItO~y se.e~
Recorded SS Forced Main Line ~s~
Designated SS Forced Main Line (S.U.E.') - - - - -ass- - - -
MISCELLANEOUS:
Utility Pole ~
Utility Pole with Base ^
Utility located Object p
Utility Traffic Signal Box ^s
Utility Unknown lLG Line ~I~
lbG Tank; Water, Gas, Oil
AEG Tank; Water, Gas, Oil
U~G Test Hole (S.U.E.') ~
Abandoned According to Utility Records - AATUR
End of Information E.0.1.
CONVENTIONAL PLAN SHEET SYMBOLS
0
E.
~z~
-x-x-x-

0
0
N
. N
\_
RUIHF,RFORD COUNTY
RRGM fR0/8C! ~~ lROJRL7
u9~
~\_;
\ i'
CHIMN6}~~\ _ _ - - \
OCIC ~ _ - - ~
LAKE LURE.---
/ ._
~ `i J
I J`
\~ /
FICIXIIY MAP -NOT TO SCALE
RM1 ELEVRi ION 996. B0
N 628971 E 1037391
L STATION 28.18
N 26. 17' 35.5' E 0151 77.75
RR SPIKE IN 29 INCH NEEDLE PINE
........................................
SM2 ELEVRi ION 1003.52
N 629439 E 1036403
L STATION 16.99 26 LEFT
RR SPINE IN 42 INCH ORK
BM3 ELEVRi ION 1065.39
N 629847 E 1035622
L STATION 10.00
N 32. 13' 30.5' w DIST 226.61
RR SPIKE IN 36 INLM ORK
........................................
SURVEY CONTROL SHEET 8-4258
nl
Pulrn ur.~ .
i in ~
is .~
i in i
arv,7 un,~~d~ .
t;P;I H4r.~e i
iI, i
POINT ul~d.
6 UYI F
(07 DI 7
Rre
POINT OL SC.
. .... ..... .. ...
E01 0L 1
7 Rr7 /
-Yl- srA.le+e0.oa
LOCALIZED PROJECT COORDINATES
/ N = 629153.1190
E _ 10365867181
-L- srA.lo+ooro EECRV srA3s PROJECT 336oo3r
LOCArnrn PROJECT COORDINATES
N ~ 61965S.S943
E 10351132411
US 6YUS 7{NNC 9
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP/{9WW.DOH.DOT.STATE.NC. USPRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
B4258_LS_CONTROL_080801.TXT
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
~ INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS)
DATUM DESCRIPTION
THE EOCALIIED COORDINATE SYSTEM OEVEIOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABI ISHED BY
NCDOT FOR MONOMENT "84258-2"
ennui i,+.I inv,~u~n i ~naiuui uir~,ET WITH NAD 83 STATE PLANE GRID COORDINATES Of
- NORTHING: 628846.95001ft1 FASTING: 1037426.81001ft1
~,•°n:,~..i.~nn inr•r~.•4,.~.•In un~~,~, ur~~i.;l' I6.n Lr THE AVERAGE COMBINED GRID FACTOR USED ON TNIS PROJECT
~."r~~,~.n4w+ in~~,~il',n~,~~u unu~.~n u.~7~L10 124.34 Lr ICRODNO TO CRI01 IS: 0.999824561
rr9m~,, insn ul~l.-Nr,4,~i0 iuu~,.,~~ 2u•9/.II 31.30 Lr THE N.C. lAlA3ERT GRID BEARING ANO
i,nvu4,,,•,•,nn
~ nu 4,•~..nnm
•
~ ~~•~~~' ~,~ uul;iul- PnonLl LIMITS LOCALIZED NOR110NTAL GROUND DISTANCE FROM
n
n2Rnl;r,r i. ~4. 4,,
ulnm
~n ~rri. inn nulsiuE PRnLELr uMITS °84258-2" TO -L- STAT[ON 10+00.00 IS
N 64°20'39" W 1861.70'
ALL LINEAR DI~NSIONS ARE EOCALIIEO HORIlONTAE DISTANCES
nun m ir;.i iirvni wN rl sIRTION OFFSET VERTICAL DATUM USED IS NAVD 88
H2`IRh7.'Pi 111 IN.IN 110, 4640 11109.0'1 DI1151 DE PROJECT LIMBS
G7956S.O41g1 10164 V,{1LR0 IOIIL.91 12.53.75 28.28 Ri
NORTP I n!;I I i I VnI IfIN Y2 6iFiI0N OFFSET
629705.:14'0 IN'if.7NI, 4; 1N IN0S. J3 0Ui510E PROJECT LIMITS
67907B.I1hh0 INlF,277.11750 IN4f,. U0 OUTSIDE PRDJECi LIMBS
CAMP ROAD
NC GRID
NAD 83
BROAD RIPER w Ir
-1. STA28+18.88 END STATE PROJECT 33600.E
I
-Y2~ - ! ~~ LOCALIZEII PROJECT COORDRIGITES
CdIA1NEY CLIFFS DRlYE ~i' ~ ~, N =624980.8099
~ ' E _ !831356.9664
i% '~~ SUS 6WS 74AlNC 9
\.
LOCALTLED PROJECT COORDINATES \\ ~
N = 629053.1111
E = 10369532314 /~' ~
NCDOT GPS STA. B42f8-2 /
LOCALIZED PROJECT COORDINATES NCDOT GPS STA.R4258-1
N = 6188469500 LOCALnFn PROJECT COORDINATES
E _ !031416.8100 N = 6288622320
E = 1038094.4650
NOTE: DRAWING NOT TO SCALE

EXISTING
GRWND
Z:~
EXISTING
GROUND
-L
!7'
ll`~~ h~l/7qA N(: 'I
!l'
C!
~ GRADE
~ POINT
OD2 OD2
~-~ ->~
--SEE NOTE°JI--
-GRADE TO iH15 LINE_--
TING
1N0
'CH
TYPICAL SECTION N0.1
-L- STA 12+40.00 r0 STA 14+52.00
-L- STA 22+29.00 TO STA 25+10.00
NorEs
l: SAWCUr EXISTING PAVEMENT TO PROVIDE
A MINIMUM OF I'FULL DEPTH PAVEMENT.
2: MILL AND RESURFACE U.5' S9.5BJ FROM
-L- srA 24+IS.oo ro srA 25+ro.oo.
3: MATCH FACE OF EXPRESSWAY GUTTER
wrrH PAVEMENT.
R'Z PROPOSED SHOULDER BERM GUTTER
EXISTING
GROUND
40E TO THIS
ccc unrc ~
TYPICAL SECTION N0. lA TYPICAL SECTION N0.16 U EXISTING PAVEMENT
-L- srA 21+l0.0o ro srA 22+25.00 Lr -c- srA 21+0»1 ro srA 25+00.00 Rr W VARlAB1£ DEPTH ASPHALT PAVEMENT lSEE DETAIL WD
NOTE: PAVEMENT ECGE SLOPES ARE IaUNLESS OTHERWISE INDICATED
-L- US-64/74A NC-9
0
0
v
N
0
I~ 8
IJ' w/
GUARDR,
2'
FDPS~
0.08 '
-L- STA 14+52.00 TO STA 17+54.50 (BEGIN BRlDGEI
-L- STA 20+49.50 (END BRIOGEJ TO STA 22+29.00
PROlECS REFERENCE N0. SNEET N0.
8-4258 2
ROADWAY DESIGN PAVENENE DESIGN
^=^ ENGMEER ENGINEER
I
G
m
~
y
~
lo
m
^
^
~
~
^
^w
M
.`
WNf1JJ1fA6lPr~~l~n PRELIM[N RY PLANS
DO NOT USf F CONSTgULTION
P.O. BO% 77068
RAIEIGN, N.C.7T636a068
PAVEMENT SCHEDULE
C~ PROP.APPROX. IS' ASPHALT CONCRETE SURFACE COURSE TYPE 59.58, AT
AN AVERAGE RATE OF 168 LBS.PER SO. YD.
Cp PROP.APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9SB, AT
GG AN AVERAGE RATE OF 168 LBS.PER SO.YD.IN EACH OF TWO LAYERS.
C3 PROP.VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE 595B,AT
AN AVERAGE RATE OF 112 LBS.PER SO.YD.PER DEPTH TO BE P1ACE0
IN LAYERS NOT LESS THAN 1,5'IN DEPTH OR GREATER THAN 2'1N DEPTH.
PROP,APPROX. 25' ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119DB. AT
~~ AN AVERAGE RATE OF 285 LBS.PER SO. YD.
~2 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119DB, AT
AN AVERAf,E RATE OF N4 LBS.PER SO. YD. PER I'DEPTH TO Bf PLACED
IN LAYERS NOT LESS THAN 25'OR GREATER THTW 4'DEPTH.
EI PROP.APPROX. 4' ASPHALT CONCRETE BASE COURSE TYPE B25AB, AT
AN AVERAGE RATE OF 4561BS.PER SO. YD.
E2 PROP VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25AB,A7
AN AVERAGE RATE OF 114 LBS.PER 50. Y0. PER (DEPTH TO BE PLACED
1N LAYERS NOT LE55 THAN 3'OR GREATER THAN 55'DEPTH.
R~ PROPOSED 4'CONCRETE EXPRESSWAY GUTTER
T EARTH MATERIAL
C1 D1 E2
C3 D2
`----- -~rii'MIN ----- \~ TMIN
U
WEDGING DETAIL FOR RESURFACING
_ H 8.
IY w/
GUANDRAIL
2'
FDPS

t xlsnNG
G17IX1ND
DDB,
~ 4J ~:I
TYPICAL SECTION N0.2

0
N
N
-YI- BOYS CAMP ROAD
-Y2- CHIMNEY CLIFFS DRIVE
EXISTING q B A A D
GROUND
C
rwlTr+
GRAlU
c2 GRADE C2
2v
POINT
0.08 002 002 _ 008
4:1 -
- _ ~.
4,/
~J DI T
EI EI
SEE NOTE I
GRADE TO THIS UNE
TYPICAL SECTION N0.3
-rl- srA l0+90.0o ro srA 12+09.00
-Y2- STA I1+93.00 TO STA 12+25.00
A 8 C
-rf- ra s' e'
-r2- s' z r
EXISTING
GROUND
VARIABLE
SLOPE
\~
PAVEMENT SCHEDULE
C~ /5' S95B
C2 3' S95B
CJ VARIABLE S95B
~~ 25'r19AB
p'Z VARIABLE 11908
E~ 482508
E `L VARIABLE B250B
1RJ PROPOSED 4CONCRETE EXPRESSWAY CUTTER
R2 PROPOSED SHOULDER BERM GUTTER
T EARTH MATERIAL
U EXISTNG PAVEMENT
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETNL WN
NorEs
l: SAWCUT EXIST/NG PAVEMENT TO PROVIDE
A MINIMUM OF I' FULL DEPTH PAVEMENT.
2: MILL ANO RESURFACE (/.5" S9.5B) FROM
-Yl- STA 10+90.00 TO STA 11+06.00.
-YI- BOYS CAMP ROAD
-Y2- CHIMNEY CLIFFS DRIVE
ExrSTING 4 B A A 8
GRIX/ND
C
!WITH
GRNL1
2.., C2 GRADE
I
008 002 002 OOg
EXISTING 4;1
GRO!1ND ~ ~~ ~)
4~/
g/z'
T DI E! T 2
2,
?~ Z°~ ~. GRADE TO THIS UNE
~~
CONCRETE ~"~ ;•
PAVED DITCH TYPICAL SECTION N0.4
RETAINING RI
wA<L -YI- STA /2+09.00 TO STA 13+68.00
-Y2- STA 10+12.00 l0 STA 11+93.00
TYPICAL SECTION N0.4A
-Y2- STA 10+20.66 TO STA 11+60.00 LT
A 8 C
-YI- la 5' 8'
-Y2- 8' 2' 7'
Ex/snNc
GROUND
vatrABLE
SLOPE
\.-,,
-L- US-64/74A NC-9
,I

DESIGN DATA
ADT 2007 = 4,300 VPD
ADT 2030 = 6,300 VPD
DHY = 9%
D = 55%
T = 5%
TTST = 2%
*
DUAL = 3°k
V = 40 mph
~' BRIDGE RAIL TO BE DETERMINED
BY STRUCTURE DESIGN UNIT
'~'~ 6' SHOULDER WI DTH REQUIRED
FOR HYDRAULIC SPREAD
BRIDGE TYPICAL SECTION N0.1

• I 4 i
0/26/2007 R:\0/1036122\RonOway\Prof\64258_r0y_woll_erwelope.psh

O .
O
O O C u
~
~ r r :
N W
N

N I
-L- STA 25+00.00 RT
I
-L- STA 25+00.00 RT
~ _ 'ELEV IDO .4 L V IO 5.26' ',
I
-L- STA 24+50.00 Rr '~ -L- STA 24+50.00 RT _ ,
LVl .9'
I LVI 6
N -L- STA 29+00.00 Rr -L- STA 24+00.00 RT
~ L V 1004.40' ' ' ELEV 101296'
I I
I -L- STA 23+50.00 RT _ _ -L- STA 23+50.00 RT _
'LVI 04. 8' ' ELEV 117.91'

I ~. :
_
N -L- STA 23+00.00 RT~ -L- STA 3+00.00 RT
_ _
W LVI 6' LEV I022B6'
-L- STA 22+50.00 RT ' -L- STA 22+50.00 RT
L V l 4' _.n _ LEV 1027.8/'
n
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ti
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~ -L- STA 2/+07Jl,RT -L- STA 2/+07.IIRT
-Y2- TA 10+ '.67 T '-Y - A' + 7 ' T
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~:
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_ ~ +Y2- STA'10+35.00 LT
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_
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LVII ~ LV102/ 3'
~ ,
-Y2- STA i1+60.00' LT ~ •\• _ _ _Y2-....STA A+60.00 LT
ELEV l0/59 ' ELEV 1018.74'
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TO STRUCTURE N0.
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8 S ~ ~ ~ ~ 8 ~ ~ ~ ~ ° ° 8 ~ ~ ~ ~ INVERT ELEYATION o9 c
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c ~ 'o o ~ t3 ~ o ~ SLOPE CRRICAL

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'
MDJ. TYDE'A' STD.140.17 OR 11021 ~~
MDJ. TYPE 9' STD. /10.110R 11027
MDJ. TYPE'D' STD, {10.19 OR 1/021 ,A
M.DJ. FRAME WTM GRATE STD.14021 C>0
M.DJ. (VY.S.) FRAME WITH TWO GRATES STD. N031
MDJ. (N.S.) FRAME WffH GRATE S7D. 1102/
M.D.I. (N.S.) FRAME WTTH TWO GRATES STD. 1402/
ADJUSTMENT Of CATCH BASINS
CONVERT EXIST CB TO JB b
7BJB STD. 110.U ~

M.H. FRAME AND COVER STD. 110.51 ~
,
`ry
J.B. STD. 140.010R 1/0.72
MANHOLE STD,110.51
M.H. STD. 140.51 OR 110.55
T.B.D.I. STD. tI0.15
T.B.D.I. (VY.S.) FRAME WITH TWO GRATES STD. 140.20
T.B.D.I. (N.S.~ FRAME WTTH TWO GRATES STD. 110.29

CORR. STEEL ELBOWS N0.8 SIZE
CONC. COLLARS CL. "B" C.Y. STD. 140.72
CONC. 8 BRICK RPE PLUG, C.Y. STD. 140.71
1
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_. --_ I rl IIrNIIC (IIN;IrAM TRAFFIC DIAGRAM PROTECT REFERENCE NO. SHEET NO.
DETAIL I DETAIL 6 ----- - eta„ A(,l - e-a2se a
SPECIAL CW DITCH RIP RAP PAD AI fMHANKMI NI PI SiO 15+2410 ('i Sla 19161b 1 1'i Srn .' 1 Y 1'1,4/ 1'f 17u 1776/111
,u ,n e,,u.~ ~ = 3l' S8' 50.4 rirr 1 (~ - Yl' 3!/ 14.(i fl ! 7 /~ - . "•1' SH.f Url 1 /~ - ff N.' I8, 1' 11711 '~V1 Anr 470D -L' 4300 ~ ~ kW SIffET No.
1 NOt to ScUlnl n NOYS CAVP RDAO US 64/74A
1 I u I „r U ~ 10' 42' 347 I) - 1(142' 34i' I1 - f 54' S'.,Y D - ("'C SH.1• 63~ 6300 ROADWAY DESIGN HroRAUUCs
Yronr-tro'o, I 7 uta li- L ° 354,64' 1 i11/I1'.S' 1 ~ I5U11' I IVN - vZ
0itcn r „~ ~„„ I - 11/~l1 cI;X) </~1 100 ENGINEER ENGINEER
snipe rP •. D 1s-~ ol,r,, 7 ~ _ ~ TIN - ~r,z
,Y I,r uu G I .I~ , o ~ ~ T _ IB41Y 1 - 131h1!' ! - /'~.'r 1 I h 111 f n •,I . , <xxi aaO aaD KYAIBt/•HOfA
I v Huwd,o • R = 535.00' R .5 S5Df1 R 1lAlIUx7 R - 'XX11X/ ruN • {• orN = 97. BIIdASSOpBIBS, ITIC.
DIR = 55/.
MIn.D ~ I,. I, _.._ SE = 0.04 5l - 004 Sr - Nr ',r - NC
rrsr = zz
~- srA 22+71 ro 2s+ao ATI RO = 84.00' k0 84,00' 1rD - Nr7Nf Irf) - N(1NI r ~iw, <Iw (~ 6i~ a/a = 3z <mD P.o. eox 23068 PRpELI MIND RY ~ Prno NS
-rl- srA n+2e TD 12+ao pp
TYDe of llne,= Llns:. I uip b',ih 7~, <~ RALEIGH, N.C.27636-306e
, -Y2- CHIMNEY CUFFS DRNE
DETAIL 2 ~-su21+7aILq-- - -- 1'I SID iUr30.18 I'I',h11115/, f5 I'I;IU 17r4S.'l! u' r,v74A ,p„-0,,,•,~„
t0E PROTECTION c'C07 'IDT
,~a,,, DETa1l 7 YI- p - 6r la 41,7 rRl l n - Iri 4'r f(i;'rr I I n - ; 5' 1r llD, r u T I "``9 2D3o aDraor ~,
DITCH BLOCK ' ` D Il'll(I5')i` ll - I'i I(i 4111' I) - SBII'4'l.'1
aamrm+~ps % n so~oe ziosaao~~ ~~ t '~~~~ OFF 45'+/- I T 1 PF,fi9 I - 11(11;" I - 6611fY ~ O
cro~na I ~ 1 ~~ 1 = 14]H' I - '7546' 1 - SJ.'X;'
r,,,~, ti' 16 R - 2.51X7 R - 115(X1 It - 150,(10' s~
e = IFt rope` - Futer' i JIM H.000K t RO NONf. It(1 - N(INl RO • NONE rD
Faorlc PATSY G. COOK O
TyOe of t Ine, - Uoss "d' nlp Pup A
li~~l~~, o,, ~,. L i,.i,~I~~,i~,~ 'YI-~P ryrU, IQ7WdX! A,"1'.9 N. W. SONNY BEACHlM7. INC.
~1- STA 11+00 ro 17+75 1111 Jr SfA 25+00 (R7J --- ~ YC Q
-Y2- 5TA 11+67 1lA ;
DETAIL 3 ~ , C5~ CR/0
TAIL BASE DITCH Cr
, aor ro Swie, +OD > FRIUIfIN SwANINGIN 11710 1RfNll DlR HIi HM G1/17rR-- -L- POT 510.25+10.00
10 D t rowN of uKE LURE l lmu I srA rna 7D zzrz5 Lr fND STATE PROJECT B-4258
eprurpl Hptural ~ uD:ns, In•Nm mnll l ruotTC110N END CONSTRUCTION
Ground I .~ f 1 ASS 'D' HW HAIL
D crouno "Y Isl s TONS ~
~ ,~~ r',1 In sr Fi -T 5
~ isl It K -Yr- POT $!0.10/90.00 ~ Inu HnsL DlTUI --- ELEV=995.98
Mm.D = i Ft. -- Is1 TD DY oDE NAIL SET ~ +/O.OD
Type o+ Lmer = Psnu B = z Fr. QE ST rr BECIN CONSTRUCTION N IsEL DETAIL TI L STA 23+51.27 25'17 &
~{9ppp ~ f,'„'i IN',InIL Tar naP_-- OFF 168.06'17 +37D0 Ex15T 3A~E
kSU 21N0 TO 22+21111) JU R7-e TN u N I'All nl LDP OF FMIS LING 4M LT 3~
Ek151 -~IJ~,(pr 1MERKAN jjl~ CIIa55111' RIPBRAPMENi q ~ SPECIAL CUT DITCH +4B.DD ~ 3 E1P~
DETAIL 4 - i5'1 POST ' u1 I IONS eru 6EE DEraa D 2scr 5 ~ e
SPECIAL CUT DITCH REMOYE AND AEPLACE rc II LSI ID SY FF +1597 ~ +]722
Igor ro Scaie> E%15i OIW/ iBDI ¢ ~ ! 4 25'17
19 SPECIAL CU1 DITCH ISFF DI TAIL 61 77 EX7Sr
6EE DETAIL a ~~ - L NAINIAM EKR TING o +30A7 ~~'~ `
Franr v,., earurai C BOULDER/RIP RAP EMBANKMENT o 25'.35'& N 30'RT
siooe ti•> cro~no JAMES ROBERT PROCTOR 6 + O PATRICK 7. CARR -YI- PC$l0. rr+98,00 --RTTaN EXIST BRIDGE ~ /
ROBERTA HELEN PROCTOR -- 0'RT 18 BARBARA CARA 4Y LT F 1 HICKORY NUT
dl_ +19.00 §Y DEVELOPMENT CORP.
AUN POWERS MODRE 0 L7 ~
`FaDrlc `QQQ$ ® +47 ¢ F t _ RfMpJf PEDESTRIAN WACK 2GV•0 +22DD
BL- JO R7 - 19 2'C N 6rRUCTURE ITEMI /'~ lp XI &
yype of Llner = _ _ ~+ EXI51 ~ fN0 CURVE WIDENING +5285 C ~ ~ - C 4(Y RT
CIpsS 'B'RIO RaD tl > IFi I
OFF iZ4.34' LT +5688 -L- srA zla9.Dq 4. rL +D4 is /r ) ;-
-YA-SfA 11+677012+75 AT1 n I + 3T iT BEGfN MPROACH SLAB _A +47D2 `ALT I/ r STONE THAN$ITiON
0 -Yi- PTSb, 13+35.79 I I Lr _L_ A + 0 0 -L- A + I XIST 9~ ~ / CLA55 B'RIP RAP
wDETAIDITSH BARBARA w.COBB -L- POC 510.16+55 = Ex15 rN RI OFF 31.30' LT P~ \ G~1ES / ~ DRAIN, rous-
o~ N ceaDE DucH TD
Ivor ra Scole, ,,¢¢'c ..• -YI- POT 510. r.3+80.00 I~ ~ t -L- SrA A+j4,5O C 1g10D PT C END RETNNING WNl
~~ C +1517 15' RCP
01 ~~ Q - 90' OO' OO~ AINEY ADCK CO. DR ID N APPR N , ~yCP •. A Ei'Pp6 4d RT -C- STA 25+OD110 DSIEEHOETAILK 71
v D SAWCUT AND RENWE EXIST ASPHALT ~ -L- PTS10. 24+IS.-ST ESi 3 TONS
i PAVEMENT TO TlE IN ORNEWAY + II -L- STA 2O+~j,~ -
+ + 7 2O 58 T ID"R 17 °" / 12 ESi 6 SY FF
z~
Rpxr s `Concrete ~ 5'Cr & 4625'U n O i0E PROTECTION r ~~,' TBDI r4
Paved Ditch 'EXIST N RI
O C1 ASS "B' RIP RAP ~• v
REMOVE ANO - ESi 15 TONS -L- STA 20+4950 '. ~GQ A~ O DOYLE EDO $ISK 6
MIn.D = IFt REPLACE E%t6T OI .S/OONTAIN +1 ^~ ti A ESi 50 SY FF O D 3
d = 0.5 Ft W/ TBDI ; ROLINA, LL J'L7 a ~ ISEE DETAIL Z) ,St~?,~ `CONCRETE PAVE- L3 BRENDA H. JOLLEY SISK
BEGIN CURVE WIDENING +6116 III B `~ bg WALL V DITCH
5D'R ~ E TYPE 5 6EE DETAILS VIRGIL LEE iRANKS
-L- STA 21+07 TO 26+00 1KE) -- 3 ~~ +7 7 0l _ -L- STa IB+OJDB d, °. MITZIE M. FRANKS
Y2- STA 10+20.67 TO 11+60 h>f ~ O 53' CT ~ 75'R ~ ~ .. t14, ~ I ~ +25D0
KENNETH AAY NA40N ~'f F N[ 0 ~` +50.00 55'RT
+q4 a rye TYP III -L- ~ p ~ p
' J47Y LT / R=6~ U
~ +4025 ~ ~ II - -
`~ .4150' LT ~ ° ~
2 ` ~
~~ rFE74r ~~ ~, o r E nI ATTACHED ,; f.',.
'+B9 CO,aj~~ N~ ~ RF7 ~ •L A GA~~ 5D ~ TYPE Ill 4~48'r4.~E TO WING WNl
€xlsr / LP A° xcavanDN 00`
E -•"'~~ ~ ~ +\ TOTAL = 175 CY +23.7 fY21~ ~
EX1S ~ 2 / +44 ~.+-- E JS'RT !STRUCTURE IrEM145' /O n L
+5280 +p91 J2b6'RT ~
EXIST /(dR
~P P + 7 !2~ +< E ~ r
V • ~ T 4D RT 6D RT 60 RT r67D0 lY21 O•'PCa
iy Ei/ 5'R '`W ~,- ~ O ExD CURVE WIDENING 45•R ,(9) A
a -L- STA 0+x556 I'
O g.•' -. 2GI-B
1 g - ~ ~ ~ J2"RT ROBERT S. CHILDS ~" O
SR - +C6& MARTHA CMLDS h 7
A ~ 243a ,T 3fi0
a BELLSOUTH TELEPHONE CO. , +d ~ & ~ *85.DD
~ - EXIST 4YR. ~. ~ Ex157
~~ v~ ~~ WEM~BJBAAN~RMH~COVER ~ ~ .'D~NAEM STEAD ~ C
o BL-3 ~ ~~ ~ ~ 1~' €~ +77Dp ~ s
-L- STA 10+79.37 F "O J2.44•R 8
V OFF 16.1 T' LT ~~s w1LUAM E.LEwIS O 09 3
o- .EDWARD P.'LEWIS ~
9 g~ Q
l ~ ~ 46` -L- PCSto. f3+3999 -L-,PTSto.16+94b3 -L- PCSta.18+3195' ~ 1
N
3 1US BEGIN CURVE WIDENING '. Q ~
g 5 - ' L- 9rA43+ND6
TAPER PAVED SHOULDER N
~ S~"~ -, TO EXISTING 25'W1DTH Y '
'' `'~ -L- POT St .12+40.00. -T 4 -L- STA IB+62.47 ~T4/H
BEGIN STATE PROJECT 8-4258 , ~ ~ ~~ NgEV 5E e.D9 ~ OFF 313.59' RT
t ,.-- ,,~~" BEG(N CONSTRUCTION ~ ~ TERRANCE J. GLADDEN '
"~~•y. -L- STA 14+68.62 FRANCES E. GLADDEN
a ~ OFF I9L67' RT
O
ANIX7EW HSUEH~ ~ GENEVA C. CHAPNAN
KERMIi LYNN SMITH
~ YICKI A, SMITH
-c- PDrsrD.lo+GO.oo
j
e ss Rr -L- PCSta. 22+6354
r y
CONCRETE PAVED _ _
WALL 'V'DITCH
5~ ISEE DETAIL 9 r2 '
-L- PTSIO. 20+9018 MICHAEL W, NcOANIEL
-L- POT S1a: 20+5003 = LYNN M. MC0aWEL
I -Y2- POT S1a.10+00,(,0
I c ~o °.s ~ = 90' CO' 00.0'
S 2450'25! W
~9+'(s~9a -Y2- PCSfa.10+16.00
°° s° -r2- PTSla.10+42.69
+DI89 +42b9'Y21
95'17 45'tr UNCLASSIFIED STRUCTURE
~ !! ~~~\ EXCAVATION
~~`~ REMOVE AND OBLITERATE
~0 Y2- PCSIa. 71+07139
+ (CONCRETE EXPRESSWAY GUTTER EXISTING ASPHALT PAVEMENT
95'17
BECIx REfaNlxc watt SEE SHEET N0.5 FOR -L- PROFILE
-rz- srrl x+SDm
m1cH aLOEK 6EE DETAIL Tl SEE SHEET N0.5 FOR -YI- PROFILE
+rzDl Est 1 r.DNS SEE SHEET N0.5 FOR -Y2- PROFILE
65'17 E5i,6 SY FF
SPECIAL CUY'DITCH ISEE OE
CLASS B" RW RaP BEGIN APPROACH SLAB END APPROACH SLAB
EsT zA rorvs -L- STA 17+30.50 -L- STA 20+73.50
EST 68 5Y _FF
-Y2- PCCSla.l2+120! BLG S~R1~54S0 END BRADGO+49.50
+32.00 '
EXIS
_Y2- POC Sto.12+25 nPE °1
!u Tun
?+7881 N nPE m -1-
13+4400 r
P V
N "~ ~
N
~^ TYPE ll!
a 'o TYPE III ATTACHED
~ TO WING WALL {
~ ~
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP

eN•3
BEARING AND DISTANCE TO
1055
'
-L- STA 10+00.00 IS BAI'2
-
-
PROlEC7 REFERENCE N0.
6NEFI N0.
5 3213' 305' E AND 22661' L
STA 16+9Bb5 !2550 LT!
Fl EV 1003
52'
B-4258
5
1,05U RR SPIKE IN 36 !NCH OAK ,
RR SPIKE IN 42 INCH OAX ^ =^ RNI sNEEt No.

_. _ ROADWAY DgION NYOAAUUC6

1
045 ENGINEER ENGINEE0.
, BEGIN GRADE Kimleyfbm
-L- STa r2+4D.oo ELEV 1Dr7JT and ASSOCiates
Inc.
1,040 T!E PROPOSED PAVEMENT TO EXISTING ,

_ _..
P.O. RO% 33068 PRELIMIN RY PLANS
1
035 cc sra 19+D2
oo -c-
AAIFIGH, N.C. 376363068
RO NOT use eo
carvsrRVCrwN
, BEGIN BRIDGE
-L- STA 17+5450 .
! @ 95'.1 & !05'.1 @ 95'
'
1 030
+-
ELEV !010
58' 54
PRESTRESSED,GJRDERS
CL ELEV
= 1009J6' .~~....

Pl = 14+43.00 . .
SKEW - = 123' ~,,,,~,
1025 EL = 1A135T
' VC = ll0' BL,I STA 28+IBD8 0775'LTJ 1,025
K = f35 END BRIDGE
.1x020 V = 60 MPH -L- S A 0+49.50 RR P1~BIN 24 INCH NEEDLE PINE
ELEV 1007:75' - _ 1,020
1,015 END MILLING AND RESURFACING
_ -L- STA 25+10.00 ELEV 10032fi' 1,015
_.1,010. f-1/7734% !_10.9599': _`~ TfE PROPOSED PAVEMENT TO EXISTING
1,010
1,005 `~ ^-" r->as599z
...1,000' ~~ /"" --~" .~ ---' _ 1,005
___
~ ~' _ r+105Dl. f+Jp.75Z ~ 1000
~ \ END SPECIAL r
995 BRIDGE HYDRAULIC DATA \ ~' fTY,p~ h~', O1TCH GRAD LT
GLASS a RrP RAp -L- STA 23+ooAO 995
990 DESIGN DISCHARGE =8600 CFS (STRUCTURE 1TEMl ELEV 1002$8'
DESIGN FREOY/ENCY : = 50 YR NORMAL W.S.EI.= 989$' ` ~ ~35` (TYPJ ~ _ END TAJL DITCH _ 990
985 DESIGN lw ELEVATION =8555 FT @ EXlST1NG BRIDGE f10/07/051 ~..--~~ BEGIN SPEC/AL
BASE DISCHARGE = 10000 CFS OJTCH GRADE L7 I
BASE FREOU£NCY = 100 YR BEGIN TAIL DITCH ' -L- STA 22+2rA0 985
980. BASE HW ELEVATION =9962 FT GRADE LT E~y ro0229'
OVERTOPPING DISCHARGE = 23950 CFS -L- STA 21+70A0
END GRADE 980..._.
975 OVERTOPPING FREOU£NCY =500 YR+ ELEV 1001.98' BEGIN MILUNG AND RESURFACING
OVERTOPPING ELEVATNM' = 1009b FT ' ' -L- STA 24+(6.00 ELEV 100423' 975
970
GATE aF SURVEY = IOi1i2005 _ UN+CLASSIFfED STRUCTURE EXCAVATION 970
AT DATE OF SURVEY ' 9B9B F7
965 WS.ELEVATKIN -L- US-64/T4A NC-9 (MEMORIAL HWY) 965
960 ' SEE SHEET N0.4 FOR -C-'~ PLAN
960
12 13 14 15 16 17 18 19 20 21 22 23 24 25
1,050 ' BEGIN M1LLlNG AND RESURFACING 1,050 1,065 1,065
1 045 YI- STA 10+90,00 ELEV 1007.03'
r __ _ TIE PROPOSED PAVEMENT TO ;EXISTING ,_ 1,045 1,060.. 1,060_
1,040 END MILLING AND RESURFACING ' .
BEGIN GRADE 1,040 1,055 ' 1,055
...1,035 -n- sTA n+06AD ELEV loozor
1,035 1,050._ 1,050
1,030 1,030 1,045 END GRADE _
-Y2- STA 12+25.00 ELEV 1023J8' 1,045
1,025 _ PI = 13+31A0 , 1,025 1,040_ . TIE PROPOSED PAVEMENT TO EXISTING
_ _.. El = 1•D12.39' - _ ,_.1,040
1,020 Pr = 12+oIAO ~c = Ta __
EL = IAD653' ~ = D3 1,020 1,035 ~ 1035...
1 015 VC = rg0' V = 25 MPR .~
v = 3o MPH -uoz -c 1,015 1,030.. Pi -. 1I+2DAO // ._1,030
.1,010 517y - / _ _
I +~ r'J?.Oi 1010 1,025 EL = lao9.70
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