20061736 Ver 1_COMPLETE FILE_20060116

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Mr. Wilmer Melton III, Public Works Director
City of Kannapolis, Public Works Department
P.O. Box 1199
Kannapolis, NC 28082
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2006
DWQ# 06-1736
Cabarrus County
REISSUANCE/APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Melton:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 145 linear feet (If) (-85 If for a double box culvert and 60 If for the construction of floodplain benches at
the inlet and outlet of one of the culverts) of a perennial stream, Three Mile Branch, to replace an existing
bridge with a culvert as described in your application received by the Division of Water Quality (DWQ) on
November 6, 2006. The location of the project is Mount Olivet Road in Cabarrus County. This certification
supercedes the Water Quality Certification issued November 16, 2006, for this project. After reviewing
your application, we have determined that this project is covered by Water Quality General Certification
Number 3404. Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and
Water Supply Watershed regulations.
This approval is valid solely for the purpose and design that you described in your application (unless modified
below) and will expire with the associated USACE 404 permit unless otherwise specified in the Water Quality
Certification. Should your project change, you must notify the DWQ in writing and you may be required to
submit a new application. If the property is sold, the new owner must be given a copy of this Certification and
approval, letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this
approval to remain valid, you must adhere to the conditions in the attached Certification and those listed below:
Placement of culverts and other structures in waters, streams and wetlands shall be placed below the
elevation of the streambed by one foot for all culverts with a diameter grater than 48 inches, and 20 percent
of the culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of
water and aquatic life. The design and placement of culverts and other structures, including temporary
erosion control measures, shall be installed in such a manner that the original stream profiles are not altered
(i.e., the depth of the channel must not be reduced by a widening of the streambed). Existing stream
dimensions (including pattern and profile) are to be maintained above and below locations of each culvert.
The applicant may be required to provide evidence that the equilibrium has been maintained, if requested in
writing by the DWQ.
2. The proposed floodplain benches must be constructed as depicted on the plans and as per discussions
between DWQ staff and the applicant's representative.
North Carolina Division of Water Quality 610 East Center Avenue, Suite 301
Internet www,ncwaterquality.orQ Mooresville, NC 28115
Phone [phone]
FAX [phone]
NJ`
o Carolina
Nturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mc Wilmer Melton III
Page 2
3. Riprap must not interfere with thalweg performance and aquatic life passage during low flow conditions.
Riprap placed for bank stabilization should be limited to the stream bank below the high water mark and
vegetation should be used for stabilization above the high water mark.
4. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full _
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
5. Heavy equipment must be operated from the banks rather than in the stream channel, when possible,. in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
6. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic
conditions can be provided.
7. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
8. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
10. All work shall be performed during low or normal flow conditions.
11. Discharging hydroseeding mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is strictly prohibited.
12. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.
13. The applicant and its contractors and/or agents shall not excavate, fill or perform mechanized land clearing at
any time in the construction or maintenance of this project within waters and/or wetlands, except as
authorized by this Certification, or any modification to this Certification (e.g., no work shall occur outside of
the footprint of the plans provided). In addition, there shall be no excavation from or waste disposal into
jurisdictional wetlands or waters associated with this Certification without appropriate modification. If this
occurs, compensatory mitigation may be required since it is a direct impact from road construction activities.
Mr. Wilmer Melton III
Page 3
14. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please
include photographs upstream and downstream of the structure to document correct installation.
15. Continuing Compliance. The applicant shall conduct its activities in a manner so as not to contravene any
state water quality standard [including any requirements for compliance with section 303(d) of the Clean
Water Act] and any other appropriate requirements of state and federal law. If DWQ determines that such
standards or laws are not being met (including the failure to sustain a designated or achieved use) or that
state or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ
may reevaluate and modify this certification to include conditions appropriate to assure compliance with such
standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification,
DWQ shall notify the applicant and the USACE, provide public notice in accordance with 15A NCAC
2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to the applicant in writing, shall be provided to the USACE for reference
in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the
404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review by the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663-
1699.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Amanda Jones, USACE Asheville Field Office
Sonia Gregory, DWQ Wetlands Unit
File Copy
October 16, 2006
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 2769-1650
nR KANNA P O L I S
P U B L I C W O R K S
Subject: PCN Application
B-3540 Mt. Olivet Road Bridge Replacement Project
To Whom it May Concern:
06
Enclosed for your review and action are seven (7) copies of the Pre-Construction
Notification Application for the above referenced project. Also enclosed is a check for
$400 made out to the NC Division of Water Quality. (The check also includes $200 for
payment for Project B3542, Pump Station Road Bridge Replacement). In addition, we
have included the original Pre-Constriction Notification Approval.
We are also forwarding one original of this application with supporting information to the
appropriate field office of the Corp of Engineers for review and concurrence. .
T? 1e RIM klanager for this project is Mr. Thomas E. Tallman, .E. of Wilbur Smith
I - Mod questions can be directed to him at 919) 755-0583.
Associates. Any Lie
lease do not hesitate to
? tions in regard to the encloset? sblt? p
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y
call me.
Respectfully submitted,
Mr. Wilmer Melton III
Public Works Director
Copy: Amanda Jones
US Army Corps of Engineers
151 Patton Ave, Roorn 208
Asheville, NC 28801-5006
Polly Lespinasse
NCDENR, Div. of Water Quality
610 East Center Ave., Suite 301
Mooresville NC 28115
0
Nov a(???
Q p ?4IamNAtt k
1401 Bethpage Road Post Office Box 1199
Kannapolis, North Carolina 28082-1199
T 704.920.4200 F 704.920.4244
www.cityofkannapolis.com
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 7 3 6
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
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 Mapagement Area of
Environmental Concern (see the top of page 2 for further details), check [R0V[g
J
II. Applicant Information NOV G 2096
1. Owner/Applicant Information DehA
Name: City of Kannapolis c/o Wilmer Melton III
Mailing Address: PO Box 1199
Kannapolis NC 28082
Telephone Number: 704 - 920 - 4200 Fax Number: 704 - 920 - 4244
E-mail Address: wmelton @ ci.kannapolis.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: Wilmer Melton III Director of Public Works
Company Affiliation: City of Kannapolis
Mailing Address: PO Box 1199
Kannapolis NC 28082
Telephone Number: 704 - 920 - 4200 Fax Number: 704 - 920 - 4244
E-mail Address: wmelton @ ci.kannapolis.nc.us
Page 5 of 13
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
USACE 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: Bridge No: 44 Over Three Mile Branch on Mount Olivet Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3540
3. Property Identification Number (Tax PIN): N/A Bridge Replacement
4. Location
County: Cabarrus Nearest Town: Kannapolis
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): South on I-85 to US 29_,_
North on US 29 0.8 mi to Mount Olivet Road, West on Mount Olivet Road 0.2 mi to Bridge
No: 44 at crossing of Three Mile Branch. (see attached location map)
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): N 624286.806009 E 1520764.849714
(see attached partial quad map for additional location information)
6. Property size (acres): N/A Public Road Right of Way
7. Name of nearest receiving body of water: Three Mile Branch
8. River Basin: Yadkin-Pee Dee
(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 existing bridge consisting of a single 25' span of steel
beams, timber deck, timber piles, timber bulkhead, and 19' clear roadway is nearing the end
of its useful life. The existing west approach consists of a wider asphalt roadway section with
Page 6 of 13
curb and gutter which flows directly into Three Mile Branch. Development on both sides of
the road are existing cemetery. The east approach is a narrow asphalt roadway section with
grassed ditches which flow into Three Mile Branch Development on both sides of the road
are zoned commercial and consist of a Convenience Store to the North and an electrical
supply business to the South.
10. Describe the overall project in detail, including the type of equipment to be used: The
existing bridge is to be replaced with a DBL 12' x 6' Box Culvert 84'-3" long on the
existin alignment. The roadway typical section is to be upgraded through the crossing to
provide for a typical roadway section with curb and gutter similar to that which currently
exists in front of the cemetery. The culvert is sized per a Detailed FEMA Study. HighwaX
road construction equipment including backhoes, cranes, graders, compactors, and dump
trucks are expected to be used on this project.
11. Explain the purpose of the proposed work: To replace an existing structure crossing Three
Mile Branch which is nearing the end of its useful life with a new structure on the same
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. Prior approval of a USACE nation wide permit #26 (action ID
199930605) was approved on April 16, 1999 by Mr. Steve Chapin. It was determined at that time
that there were no Wetland and only 0.05 Acres of stream / open water impact. A certificate of
Plan Approval was received from Mr. Zahid S. Kahn of NCDEHNR on April 6, 1999. Copies of
these certificates are attached. (see appendices) We are resubmitting for permits because the
original permits expired as a result of project delays encountered in the right of way acquisition
process. The site and project design are essentially equivalent to that previously permitted.
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.
NO.
Page 7 of 13
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.
1. Provide a written description of the proposed impacts A Categorical Exclusion Document
for this site approved on April 8, 1999 concluded that no special or unique environmental
commitments were necessary. Sediment and erosion control measures in accordance with
NCDOT "Best Management Practices for the Protection of Surface Waters" are to be utilized
throughout construction.
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
( es/no) Distance to

Nearest
Stream
(linear feet) Area of

Impact
(acres)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: Per the CE
document for this project, soil probes of areas adjacent to the stream produced no evidence
that hydric soils were present .
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 acreace. multiply lencth X width, then divide by 43.560.
Stream Impact Perennial o Average Impact Area of
Number Stream Name Type of Impact r
Intermittent. Stream Width Length Impact
Page 8 of 13
(indicate on ma) Before Impact (linear feet) (acres)
1 Three Mile Branch Culvert Perennial 25' 84'-3" 0.05
2 (temporary) Three Mile Branch Stream inlet taper Perennial 9' 30' 0.01
3 (temporary) Three Mile Branch Stream outlet taper Perennial 9' 30' 0.01

Total Stream Impact (by length and acreage) 144'-3" 0.07
The above listed impacts are from details shown on the Culvert Survey and Hydraulic Design Report. The report was conducted as a
Detailed FEMA Study. The culvert opening provided 2 ea 02' x 6') barrels provide roughly the same opening as the single 25' span
bridge. The culvert survey pictorially shows the concrete invert below the existing stream bed Existing stream banks are shown
transitioned smoothly from the existing channel to the proposed culvert wings The impacts are considered to be temporary. The
banks are to be stabilized with vegetation. Riprap is not required in the Culvert Survey and Hydraulic Design Report The permanent
impact to the stream is less than. The CE document indicates that the normal stream flow at this site is too small to support a
significant fish population.
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
Site Number
(indicate on ma) Name of
Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.07
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 1441-3"
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X 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
Page 9 of 13
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: Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
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. The culvert length used is the
minimum necessary to accommodate the typical roadway section. The opening with is equal to
or slightly smaller than the existing opening for the bridge crossing and is required to prevent
changes to the existing floodway. The culvert is placed at the same location as the existing
roadway and bridge to minimize impacts. The existing stream is to be transitioned from the
stream section to the crossing section as shown on the culvert survey and hydraulic report. Due
to the low stream velocities, the culvert survey and hydraulic report indicates that ripra is s not
required. The stream banks are to be reseeded to establish vegetation as a buffer and erosion
control.
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
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.
Page 10 of 13
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.
In accordance with the approved Categorical Exclusion Document, implementation and
adherence to the NCDOT "Best Management and Practices for the Protection of Surface
Waters" are to be used to minimize any unavoidable impacts.
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 X 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 X No ?
Page 11 of 13
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 X No ?
The Categorical Exclusion Document was approved on April 8, 1999
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
(Neuse), 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 V Yes ? No X
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.
* I Impact I I Required
Zone o,N Multiplier
I 1 I 13 (2 for Catawba)
2 1.5
Total I I I I
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 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
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. The only increase in area is due to an increase in
pavement width required to accommodate the roadway typical section with guardrail per
Page 12 of 13
NCDOT standards. The right of way for this project including easements is 2.24 acres. The
existing pavement and bridge area is 0.59 acres (26.3% impervious). The proposed pavement
area is 0.68 acres (30.4% impervious). The net increase in impervious area for the project is .09
acres (4.0% )
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 X
Is this an after-the-fact permit application? Yes ? No X
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 X
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:/ih2o.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).
4?9'e._Z_ - A-P 11-1-404
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
q5 t9 , . Kannapo s MYse^^e.
17
ncord
,rule ?`? 3 7 Moun F
t 291 + 5
{9 ,
R S
700

NORTH CAROLINA DEPARTMENT OF
• TRANSPORTATION
DIVISION OF HIGHWAYS
PLANNING AND ENVIRONMENTAL BRANCH
CITY OF KANNAPOLIS
BRIDGE REPLACEMENT PROJECTS
CABARRUS AND ROWAN COUNTIES
PROJECT LOCATION
BRIDGE NO 44 - MOUNT OUVET ROAD
TJP: NO.B-3540
N.TS. 5/2/97 FIGURE I
W
4834
DAVIDSON-15 M/, N.. (KANN
_ V y
ks?
17 1 7-
50
o
as, I
' • C1(-'=. " ? ??'_ _ i?A?!7? / • /•? ? ?,j ? (`fir` i r' p V
nn hn
' P
LVV
?Vl
IL A
11 ??v?/uf t?.J•
`?'. ? ?? {? ? J? ,?,<'/ ?? (fin ? ? ? ?.\\ `._-,? jn?J?.???=`-?? `' yr { --'• -
J ,( J `11
I \ X20 D CLASSACATIOfV/ J"?? 2 "900
1 `rv G
Light-duty road, hard or
100° improved surface. _
gay,
Unimproved road.
c e Route v' U S. Route J State Route
m
n
r
no
z CONCORD, N. C.
o co y z 35080-D5-TF-024
V
Z A FOLDEF 1969
Z
o m n
PHOTOREVISED 1987
-,
I ?
DMA 4854 I NE-SERIES V842
xZ
T0
Cabarrus County, North Carolina
Map Unit Map Unit Name Acres in Percent of
Symbol AOI AOI
CcD2 Cecil sandy clay 2.5 5.4
loam, 8 to 15
percent slopes,
eroded
CeB Cecil-Urban land 14.5 31.9
complex, 2 to 10
percent slopes
Ch Chewacla sandy 6.0 13.3
loam, frequently
flooded
EoB Enon-Urban land 21.9 48.3
complex, 2 to 10
-percent slopes
PaF Pacolet sandy 0.5 110
loam, 15 to 35
percent
PROTECT REFERENCE NO. SHEET I
B-3540 4
WW SHEET NO.
SHL-L?fyR•
4:I ROADWAY DESIGN
ENGINEER 14YDRAUUCS
ENGINEER
TO
VARIES VARIES
(8' MAXI PRELIMIN RY PLANS
DETAIL A - 'V' D
ITCH CONSTRUCTION DO NOT USE FO C0h TRUCTI°N
MOUNT OLIVET RD. STA. I3+50 TO STA I4+47,0*00AO Y-l
MOUNT OLIVET RD. STA 13150 TO STA14+00.ff
BERM a MARION CALDWELL
zy Z? a +9879
-OT
DB.456 PC.78 5/94'
4M--73
5 FT. VARIES VARIES +18.48 +4959 `-
VAR. TO 2 FT. 51T8' a7728'
DETAIL B - 2 FT. BASE DITCH E sEEloHraL '
MOUNT OLIVET RD. STA12+70 TO STAl3-f50,RT ' ?4A4 _
- - - +35.00 _ HLP
4' 45.00 - - +75170 ®``- _ '
1 2y 8" 41 SHLD'R.
N I n
VARIES 8' g R Z
DETAIL C - 'V' DITCH WITH CLASS 'A' RIPRAP I m
MOUNT OLIVET RD. STA I5+06 TO STA15+70,LT : y
12, ol
? O
® O
VARIES VARIES +50.00
30.00
2 FT.
+00.00
MOUNT OLIVET RD. STAI2+25,RT 3.0
0
DETAIL D - TAIL DITCH O
N/F CAROLINA CEMETERY PA-99 Y-1 =
DB.169 P9.26172 -L-
RUCTION

+00.00
30.00'

POT 10+00.00
NOTES
1. FOR PROFILE OF: SEE SHEET NO:
T. OLIVET RD. 5
SERVICE RD. 5
2. FOR CROSS SECTIONS OR SEE SHEET NO:
} MT. OLIVET RD. Y4 TO 1f
TIE TO QO SERVICE RD. X-4
+5928 i 3. FOR LffIUTY PIANS OF SEE SHEET NO:
l8.00' (L"V MT. OLNET RD. U4
+49.41 SERVICE RD. U-1
4823• .. 4. FOR RCBC STRUCTURE PLANS OF, SEE SHEET NO:
/? MT. OLIVET RD. G4 TO F5
\Q EBLL 8279' ((7) 9 /
L°
/
FOR IJ /
5128' SLOPE STAKE REG ADE DRIVE W ST E A
o LY1N% fj&CTI T/ON
N r \ %\
a? _.18 R 1
?1 NKNOWN
0 ,y1 =
-L- N 7/ 59 59.4" y`11
e' U `1y\
y 1+
TIE TO EX157 - 1,
+0.00 +5051 END C 8 - "-
30DO' 18110'(Rn PT 17+15.82
N/F CAROLINA CEMETER +00,00
DB.169 FOPS STAKE 30.00'
Oar END St1ATE PROJECT 8-35
IJECT B-3540 R 26.95' C POT 1713558
APPENDICIES:
CULVERT SURVEY & HYDRAULIC DESIGN REPORT
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAY
HYDRAULIC DESIGN UNIT
RALEIGH, N. C.
I.D. No. --_Q _3594 ------------ Project No. -_$26.K101______------ Pro j. Station __=_L.__ at67_______•----___-__
-----------------
a County --CA6AR&S----------------- Stream __THRE6 ---------------------------------------- Stru. No.--44-----------
On Highway __MQIjNT_ 4LIVET_ ROA____ Between __41?__29.4$,_QANNOIJ _Qj=VR?______ and __6Q11_TFI_RIpGE_AV________________
d Recommended Structure __PROP,_?_ =_I`xQ'_RQBrYs_WITH F!=ARED_WINGWAL?I?_ AIJQ_ ROtJNQEQ_6DGE__________________________
z
o -------------------------•-------------------------------------------------------------------- -- -----------
-
2 Recommended Width of Roadway GI?TTR_-tQg?------- ------------------------------------- Skew-IW_--
0
Location Is (Up, At, Down Stream from Existing Crossing) -------------------------------------- ____________________
Bench Mark is __NCG?_'VOETAGE' N5°31'54'x, X487.87' TO _=4=__?TA :IOOO:QO--------------------------- ____________________
I -------------------------------------------------------------------------------- Elev. --------------------• Datum: __NQVQ_ 199-----
z° Temporary Crossing--N/A---5lJITA&E_ OETOUP_AMLAQLE---------------------------------------------------------------------------
0
41
0
z
L
N
i
Zi
Q'
?i
i
2'
IH
i
E
v
a?
L
-I-
Ln
Designed by: __Wij=QUR -----------------------
Assisted by:. MtA!_QUQA?,_P?A.L. w1E!!RR? ______________

rrrrrsc?-,?,?
n
Project Engineer-14.E` KRANNiTZ= P.E, .1 :: 022Gog
Reviewed & Approved by' --- =----- --ge_ f --- Date - - ?•`
---
f °°e ck A O\3G9
SITE DATA
Drainage Area -2,11-51.141 ------- Source _U_%_$ E%A__6TURY--------------- Character _11135AN-------------------------
Stream Classification (Such as Trout, High Quality Water, etc.) _QJ:ASS_'C'____________________________________________
Data on Existing Structure .31NQRE_SPAN_TIMSER_RRRQ,_(25` ?QNC?I_W/_ I?_6'_QR6AR. ROApWAY_ WIQTH _ri?l5_s_f=?__ __
Data on Structures Up and Down Stream _?600'_QOWNSTREAM_ =_0QE:9'x8' RQRQs_NIVpER_ LIS ____________________
_1QANN0N__QL?VR.) _ HANDLE THE 100 _YR_I=VENT---100= YR-6E- =-671,74=-E?TRU- =- 672:40----------------------------------------
Gage Station No. ----------------------------------------- Period of Records ---------------------------------------------------
Max. Discharge --------------------------------- c.f.s. Date --------------------------------- Frequency-------------------------
Historical Flood Information:
Period of
Date <IQ=YR5 ___. Elev. Q.T=------- Est. Freq.:IQ:18_. Source _QiVLIJGs &__CITY__ENG___________________ Knowledge 1QYR-L.
Period of
Date -------------- Elev. ------------ Est. Freq.---------- Source ---------------------------------------------- Knowledge ---------
Allowable HW Elev. _EUTRQ=610.4-------------------------------------------- Normal Water Surface Elev. 663.8____________-
Manning's n :Leff O.B. ,0-6 --------- Channel =Q5--------- Right O.B. 26 --------- Obtained From _0UZEX161.MQDEL
Flood Study / Status _DRTAIUEQ_ EE%A_ STUQY --------------------------------------------- Fioodway Established
Flood Study 100 yr. Discharge 171Q ------- c.f.s.; W.S. Elev.: With Fioodway Without Fioodway _673.5' __.
DESIGN DATA
Hydrological Method __RETAIL_ED FEMA__$TUDY ------------------------------------------------------------------------------------------
Hydraulic Design Method __HQS-5 IEC=-------- 5ER_ATTAQREp_MQDEUS____________________________________________________
Design Tailwater :010 -674.7'-------- ; 025 -67115;-------- ; 050 -673.2'-------- ; 0ioo 1736'_------ ; 0500-674.1_--------
Inlet Control Outlet Control
Remarks
Size & Type Q Ke HW/D H.W. do -Z ho H LSO H.W.
2 - 12'x6' RCBCs 860 0.2 0.88 5.28 3.5 4.8 7.8 .71 0.41 8.1 10-YR
INLET INV=662.8 1200 0.2 0.90 6.90 4.2 5.1 .7 1.2 0.41 10.5 25-YR
OUTLET INV=662.4 1480 0.2 1.35 8.10 4.8 5.4 10.8 .60 0.41 10.6 50-YR
1770 0.2 1.65 9.90 5.4 5.7 11.3 .60 0.41 11.0 100-YR
2430 .02 2.40 14.40 6.8 6.4 9.7 .60 0.41 11.5
[ 500-YR
_ __
Is a Floodway Revision Required? IVO______________________________________
Outlet Velocity, (VSO) _&Q_ fA_s_____________________________ Natural Channel Velocity, (Vio) 26_ fp.15 ----------------------------
Required Outlet Protection _NOT_REQIIIRER_-_SEE AQQITIONAE -----------------------------------------------
INFORMATION TO BE SHOWN ON PLANS
Design: Discharge ---------- c.f.s. Frequency 1Q_YR_________________. Elev. 3U ______________________-
Base Flood: Discharge ._177---------- c.f.s. Frequency 0 =YR_______________. Elev. _174,3'_____________________.
Overtopping: Discharge _-30 --------- c.f.s. Frequency ±_2.5_=Y_R-------------- Elev. _ 672,4'_____________________.
SIDE-TAPERED INLET
HWt HWf i.
i p
B=
D=
G Bf=
Li _
Bf B
Taper(4:1 to 6:1)
SLOPE-TAPERED INLET
HWf B =
?p d =
d i
-? Bf=
Ll _
L2 L L2=
3
? L3_
So
T Sf=
B
Bf
? S=
Taper(4:1 to 6:1)
ADDITIONAL INFORMATION AND COMPUTATIONS
--4l?TLFT_ PRQTECTION CA?CULATIQN USING-H??=11----------------------------------------------------------------------------------------
_ ASSt?MF CLASS _?! __s_IQN?_ ? Q= k =4s -------------------------------------------------------------------------------------------------------
--MAX. F,LOCITY__VLQ=6:Q_fps ----ANQ----d_=_7,K ---------------------------------------------------------------------------------------------
--FROM _FIGI?RE_ I,_ k/d =4,44, TH?REFQR?, V?/VIO= 0,4?_ ANQ_ V=2.44--------------------------------------------------------------------
--FROM _FIGl1R?- ?_-SI?E_QF_STQNE- =-?-1?- =-- VRY_SMALL--------------------------------------------------------------------------------
i
--THFREFORF?IJQ_QTLFT_ PRQTECTION_ IS_ RE4??ft?9---------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
--- ---------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------
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U.S. ARMY CORPS OF ENGINEERS
UtJ WILMINGTON DISTRICT
Action Id. 199930605
County Cabarrus
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: City of Kannapolis
Address: P.O. Box 1199
Kannapolis, NC 28082-1199
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
B-3 540 .(Mount Olivet Road) Bridge project; south side of Kannapolis
Description of Activity:
Replace bridge structure over Three Mile Creek (in the headwaters) with a double cell 12' x 6'
RCDC (84.5' long). No wetlands will be impacted by the project and approx. 0.05 ac. of open
water will be impacted.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check. all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
26 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section
404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water
quality certificationfrom the N.C. Division of Environmental Management, telephone [phone]. For any
activity within the twenty coastal counties, before beginning work you must contact the N. C. Division of Coastal
Management, telephone [phone]:
Please.read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the. RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
If there are- any questions. regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit,. please contact the Corps Regulatory Official specified below.
Date April 16, 1999
Corps Regulatory Official-- Steve Chapin Telephone No. [phone]
Expiration Date of Verification September 1.5. 1999
cc: Wilbur Smith Associates
CESAW Form 591
Revised July 1995
CERTUFICATE OF PLAN APPROVAL
The posting of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute. 113A ® 57 (4)

4e? qz-;? 6n
Date of Plan Approval
Project Name and Location
AN lcaa,'
2

Regional Engineer
CHECK 87065
Inv. NO. Inv. Date
------------ - P.O.No. Sales Tax Inv. Amount
--------
101806 10/18/06 - -------- --------- ------------
.00 400.00
Desc.: PUMP STATION RD. BRIDGE fi MT. OLIVET RD. BRIDGE
Fund Account
45 4510.264 BRIDGE REPLACEMENT PART 400.00
Y

N
1
L
0
V
2 _ Cwb

CITY OF KANNAPOLIS 087065

NNJNAPOLJS. NC 28982 .

T111E DISBURSEMENT HAB BEEN APPR D
AS REQUIRED BV THE LOCAL OOJERNMENT 1 1 ,.
0 .I W

?... .. ,:-
B ETANDFIBCALCONTROL - CHECK. DATE'. AMOUNT
87065 10/24/06 $400.00
PAY EXACTLY WACHWk NA es+wD '
• * FOUR HUNDRED DOLLARS AND 00/100 * .uwuoi.ie.Nam+cnrouru aon ss1
BAY NC DENR 12583
TO°THE DIVISION OF WATE R QUALITY
ORDER -
'
OF: -
YaDAFIER4B DAY6 - ,.
008?065' ?:05316i0303,:26?288Oi2O194N'
.
DETAIL OF 2'-6" CONCRETE CURB AND GUTTE ~ i DATUM DESCRIPTION PROJECT REFERENCE N0. SHEET N0. RB AND GUTTER TRANSITION
TO BE USED IN CONJUNCTION WITH S CTION WITH STD. 846.01 THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT B~540 4
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY R!W SHEET
~ USE AT THE FOL N0. THE N.C.G.S. FOR MONUMENT "VOLTAGE" usE AT THE PoLLO,~nrlc wunoNS: WITH NAD 83 STATE PLANE COORDINATES OF ROADWAY DESIGN HYDRAULICS
~ r~_, R, - ~ ~ 13+43.90 l ~ ~ ~ tr. ~ 13+43.90 LT 6 RT NORTHING: 89607.32(m) EASTNG:463479.004(m) ENGINEER ENGINEER
C ~•I -
T 0 , .I 2 ~ ~ THE AVERAGE COMBINED GRID FACTOR USED THIS PROJECT (GROUND TO GRID) IS: 0.9998495
,a - THE N.C. LAMBERT GRID BEARING AND
i LOCALIZED HORIZONTAL GROUND DISTANCE FROM
VARIES VARIES ~ coNSrRUCnoN ~aNr ~aM "VOLTAGE" TO -L- STATION 10+00.00 IS
l8 MAX) ° , " I~RIELIMIN I$~ ~L~NS N05 31 54 E 2487.87 DO NOT USE FO CONSTRUCTION
i i ~ `1 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES BEGIN CONSTRUCTION Pty VERTICAL DATUM USED IS NGVD 29
DET Al L A - V DlT CH PLAN wEw POT 10+00,00 Y-I
f f ~ ~ ~'1 To-~ MOUNT OLIV ET RD. STA. 13 50 T 0 ST A, l4 47, LT zs- 25'TAPER
+ + TRANSI110N MOUNT OLI V ET RD. STA. 13 50 T 0 ST A.14 00, RT ~ +84.41 ~ 141 IM Sh~N ~ 141 F 'W . FapMen ~ ayelfrn ShtiM
9323' a~ spun A.auw N"~°,317~ s~un,?.~ N'. ~°'~47sm
D / STD. 2'-6' CONC. BE(1 M PROPOSED PAVEMd +14J8 PROPOSED PAVEA~ENT E
II CURB AND GUTTER 2 2• ~ . 1;~ 72.7a MARION CALDWELL +88.79 ' +22,97 DB.456 Pg.78
.D ' 51.94' - ~ III E 42.Oa (LT J
~ `V iF -
VARIES VARIES 5 FT• , ' I +18.48 ~ ~ I +49.59 E
I ~ I 51.78' ~ ~ ' (p 4728 E ~ ~ I /
`w VAR.TO 2 FT. ~ ~ I E ~ ~ ~ E , ~ ~
~ ~ ` E,_--- DITCH
- FT. BASE DITCH DETAIL B 2 _ n I E SEE DETAIL C s ~ N \ +26.44 ~ ' ' ~ , ~ INV. = 674.04
f + MOUNT OLI V ET RD. ST A.12 70 T 0 ST A.13 50, RT , +4 ~ 0 _ ' (62.00' LTJ 3.33,. ~ C _ _
J I N/F UPLANDS COMPANY, IN COMPANY. INC. '~'-.5.75' ~ - - - - _ +35.00 P ~ - - ~ f _ _ =
~ P D8.442 175 9• ~ ~ P ~ g.175 45.00 75-.00- ~ CLASS B RIPRAP _ _ -
2 4 3 TONS WITH ~ CPS r Q~~- ~ . ~ ~ / R 0
CLASS B RIPRAf 'R. ~i HLD 3 TONS W1TH 4SS B RIPRAP 10 SY FILTER FABRIC - I~ ~ N ~ - - TONS WITH ~ ' ' ~ L ~
12 ~ S , .i 8 ,I ~ . !0 SY FJLTER F~ r ~ a5 _ _ ~ _ SY FJLT ER FABRIC s / ~ ~ d ~ - ~ o P
= +44J3 .l~ - b ~ +75.31 END SHL'D.TAPER / E_X15~ - ' , m ~ w N
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91.49 i 'V DITCH INV. = 67122 ~ ' y g
VARIES 8 r! - s! TIE TO EXIST. (RE - ~ , ~ _ o +00.00 , ~ ~ _ rn - ~C
SEE DETAIL A ~ ' ~ ° rn ~ 1~l _ 45.00 ~ ,
DET Al L C - V Dl T CH WITH CLASS A RI PRAP ~ ~ +74.88 ~ _
M NT OLIV ET RD. STA. 15 +06 T 0 ST A.15 +70 LT = OU , i 45.00 -
li i I i ~ ~ tXiS - ~ - ~ D
~ I +43.90 END C '43.90 END C & G ~ i _ - F °
~ 20.50' (LTJ rya G n I • l E . ~ F , 2o.5a L J - " " _ _ ~
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~ VARIES VARIES ~e ~ ~ X25.09 X25.09 ~ PS ~ ~ - 30.00 2' ~ E
iW / 45.40 " - '
2 FT. ~ 45'40 1 e~ ~ F ~ e~ O~ ~ E~~/ +000
MOUNT OLI V ET RD. ST A.12 f25, RT BEGIN CULVERT - (TY J ~ ~ ~ 39.00 E
/ -
-TAI DIT H 12+54J7 DETAIL D L C W ~ . P ~P ~ ~ o ~ ~ ~
f +61J5 ~1~. i
+4397!; ~ 45.40' 9 1 s~,
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PROPOSED F AR I P N/ C OLNA CEMETERY ARK ORP RATION C 0 GUARDRAIL _ ~ ~ - PoT 10+92.99 Y-1=
D6.169 Pg,261 +53.36 ~ rn . ~ a POC 14154,72 -L-
+3024 ~ / 30.00' +38J1 END SHL'D.TAPER + N Q END CONSTRUCTION
CONC.CURB , AND GUTTER 36J4 , , - "o ~ 14.00' (RTJ NOTES ~ ~ -
i ~ ~ ~ < / +50'~ ~ 1. FOR PROFILE OF: EE
'V'DITCH - S SHEET N0: ~ 30'~ MT. OLIVET RD. 5 c SEE DETAIL A
SLOPE STAKE ~ TYPE 350 GRAD ~ E ~ PE ,350 GRAD +44.00 SERVICE RD. 5
+95.32 ~ ~ _ 5 ~ a - - ~ 31.59 - ~ 2. FOR CROSS SECTIONS OF: SEE SHEET N0: ~ !
37.04' i ~ i +4390 ND C & G } MT. OLIVET RD. X-1 TO X-3 ~ 'a
i ~ -n T! T XI TIN E OE S G N ~ ~ 205a !RT J O SERVICE RD. X-4 _ o
+5928 END C & G F 8 ~ E ~r 8 fir- ~ i 3. FOR UTILITY PLANS OF: SEE SHEET N0:
18.00' (LTI +67J7 ~ ~ ~ 36.63'' ~ ~ ~ REMOVE AND RESET MT. OLIVET RD. U-1 ~
+49.41 - ~ ~ N E i ~ CHA1N UNK FENCE SERVICE RD. i COORD.~ IN% OWNER
~ t / 4823 ~ EMW PROPERTIES, LLC 4. FOR RCBC STRUCTURE PLANS OF: SEE SHEET N0:
i c, , ~ ' DB I P MT. OLIVET RD. C-1 TO C-5 ~ .803 g.173
4 CLASS B RlPRAP ~
i ~ .L ~ ~ 3 TONS WITH !0 SY FILTER FABRIC
~ ' ~2~•6 / r; Q 2' BASE i
+99.41 i : V i Ivy ~ G DITCH
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R ~ ~ 3 ~ +12.49 ~ END CULVERT ~
G i ~ ~ 2 GO I ~ +75.00 ~Z ~ ~ 2. +75.00 ~ ~ MART 82.79' (LTJ O i 12+83,61:' ~ ON CALDWELL
/ APE P +14J5 60.00 60,00 ,DB.456 Pg.78 ~ i _ i
120 ~ ~ 30.00' 2 - 12' -f~ - ~ 'PRO OSED ~ 2 12' X 6 ~ ~ +49.73 ,
~ ~ ~ ~ ~ ~ . W RCBC W RCBC GUARDRAIL REGRADE ORNE W/ 6" , . 5128 SLOPE STAKE ~
~ ~ +10.42 .o ~ F FOR UMITS OF CONST, T'ION 1
~ N ~ 47J7' e--~--=~ r' ~ ,'l ~ ~
+50.00 ~ - ~ _ ';~I
30.00' ~ ~ i I ~ ~~7~
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F +00.00 ~ ~ ~ CONC. CURB ~ W P.l.- 15+50.57 F , , _ i w _ ;h ~ ~ r', ~~i i i
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,7~. ~ Dc 9 59'51.3 E~ ~ F
~ +1439 ~ ~ e ~ _ ~ ~E_;--~ -I _ ` - _ _ Lc= 40.94' c~--- - - ~ _ NKN
/ 6 j E I ~ SLOPE STAKE ~ - ~ - ~1- - Z ~ 3o.oa l - =
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ADJUST F SEE DETAIL D - ~,t , ~ EXISTING 99J! ; , , T = 175.69' a ~ t~ 'J ~ _ _ o N
$ ~ ~ _ ~ ~ +0355 E 26,33 - 715 L S9 z .4
Y + 82.74 ~ 00.00 S.E.= 0.06 / ~ ~
+ E D.0 0 43.43 ~ TAPER NEW CHANN RNFF ~ u o 5ooa
20.00' e EL ~ ~ TYPE 350 GRAD AND TlE TO EXISTING
CHANNEL (TYPJ
T1E TO EXISTING
i +50,00 +5051 END C & G ~ ` _ _ - E y INT. R~' - ~ -
' ~ N ~ ~ 30.00' 18.00' (RTJ i k PT 17+15, 2 Fi
a ~ O ~ ~ o p
~ N/F CAROLINA CEMETERY PARK CORPORATION - ~ - C~ _
~ +00.00 - EXISTING C ~ DB.169 Pg.261 ~ ~v~ O 3o.oa
~ 8 TO REMAIN 30.00' ~ ~ SLOPE STAKE; ; ~ ~ + 1 ` O
+ 0.00 p , O POT 10+00.00 r 9.89 46.40' (r?T) ~ - E~p S AT E PROJECT B 354
O ~ 20.00' _ ~ _ R 26.95`
BEGIN STATE PROJECT B 3540 so - POT' 17+35.58

y
~i ~ I ~ ~ DETAI ; ~ L OF 2'-6" CONCRETE CURB AND GUTTER
~ rh i i'~, ; ~ TO BE USED AND GUTTER TRANSITION DATUM DESCRIPTION PROJECT REFERENCE N0, SHEET N0.
N C' N . QNJU CTION WITH STD : ION WITH STD. 846.01 THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 63540 4 IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
p~i USE AT THE FOLLOV THE N.C.G,S. FOR MONUMENT °VOLTAGE° RNV SHEET N0. use Ar nie wuo~nNC ~ounows: WITH
~ SH a,. ~3+~.9o u a NAD 83 STATE PLANE COORDINATES OF ROADWAY DESIGN HYDRAULICS a,- i3+~.9o u a ~r NORTHING: 189607.312(m) EASTING~ ENGINEER
q.•I ~ 0 ~ ~ .463479.004(m) ENGINEER
.I 2 ~ THE AVERAGE COMBINED GRID FACTOR USED THIS PROJECT
. i ,o y~' (GROUND TO GRID) IS: 0.9998495
~ L VARIES I THE N.C. LAMB R E T GRID BEARING AND LOCALIZED HORIZONTAL GROU
VARIES ND DISTANCE FROM ~r "VOLTAGE" TO -L- STATION 10+00.00 IS ! ~
(8 MAXJ ~ 1i CoNSTRUCiION JOINT C f; Nos°31'54"E 24 ~ ~ ~ ! i 1~R~LII~IN e .a7 RY I~I,AN5
' i .,3 DET Al L A - V Dl T CH k, ~ ~ ~ ~ ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZO no NoT vsE Fo CONSTRUCTION NTAL DISTANCES BEGIN CONS~`RU ~T ,
t' PUN VIEW MOUNT OUV ET RD. STA.13 f50 T 0 ST A.14 +47 T L i , ~ ~ td ia-o~ rurr wew C SON VERTICAL DATUM USED IS NGVD 29
i 25' TAP MOUNT OLI V ET RD. STA. 13 +50 T 0 ST A,14+00 RT ~ ~ ` zs~rweR ~ POT .10+00.00 ~ ~'-I
s TRANSITION ~ ~ +84.41 ~ ~ I ~ 1 u~
~ FapMwil Shut ~ 141 F Ye . ~ ay.Mwl Shut 93,23 ~ ub~ s~ e.~.w wbcii"~i4c034~~ s~ n.a~.w s~ i ~ ism
BERM STD.3-6 CONC. •I i PROPOSED PAVEMENT , CURB AND', GUTTER ~P ~roseo vw~eM s,°, ,+`I~JB
2. b~ 0 ~ r~ p 1 -7 ~,lll ~ ~ MgRIOM CALDWELL
" ~ n ~ ~ ~ +9879 ~ ~ +22.97`'. ~6.4~6 Pg.78 , _ ~ ~ e " ~ ~ (T1 51.94
- . 2.OQ' L ~ , ' . ~ ~ ~ r~ ~ + 48
5 FT, VARIES VARIES ~ ~ ~ ~ °s - pr---- ~ E ~ +49.59 ` _ t , p
O . ` 51.x$' 4 7 2~
~ VAR. TO 2 FT ~ I P i E, ~ ~ i ~ ~ C .
DET Al - ~ L B 2 FT. BASE DITCH ~ _ ~ ~ MM l e DITCH ,
f MOUNT I OLVTR + E D. ST A.12 70 T O T , , ' ' , !c~ ~I ~ , ~ EE_ DErAlL £ _ . ~ _ ~ ~ INV.= 6fi4.d4
S A.13 50, RT ~ ~ ~ , 26.44 , ' ~ r ~'~~+43.33. . ~ ¢62.U0' LTJ', ~ ~ , ~ ~ ~ _ -
U LANDS COMPAN Y INC. . )MPANY~ INC. ~ ''55.75' ~ ~ ~ ~ ~ ~ ~ +35.f10 ~ ~ P~
~ ~ D6.442 P .115 9 x.115 ' { ~ ~ ~ ~ ~ - [7~--~___- ~ 45,00 - ~~5.0+~ LASS B RIPRAP
~ i u 3 roNS w1TH ~ / RCP.: © ~~Q.QO-- - D
12 HLD R. ~ ccASS a RIPRAP ~ S ~ B ~ 3 TONS WITH B RIPRAP IO SY ALTER F~4BR1C ~ - / . I~ ~ _ - ~ _ _ ''I IS WITH
~ ~ 10 SY FILTER FABR FI T R F ~ / ; 85 O ~ ~ n L E ABR~ - - ~ lC J V1 1
I .
, +44J3 ' 13 75.31 END SHL D.TAPER / -r, : ' y,15~ - % cs, w N ' Q - TYPE 350 GRAD ~ t" ~ 14.000' fLTJ ~P , - ~ a
~ ~ ~ 91.49 ~V' ~~1~ VARIES ~ D B ~ ~ 'V' PITCH - ~ . ~ ~ ~ ~ INV. - 67122 j E.? " - ~ ~ - ` ~ ` + ( "
, i i ~1 Tl~ i EST, - " _ TI % TO Xl E ~ R - ~ o +00.00 0' ~ "
~ ~ ~ I ' SE'E DET AI L C - V DI T CH WITH CLASS 'A' RI PRAP N i - ' ~ ` SE'E DETAI i - - ~ ~ ~ . , . - o _ , L A ~ m I ~ ~ ~ o ~ 45,00 w ~ - ~ , ~ ~ ~ - -
~a , MOUNT OL1V ET RD. STA. 15 +06 T 0 ST A.15 +70 LT ~ ` ~ ` ~ ` _ , s +74.88 ' _
~ _ _ ~ - o ~ ~ ~ ~ , 4 5 ~ _ ,
i _ .~.ar,W _ _ ~I r _ - k_ ~
' e a ~ +43.90 N EDC G n ~ END C G ~ i - ` _ ' D _ - - F .
12 ~ 2050'1tT) 12 2• 050' 1LT1 / n?_ - $ F
~ ~ PC 13+7~ `r i ; ' ~ ~ J ~ - - - - 13+74.88 ~ _ _ ~ ~ _ ~ ;
<n o - +80J1 ~ i Z o0 o I _ ~ ~ ,1` - ~5 ~ - - ~ 4'r-.
9 ~~.91 W p 0 - _ , ~ '
~ ~ ~ ~ I, ~ - ' !i ~ _ _ , _ ~ _ ~ F
i - VARIES VARI , ES ~ I e
~ ~25.~9 ~ o ~ ~ +50,00 ,~~25.~9 rn , QS
o w ~ i 2 FT. ,W ~ ~ 45.40 2 , E 30,00 " 45.40 ; _
~ i s. Ci c~ _ _ _ , ~ F - e~
MOUNT OLI V ET RD. ST A. I f .I ~ ~ ' ~ ' I 2 25, RT _ ~ , BEGIN CULVERT r F TY ~ °s " ~ +00.00 ~ ~ E
DETAIL D TAIL DITCH 12+54.11 ~ ~ E 39.00 i _
o ~ f ~i
~ ~ I I t. ' +6IJ5 D ~
+43`97 ~ 45.40' 9 43A2'
PROPOSED ~ O ~ W
N/F CAROLINA CEMETERY PARK CORPORATION GUARDR ~ ' AIL ~ - ~ PoT i + _ 0 92.99 Y--1
DB.169 Pg.261 ~ +53.36 I° ~ ~ OC 14.54.72 L
+ ' ~ 3024 30.00' - = r CONC.CURB = ~ +38J1 END s~HL Q.TAPER +
AND GUTTER 36J4 ~ ~ ~ ' . •o i ~ ~ END CONSTRUCTION o 14.00' fRTJ , ° ~ NOTES ~ ' J -
~ +50.00
~ ~ ~ SLOPE STAKE ~ v~D11~y 1, FOR PROFILE OF: SEE SHEET N0. p ,
TYPE 350 GRAD i ~ ~ ~ ~i , + ° ~ SEE DETAIL A 30,00 MT, OLIVET RD. G + 5 E 350 GRAD 44.00 ~ SERVICE RD, - ~ 5
95.32 ~ ~ ~ 5 ~ 8 - 1 ~ ~i _ ~ i ~ 3159 i ~ - s2, FOR CROSS SECTI
37.04 i ~ r~:i ~ , ~ ONS OF' SEE SHEET N0: , , +43.90 ND C & G j MT. OLIVET RD. X-1 TO X~
Tl~ ~T0 EXISTING ~ ~ ! + F 5928 END C & G ~ , ~ ~ 8 ~Np " ' ~ 2050' (RTJ ~ SERVICE RD. X-4
~ n- 18.00'!LT) +67J7 ~ ~ ~ 8 ~ i ~ ~ ' 3. FOR UTILITY PLA
36.63' ~ ~ ~ ~ NS OF: SEE SHEET N0. ~ REMOVE AND RESET MT. OLIVET RD. U-1
+49.41 %ti~~ e - ~ CHAIN UNK FENCE SERVICE RD. U-1
4823` ~ ~ ~ ~ ~ i ~ ~o ~ COORD."W/ OWNER ~ 4. FOR RCBC STRUCTURE P
co ~i i ' EMW PROPERTIES, LLC LAMS OF: SEE SHEET N0: ' . D6.1803 P MT, OLIVET RD. C-1 TO C-5
~ ~ ~ ~r::; CLASS B R{PRAP ~ 9.173
i ~ r# ~ ' c ~ ~ i ~ V 3TN WIT } OS H O IO SY FILTER FABRIC O
~ i22 ~ 61 r; ~ +99.41 ~ , ~ 2' BASE i'
~ j~~ ~ ~ C 4530' ~ , , , ~ E~ '(d D1TCH
N RC ~ SEE DE~'AIL 8; " ~ <
~ P ~J PR ~ ~ - o c ~ RG 9• ~ ~ } END CULVERT +12.49
2 c 1 7 5.00 !2.. ~j tiP 7 ~ i +75.00 ~ ' ~ ~ 82. I2+83.6;' , MARION CALDWELL 9' LTJ O i
~ ~ 1 P +I4J5 ~ ~ 1 60.00 i ~ZO 60.00 ~ -..QB.456 Pg,78 ~ i~ cr!
,30.00' ~ ~ 2 - I 2' X 6' i ~ 2 - 12'X:.- 6' PRO OSED ~ ~ ~
i W% RCBC ~ i ~ ~ i I ~ + RCBC GUARDRAIL +49.73 1, i REGRADE DRNE W/ 6" AB i ' y.nr
10.42 / „ » N. i ~ 5128' SLOPE STAKE - , FOR UM1T S OF CONST ~ T1oN
47 J7 A V S N' ~i +50.00 '/-o ~ ~ _--E--~-=~ 1, ` l~ e ~ F , /
~ ~ ~ ,'l ~ ~ sir ~ '
30.00' ~ ~ ~ ' ~ ~ o• 'W ~ z~l
3 ~ ~ i O ------~'~T
_ = i ,Q
- 00.00 N i ~ e ~ - dONC C R , U B ~ w P.1.= 15+50.57 F -
30.00' ~ AND GUTTER ~ , i / b i ~ V ~i pc 05 30.1 (RT)
i ~ ~ ~ I ~ i + 14 3~ ~l l Dc- 9 59'57 - --g. R ~ .3 - - -E~x~~~-. ~ - - - _ cP
9 i 'i E / ~ 60.UG~ e ~ ! I ; _ - - - - - w ~ Lc= 340.94' - - - - - - ~ - _
'I i. ~;t ~ SLOPE STAKE ~ ~ i = / n ~ ~ - ~ , + _NKNOWN
~ TAIL DITCH ~ I ADJUST ~ e ~ ~ ~r +4,14 MK a Rc= 573.00' z ~ 3o.oa ~ - _ _
~ , , ~F', SEE DETAIL'~,D . X EITI S NG 1'~ 9J T = 175.69' - b ~ _ t~ ~ / , f I o b
~ ~ ~ ~ ~ ' ~ ~ ~ ~ +03,55 ~ ` -o ~ E = 26.33 ~ _ o - N 7r
gz. ~i ~ + ~ ,ii , i z L 59' 59.4 S.E,= 0,06 /
+00.0 00,00 82,74 ~ 43.43 ~ ' I i
20.00' e ~ TAPER NEW. CHANNEL ~ i'~ I ' ~ ' : TY P E 350 GRAU RUNOFF = 150.00' w
AND TIE TO EXl T! SN G 'i~ CHANN EL ITYPJ ~ ~ i I
I rIE r I O'EXISTIN ~ G ~ ~ +50.00 +50.51 ND C & G ! ~ ~I _ _
D ~
N ~ i~ i 30.00' 18.00' (RT1 N ~ ~ , = EXIST, Riw
o PT 17+15.82 F
N/F CAROLINA CEMETERY PARK CORPORATION ~ ~ ~ + ~ t~~
o ~ EXISr1NG CB f 00.00 ~ o ~ 8 TO REMAIN D6.169 Pg.261 , ~ O . +Oo .oo
~ 30.00': ~ ~ ~ _ I i I I ~ I i k O SLOPE STAKE, ~ ~ 30.00'
" +00.00 O u, t ~ ~ : PoT 1o+Qo.oo ~ , . O + p I ~
~o ~ ~ 2ooa _ Q o BEGIN STATE PROJECT B 3540 46.40' (RTJ ~ ~ - E~Ip -SATE PROJECT B 354
R 26,95' POT> 17+35.58

PROTECT REFERENCE NO. SHEET NO.
EROSION AND SEDIME NOTESa IMENT CONTROL MEASURES X54° E`_,
14W SHEEP NO.
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
I. REFER TO SHEET 4 FOR ADDITIONAL INFORMATION CONCERNING THE PROPOSED IMPROVEMENTS TO THE SITE. SYMBOL DESCRIPTION AND STANDARD N0.
2. ALL CLEARING AND GRADING IS TO BE COMPLETED WITHIN THE PROJECT LIMITS WHICH IS LIMITED TO THE TEMPORARY ~Y TEMPORARY SILT FENCE PRELII~IIN RY PL.~Ns
EASEMENT OR RIGHT-OF-WAY. NCDOT STANDARD DRAWING N0.1605.0/ oo HoT SSE Po ~oNSTR~~,oN
3. THE CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION TO ALL INLETS AS NEEDED. ALL EXISTING INLETS SHALL
SHALL ~ TEMPORARY ROCK SEDIMENT DAM TYPE - B
BE PROTECTED UNTIL REMOVED OR MODIFIED AND ALL PROPOSED INLETS SHALL BE PROTECTED UNTIL THE SITE IS STABILIZ STABILIZED. ~ NCDOT STANDARD DRAWING N0.1634.02 ~F.. ~
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT AND MAINTAINING THESE SEDIMENT CONTROL DEVICES FOR THE ENTIR HE ENTIRE ~ TEMPORARY STILLING BASIN
LENGTH OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING ALL TEMPORARY ERO AND SEDIMENT CONTROL DEVICES. THESE DEVICES SHALL BE REMOVED ONLY WHEN CONSTRUCTION IS COMPLETED AND THE CRY EROSION NCDOT STANDARD DRAWING N0.1630.04
SITE IS STABILIZED. VD THE
~ TEMPORARY ROCK IN~T SEDIMENT TRAP TYPE - C
4. INSTALL EROSION CONTROL MAT IN DITCHES AND ON DISTURBED STREAM BANKS. MAT SHALL CONSIST OF STRAW/COCONUT
COMBINATION WITH NETTING IN ACCORDANCE WITH THE SPECIFICATIONS. OCONUT NCDOT STANDARD DRAWING N0.1632.03
5. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WfTH SEEDING SCHEDULE ON THIS SHEET AND IN ACCORDANCE WIT ---s-- PROPOSED RIGHT-OF-WAY
NCDOT STANDARD SPECIFICATIONS. 4NCE WITH PROPOSED DRAINAGE INLET AND RCP
SEE SHEET 4 FOR ADDITIONAL INFORMATION
CONSTRUCTION SEQUENCE
- - - - ~ - - - - EXISTING DRAlNA6E INLET AND RCP
1. INSTALL TEMPORARY SILT FENCE AND OTHER EROSION CONTROL MEASURES SHOWN.
2. REMOVE EXISTING BRIDGE. PROPOSED RlP RAP (PERMANENT)
3. CONSTRUCT STILLING BASIN (20 CYl STD. DWG. N0.1630.04,
SPECIAL STILLING BASIN NCDOT STD. DWG. N0.1630.06
OR USE SPECIAL ST /CLING BASIN STD. OWG. N0.1630.06.
4. INSTALL TEMPORARY IMPERVIOUS DIKES AND 2 - 30" PVC PIPES TO DIVERT FLOW.
SUSPEND PIPES ABOVE BOTTOM OF CULVERT THROUGH BARREL AS SHOWN. PROJECT LIMITS A
SEE NOTE 2 ~ '
5. DEWATER CULVERT EXCAVATION. ~t StDPE STaCE / ~
6. CONSTRUCT RCBC. STAKENP)LOPE ; y 7. COMPLETE ROADWAY.
y 1 C ~
N
~ ~ ' ~ \ s35W \ r~/ ~ 45.W s]5A0 _________-8'PLP ~~___F/_______,
1 V 30.00 - - I
STREAM BANKS WILL BE SEEDED ~z ~ EXISTlN6 BRl06E ~
AS SHOWN ON THIS SHEET (TYPJ ~ TO BE REMOVED ~
~ i
30'xl4'x3' °4ge ' ~ ~ "
IMPERVIOUS DIKE 4' WEIR ~ , 1 - 'F C,
W/ 2 - 30" PVC PIPE I I _ 'J
~ CONC _ _ _ _ . _ Ppft \NG _ _ _ SIA°E 5(AIfE _ _ _ _ ` ~ V
~
STORAGE 20 CY ~ f LNG ~ o PDT 17(35.58 f
SEE CONST.SEQUENCE NOTE 3
EXISTING
DIVERT EXISTING GUTTER FLOW ' \ g PAVEMENT (TYP)
UNTIL PROPOSED STORM DRAINAGE 00 i
SYSTEM lS INSTALLED.
38'"xl2'x3' s,~E n . ' 4' WEIR ~ ~
j`~EMPORARY EASMENT

/ F 8
TEMPORARY SEEDING SCHEDULE
PROJECT UMITS ~S
4 SEE NOTE 2 TYPE PER ACRE
c R~ P ° SUMMER - GERMAIN MILLET 40 LBS
0
O FERTILIZER 10-10-10 750 LBS
AGRICULTURAL LIME 2000 LBS
~2ROPOS~C~DOg BL6d LONG STRAW MULCH 4000 LBS
i
F 1 ~i
F IMPERVIOUS DIKE
~~9~9 W/2 - 30" PVC PIPES PERMANENT SEEDING SCHEDULE
save nnre E0O'~ i
iL a`Q / OO
TYPE PER ACRE
TALL FESCUE 200 LBS
2'' ,
ONERT FLOW FROM BETWEEN MAY IAND AUG. 15 ADD SUDANGRASS I5 LBS
_ _ _ _ / ``gip"` EXISTING RCP UNTIL BETWEEN AUG. IS AND MAY I ADD RYE (GRAIN) 40 LBS
CB N0.6 AND OUTFALL
l POT 10+00.00 SEE SHEET 4TRUCTEO.
AGRICULTURAL LIME 4000 LBS
~3 ~O FERTILIZER 10-10-10 1000 LBS CELLULOSE FIBER MULCH 1000 LBS
i~ NOTE: SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION ACTNITIES.
c
ALL SEEDING OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE W1TH 'EROSION
~g~ ex AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' (STATE OF N.CJ
SECTION 6J0.

PROJECT REFERENCE N0. SHEET N0.
' "CONCRETE CURB AND GUTTI . ; . DETAIL OF 2 DATUM DESCRIPTION 40 4 IRB AND GUTTER TRANSRION ~5
TO BE USED IN CONJUNCTION WITH S THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT CTION WITH STD. 846.01 ED ON THE STATE PLANE COORDINATES ESTABLISHED BY RJW SHEET N0.
IS BAS
c' ' USE AT THE F01 THE N.C.G.S. FOR MONUMENT "VOLTAGE" ROADWAY DESIGN HYDRAULICS use At rr+e Pouow~N~ wu`noNS: WITH NAD 83 STATE PLANE COORDINATES OF ENGINEER ENGINEER
~ -L- 13+43.90 -I,- I9+I3.9o u a Ri NORTHING:189607.312(m) EASTING:463479.004(m)
p R. SHL NED GRID FACTOR USED THIS PROJECT THE AVERAGE COMBI
:I ~ ~ 0 ~ (GROUND TO GRID) IS: 0.9998495
T , ~ 1d 2 THE N.C. LAMBERT GRID BEARING AND
~ LOCALIZED HORIZONTAL GROUND DISTANCE FROM
~ ; CONSTRUCTION JOINT " TO -L- STATION 10+00.00 Is hI$]ELII~IN I$Y I~L~NS VOLTAGE 101NT . ~ u
VARIES VARIES / ~ as ; N05 3154E 2487.87 DO NOT USE FO CONSTRUCTION (STANCES BEG,IN CONSTRUCTION
l8 MAX) - - PIAN v~Ew ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL D PLAN view VERTICAL DATUM USED S NGUD 29 POT IO+OO.OO Y-I
- H 1Tc VD A TAIL , E D
ion z. + 0 TO STA.14+47, LT 25'TAPER ~ 111 FgNM'0k StrNf S n~ 111 F 0e SfrM +84.41 ~ °~,"riaoa 1N Suits 1303 Smith A~.M RAIEIGFi, N. C.17601
T RD. STA. 13 5 TRANSRION MOUNT OLIVE + T A.14+00 RT 93.23' ahm smah,l.oci.t« RALEIGFt, N. C.17601
STA. 13 50 T 0 S , NT OLIVET RD. MOU +14J8
srD. z'-a• CONC. ~ UTTER PROPOSED PAVERA - E MARION CALDWELL +98.79 PROPOSED PAVEMEPR ~ , 1 T2.Ta D6.456 P ,78 ,
CURB AND G --l- BERM :1 ~ +22.97 9 51,94 _ ~ E 42.Oa (LTJ W ~ E~---
2 2• , _ ~ . " , , +18.48 +4959 e
.0
~ ~ ~ ~ _ , 51.7$ 4728' e ` ~ ~ C_--
lS , VARIES VAR E 5 FT•
~C.~ ~ E 'DITCH , ~ E SEE DETAIL C
T VAR.TO 2 F , - , N - 4 4 INV. - 67 .0 , ,
- H 2 FT .BASE D1T C + 6.44 ~ ' O - 2 _ +43.33, ~ ~ P
DET Al L B + T (62.OaLTJ ~ ~ ~ +35.00 _ _ ;~5.75 ~ - - - - ~TS.Ot? ; ~
+70 TO STA.13 50, R PANY i 1VET RD. STA.I2 N/F UPLANDS COM MOUNT OL S COMPANY, INC. ( ~ 45.00
DB.442 Pg.175 2 P .175 - ~ .00--~ D 9 CLASS B RIPRAP P~ ~~4 RC 0 'I
/ / , 3 TONS WITH ~ W / IB` N - , 10 SY FILTER FABRIC ~ ? ~ - ~ ' ~ n LASS B RIPRAP LF
2 4 ~ ~ class e RlPR~ 3 TONS WITH TONS WITH ~~~'X~. ' 85 - - ~ b o
'R fl HLD ' 10 SY FILTER f S 12 ~ 8 ;I SY / , ~,1 - ' w ro FILTER FABRIC F XIS, Q - ~ o
i ~ - , +44J3 ' TAPER ~ - ~ +75.31 END SHL D. ~ - ~ - ~ ~ +44J3 ~ ~ f
T: , 91.49 TYPE 350 GRAD ~P 14.000' (LTJ 91.49 N' PITCH INV. = 671.22 : / ~ - - ~ - - ono
~ (R~ m
/ ARIES ~ V 8 TIE TO EXIST. ',i - 1 y~ - °o - ~0 ~ ~ ~ - SEE DETAIL A +00.00 - ~ . , r x. - -
_i i ' ti 45.U0
- ITH CLASS A RIPRAP +74.88 ~ - - - ,W
AIL C V DITCH W ~ ~ , DET 45,00 i p~~~~ ~ ° ~ ~ i - .
+ A 15+70 LT TO ST. T RD. STA. 15 06 MOUNT OLIV E i F
~ ~ ~ ~ +4 END m 390 20.5alLTJ 43.90 E D - ~ / F - N + 205a (LTJ
ti I ~ ~ PC l~ - ,
12 2 12 PC 13+74.88 ~ O
,i +80J1 ~ O ~y'` ~ 8. J,-
o = 9091 - - ~ - h - ;r - _ i F _ / i
a o o ~ a~ ~ Z ~ +50.00
0 F 0 30.00 ~ ~ 6' QS ~ ~
~25.U9 ARIES VARIES V ~25.U9
W ~ 45.40 oc i ~ 45.90 , . ~ ~ F e +00.00
T. 2F ~ ~ ~ E~ s ~ 39.00
:I ~ , ~ T - (TY J ~ ~ v ~ E /
~ BEGIN CULV ER ~ RD. STA. 12+~5, RT MOUNT OLIVET i ,P5 ~ ~ ~ - ~ .
+ 4 T ~ , PS 125J W TAIL D -TAIL DITCH
DE I
+61J5 i + u 43.97 9 ~ _
45.4a 43.02' n ~ _ _ POT I0+92.99 Y-1 rn
PROPOSED - - + POC 14±54,72 L
N/F CAROLINA CEMETERY PARK CORPORATION GUARDRAIL / +53.36 ~ o - "o +38J1 END SHL D.TAPER END CONST DUCT ION ~ - N
DB.169 Pg.261 ~ 30Aa +3024 i I4~00' (RTJ NOTES
CONGCURB ~ ~ - 36J4 i ~ i ~ - ' ~ ` ° ~ +50~ 1. FOR PROFILE OF. SEE SHEET N0:
AND GUTTER ' i ~ 'V' DITCH ~ MT. OLIVET RD. 5 30.00
W ~ i j SEE DETAIL A SERYICE RD. 5
SLOPE STAKE i TYPE 350 GRAD ~ ~ PE ;350 GRAU , - ~ 3159 - 2. FOR CROSS SECTIONS OF: SEE SHEET N0.
+95.32 ~ 5 1 - 1 ~ i ~ ~ MT. OLIVET RD. X-1 TO X-3 ~
37,04' i i E / b e +4 . 0 ND C & G SERVICE RD. X-4 ~ 39 -ro 205alRTJ EET N0:
/ ~ i T!E TO EXISTING F I 8 ~ 3. FOR UTILITY PLANS OF: SEE SH 8 ~ _ u-i
+5928 END C & G ~ i ~ MT. OLIVET RD. REMOVE AND RESET SERVICE RD. U-1
+67J7 ~ ~ ~ 18.00' (LT) ~ ~ ~ ~ ' 'I ~ N CHAIN LINK FE CE
36.63 ~ ~ N , , - ~ " ~ CO.ORD. W? OWNER 4. FOR RCBC STRUCTURE PLANS OF. SEE SHEET N0: i EMW PROPERTIES, LLC MT. OLIVET RD. C-1 TO C-5
+49.41 ~ ~ ~ i E ~ ~ E i DB.1803 P .173
4823 ~ i i ~ 9 ~ CLASS B RIPRAP k
G ~ ! ~ ~ ~ ~ i 4 3 TONS WITH
~ , g 10 SY FILTER FABRIC
,1, ~ ~ r '22 , 6 , r; ~ 2' BASE DITCH
+99.41 i : p C i SEE DETAIL B " ~
t~ T +12.49 ~ i 82.79' fLTJ ~ ~
R 3 ~ ~ END CULVERT ~ MARION CALDWELL ',g ~
cP 9• o~ 2' +7. ~ ~ ~ ~ ; ~ ~ r 60.E +75.00 (83.61 ~ DB.456 Pg.78 U'_ i 12
1P ~ . +14J5 / P a, ~ _ 60.00 ~ ~ + _ ~ ' PROPOSED 49.73 REGRADE DRNE W/ 6' ~ ~ ~
~ 3 2 ~ X20 ~ 30.Oa _ RCBi 2 l2' X 6 C GUARDRAIL 5128' -SLOPE STAKE FOR OMITS OF CONST ~ TION RCB
i ~ 1
~ ~ ~ +10.42 ~ ~ i F ~.-E -E~~E E ~ ~l ~
'o ~ 47J7' / N i - i c~ l~ '
rnJ ~ i N ~i ar i i ~ ; W ~ \ ,
+ /~0 E W 50.00 ~ ~ ti, .^'1 ~ \ ~ ~ ~ _
30.Oa ~ ~ ~ ti l ~ ~1 'I ~ i - ~ F ~ ~
3 ~ PJ,= 15+50,57 ~ ~ '
~ ~F E W ~ ~ ~ , _ _ J.
~ ~ CONGCURB ~ +00.00 G ~ ~ AND GUTTER ~ ---y--- - ~ - - RCP D - ~ -
~ i 3o.oa c = 9'57,3 r ~ - _ Oc 9'S 1__-- ~ - _ NKNOWN
+14.39 e ,~A,. ~ / E - 340.94 n = - = - Lc 3ooa I
~ / 60.Oa e y ~ . / ~ ' Rc= 573,00' _ _
i SLOPE STAKE i TAIL DITCH j +45J4' ~~,N,-" , - T = 175.69' ~
~ e ~ SEE DETAIL D ADJUST , /F 99JI , o ~ N „ ~ - 7159' - -L 59.4 E - 26,33 z
1 ~ rn EXIST NG ~ +03.55
a ~ $ -o' 82.74 i S,E.= 0,06 / I~ b
Ate' +00.00 E RUNOFF - 150.00' ~
+00.0 43.43 ~ TAPER NEW CHANNEL ~ E 0 GRAD AND TIE TO EXISTING -I _ -
20.Oa ~ TYPE 35 - - ,
~ CHANNEL (TYPJ :.~~-w - E:~,1ST. RlW
TIE TO EXISTING ~ I ~ FI PT 17+15. 2
+ +50.51 END C & G ~ 50.D0 N ~ k ~
0 30.00' 18.Oa (RT J ~ N ~ O
o O _ +oo.oo ~1~..
~ AROLINA CEMETERY PARK CORPORATION ~ ~ N/F C ~ 30.Oa SLOPE STAKE; ;
~ +00.00 , EXISTING CB I' D8.169 Pg.261 ~ ~ O o ~ S ATE PROJECT B-354 4s.4a rRTJ EIUD
8 TO REMAIA~ ~ 30.Oa k ~ ~ R 26.95' :POT-~ Il +35.58
+oooo +00.00 0 POT l0
2o.oa T E PROJECT B 3540
~ ~ BEGIN STA Qo

r i DATUM DESCRIPTION PROJECT REFERENCE N0, SHEET N0. 4ND GLITTER TRANSITION
DETAIL OF 1'-6" CONCRETE CURB AND GUTTER TI ~ i THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 8-3540 4
N I N WITH STD. TO BE USED IN C NJU CT 0 0 )N WITH STD. 846.01 IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY RrW SHEET N0.
~ ~ , i ~ USE AT THE FOLLOWI ~ ~r rHe Fouow~N~ ~ocanoNS: THE N.C.G.S. FOR MONUMENT "VOLTAGE" ROADWAY DESIGN HYDRAULICS
li , ~ , ~ i; ~ ~ 13+13.90 LT 3 I ~ WITH NAD 83 STATE PLANE COORDINATES OF ~ is+~.9o ~r a xr ENGINEER ENGINEER
LD R ~ ~ SH ~i I ~ ~ ~ ~ NORTHING:189607,312(m) EASTING:463479.004(m)
0 ~ ~ ',1 ~ at ~i~ THE AVERAGE COMBINED GRID FACTOR USED THIS PROJECT (GROUND TO GRID) IS: 0.9998495
2 ~ t. ,a ,I , THE N.C. LAMBERT GRID BEARING AND
!r~~~ ~ ~ LOCALIZED HORIZONTAL GROUND DISTANCE FROM ~ j
VARIES VARIES ~ ' coNSTRUCnoN ~aNT " T GE" TO -L- STATION 10+00.00 IS ~ ~ voL A ; I~RIELIMIN R~ 1~L~NS
~ ~ ` ~ ir, .t~ r ~ k, (8 MAX) N05°31'54"E 2487.87' DQ NOT USE FO CONSTRUCTION
. i i I ' - ~ ~ 5~, PLAN VIEW ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES BEGIN ~'ONS7~PUOTION ~ VERTICAL DATUM USED IS NGVD 29
DET Al L A V DI T CH ~ , POT I(1 +00.00 Y-1
~ ~ i 10'-0' 25'TAPE NT OLIV ET RD. ST A, l3 +50 T 0 ST A.14 f 47, LT MOU 25'TAPER +
i ~ ~ TRANSI110N + 4+ RT NT OLIV ET RD, STA. 13 50 T 0 ST A. I 00, MOU 441 8. 6It iw shw 1 w s~,~ •
~ I ~ ' 1 ~ 9323' ~ ilhu Smith Arao.tn N~ C~ 17601 Smith Aroada RAIfIGN, N~ C. 17601 ~s fi14J8I
~ STD.2'-br CONC. bseo Pw~r ~ e I ' ~ MARION CALDW~LL
RM ! ~ URB D` TIER PROPOSED PAVEM~IT BE ~ AN Z 1 ~~~.7~' +9879 i .;,+22,97`'- pB.4~6 ~Pg.78
.0 ~ ' ~ 51.94' e { ~ ~ ~ -^42.00' (LTJ
~ ~?`'~'~`F'~~ i I~ ; Er--= ~ - ~ - , , ; +18.48, +49.59- . , e
Cl: t; ; , ~ 51.8 o , i
5 FT, VARIES VARIES ~s ~ ~ , ~ ~ . , ,4728 ~ ~ ~ C ~ ~ i~ - . ~ ~ e
x~ - VAR. TO 2 FT. ~ , ~ ~ - is t r r , ,r ~V ~ , i ~ ~ M ~ ,
~ ~ , e ~ SEE . DETAIL £
~ ~ DETAIL B 2 FT. BASE DITCH `(NV.`= 674.44 . o r , _ ~ _ X26.44
p T RD. ST A. I2 +70 T 0 ST A. l3 +50, RT ~ ' " 1V 1 T L E N 0 U MO + ~ , , ~ Q ~ _ ~ _ 43.33,- ~ ~ - - ~ ~ F - 862.00' LTJ ' ~ ~ _ _ - ~ - ~ ~ ~ +35,00
, N/F UPLANDS COMPANY INC. ~ , , , - ~ 1 )MPANY, INC. ~ ~ ~-5.75' ~ ~ ~ ~ _ _ - - - ~1 _ _ ~ 45.00._ .00 - _
9 ~ ~ 06.442 P .175 ~ ~ - i , ~ .175 J ~ CLASS ~ B RIPRAP~-- ~ ~ ~ ~ = - -
i i ~ ~ I - ~ 2 4 , TH ~ CP p ~ ;~3Q~0-- 3 TONS Wl v, ~ ~ ~ R ~ _ ,i , _ ~ a° ~ ~
~ CLASS B RIPRAP u ~ ~ , 3 TONS WITH ~D'R. B RIPRAP !0 SY ALTER FABRIC e,, ? ~ = _ - 'S WITH ~ - - ~
SH ~ > 12 ~ B q,I - ' IO SY FILTER FABR~ FILTER FABRIC ~ ~ ~ ~ / ~ _ W , , _ o o ~ N
T. ' w +75.31 END SHL D.TAPER f,, ~x ~ - cn >s 4 t3 G' R o
~ 91.49 , , TYPE 350 GRAD ~ ~ ~P . - _ - ~ ~ ) - ~ r 14.000' (LTJ ~ ~ , , , E - ~ - + ~
V pl i ~ ~ r v DITCH , ~ -INV. = s~122 - ~ z (RE ~ ~ - b o
i i TI ~I VARIES 8 ~ SEE TfP TO EXIST. ~ i ~ ~0~ D D ~ ~ ° - f~l S~'E DETAIL A +0 t , - ~ ~ ~ ; ~ - ° ~
~ ~ _ , - ~ ~ _ . 45.00
C - V DITCH WITH CLASS A RIPRAP ~ ! ; ; , DET AIL +74.88 ~ . o _ ~ V ~ ~ ;
I - ~ ~ , LIV ET RD. STA. 15 +06 T 0 ST A. I5 f70, LT MOUNT 0 45,Q0 ~ T , R %W_ ~ ~ ~T~ , t X15 _
'E D i .
~ ~ ~ I ~ +43.90 END C l T' 4~ ~0 END C G ~ i N F _ F
2o.5a rLr! ll ,d ~i 1 ~ , 050' (LTJ i ~ ~ - ' - ' ~ ~ - 0~ - _ - - , ~ -
l2 1 ~ ~ ~ . . ~ + P 1 7 C3 12 2 2• / PC I3+74.$8 ~ t - ~ 1, - ~ i ~ ii' - - ry / - ~ ,,t,~
L• +SOJI . ~ ~ 'i ~ ~ ~ ~ ' ~ - ~ ,y %
oo a - W 909! o
O 0 Z FIB ~ F ~ i i I; ~ 1 i ~ - ~i ~ -i - ~ ~ ~
I' H h s7 . t ~ i ~ ~ + ~ - ~ ~ 50,00
I!~ I ~ I VARIES VARIES 25.9 ' °s S ~ 30.00 ~ ~425.~9 P - E
~ ~ o ,W ~ ~ I ~ 45.40 ' 45.40 _ F
2 FT. e~ _ - +00.00 'O~ ~ „ ~ E~
~ i ~ ~ ' ~ ~ 39.00 _ / E
T A.12 f25 RT BEGIN CULVERT - rTr ~ F MOUNT OLIVET RD. S ~ i1 i_ /
l2 54.17 ~ , P DETAIL D TAIL DITCH W ~ ' ~p / ~ t~
I ~ ,
+61J5 +43 7 ' 9
~ 43A2' 45.40' I ~ G w P ~ _
PROPOSED ~ r N/F CAROLINA CEMETERY PARK CORPORATION GUARDRAIL / OT 10 92.99 Y-! - -
+53.3 ' ~ - . D8.169 P .261 ' ~ ' ~ ~ - ' - ~ POC 14±54.72 -L- +
9 ~ , +3024 ~ 30.OQ',' ~ ~ , _ ~ ~ . ~ ' +38J1 END SNL'Q.TAPER p - N ~ ~ END CONS'T~UCTION
CONC.CURB ~ , ~ o i 14,00' (RTJ NOTES p ~
AND GUTTER 36J4 ~ ~ , ~ - ~ f ~ ~ ~ ~ +50.00 - ~,i ~ 1, FOR PROFILE OF: SEE SHEET N0: ~ 'hDITCH 30.00 - MT. OLIVET RD. 5
i ' i SEE DETAIL A ' ~ ~ SERVICE RD.
~ ~ TYP 3 0 GRAD .SLOPE STAKE ~ ~ •.i E 5 0 ~ PE :350 GRAD s 5
+95.32 ~ S ~ i - 3159 - s2. FOR CROSS SECTIONS OF: SEE SHEET N0: i ~
37.04' ~ ~ ~ _ .rt. MT. OLIVET RD. X-1 TO X-3 ~ ~ ~ +43.90 ~ND C & G ~ SERVICE RD. X-d
i ~ ~ ~ ~ ~ " ~ b `N' TIE TO EXISTING ~ F ~ ~ ~ 8- ~ ~ -N= 2050'1RTJ ~ ~ ~
%+5928 END C & a ~ ' ' 8 ~ 3. FOR UTILITY PLANS OF: SEE SHEET N0: ~ '
18.00'rLT) 67J7 ~ ~ ~ ~ MT. OLIVET RD. U-1 REMOVE AND i?ESE~ I
36.6,E . ~ ; ~ ~ r +49.41, " ~ N ; ~ i CHAIN LINK- FENCE SERV CE RD. U-i i COORD. IN/ OWNER
4823` EMW PROPERTIES LLC 4, FOR RCBC STRUCTURE PLANS OF: SEE SHEET N0. i
0 m ~ i~ i DB.1803 P ,17" MT.OLIVET RD. C-1 TO C-5 g 3
~~o ~ t / 4 ~ _I i ~l / CLASS B RIPRAP ~ k
j / ~ 3 TONS WITH O R F RI O 10 SY FILTE AB C
,1. ~ ~ ~ X ~ ~ r22 , 6 i r ~ ' 2' BASE i
+99.41! i. ' G8 i , I~~ ~ 0 DITCH
~ E~ ~ 45.30^ i ~ ~ lR 7 ~ y ~ c' t i ~~S a GP SEE DE AIL B ' T ~ +12.49 '
3 ~ END CULVERT -
cP 9~ o~ ~ + G; i R ~ 2 G '2' 75.00 1`~ ~ ~ A + . < MARION CALDWELL 82.79' (LTJ O ~ 75.00 I2+83.61;
O ~ ~ ~ • ~ ~P ~ ~ ~ sooo ~ P +14J5 D .45 P 7 ~ 60.00 B 6 g.8 U± ~ i
1 0 2 - 12'X; i~~ .oa 30 2 'PROPOSED ~ ~ + ~ 2 - l2' X; ~ 6 49.73
~ ; , , ~I W RCBC : ; RCBC GUARDRAIL ~ REGRADE DRNE W/ 6 ~ 5128 SLOPE STAKE FOR LIMITS OF CONST, TION
4 12 0. ~ ~ ~ ~ i,~ v, 1a ET~~ i ` ,
b ~ / ~ N ~ 41J7 fi, S i ~ ~E~~ p it ~ .ii ~ c~
N' i ~ o - +50.00 - k ~ j1 ~ C . / ,
~ ~ ~ ~ Ai~ O ~ i W 4 30.00' ~ ~ ~ O I i O ii ~ "AN~
~ ~ , i / i N.' - ~ ~ ~ ~ ~ c~ . - ,1i ~ ~ - r d
3 ~ E ~ - r ~ 1h i - ~ PJ.= 15+50.57 F ~
~ F ~ ~ i ~ E; ~ ~''I'i W i a ~ i4 ~ ~ ~T _,i , - ~ 'h _ _
+00.00 , N ~ OONC. CURB ~ ~ , - ~ - 34'05 30.1 (RT1 ~ - ~ - , _ _ -
30.00'.•' ~ N- ~ ~ AND GUTTER ~ i~ ~ ~ ~ i ~ ~ i ~ / - ~ - - - _ RCP Dc- 559'51.3 ~ -I - - - - - - ~ F _ _ _
, + 14 .3 i'I ~'E r 9 Lc= 340.94' n--- - + --Kn~owN
/I ~ i so.oa E , - , Z 3ooa
~ ~ ~ ! ~ ~ SLOf?E STAKE i , TAIL DITCH ~ +R5J~' MN,= - Rc= 573.00' - - b _ o ~
! ~ ~ SEE DETAIL`~D ADJUST F , ~ ' ~ 9Jl'~ T - 115,69'
c ~ EXISTING ~rn ~ a ~ +03,55 _ N7r5 E 26.33 L S9 i z ,4
$ ~ ~ ~ ~ 82.4 I S.E.= 0.06 / I~ ~
+ ~i ,I ~ 00.00 +00.0 e ~ ~ ~ _ ~ o RUNOFF - 150.00' w
43.43 ! i i;~n ~ TAPER NEW, CHANNEL i ~
20.00' E TYPE 350 GRAD AND TlE TO EXISTING ; j _ -
CHANNEL(TY J ii P ~ j D ~ -
TIE TO EXISTING ~ ~ ~ I I ~ ~ +50,U0 +50.51 ~'ND C & G ~ ' ' ~i _ I _ I _ - , EXIT. ~iw -
~ ~ - ~ ~ I ,,I k r I lR 1 8.00' N ~ F ~ PT 17+15 2 ~ .8
30.00' i oa - ~ i~ ~ I - i__ ry .
k. I i ti ~ ~ ~ ~ - - - - ~ +00.00 "
~ ~ N/F CAROLINA CEMETERY PARK CORPORATION ti> ~ a j', ~ +00.00. ~ o ~ EXISTING B ~ l ~ P i ~ ° w> 0 SLOPE STAKED; 30.00'
c S ~ ~ D6.169 g.261 ~ ~ ~ ~ ~ ~ TO REMAIN 30.00' ~ ~ ' ~ ~ ~ , , , O + O I O -
Z ~ I k I ~ I ~ 4s.4a rRTI Ell p' S ATE PROJECT B 354
+ 0 00.0 f P I 0 00 To o , 0 o ~ ~ ,fit; R 26.95' ~
540 BEGIN STATE PROJECT ~ B 3 ~4 . POT 17+35.58

PROJECT REFERENCE NO. SHEET NO.
EROSION AND SEDIME )IMENT CONTROL MEASURES X540 E~_, RAN SHEEP NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NOTES:
SYMBOL DESCRIPT/ON AND STANDARD N0.
I. REFER TO SHEET 4 FOR ADDITIONAL INFORMATION CONCERNING THE PROPOSED IMPROVEMENTS TO THE SITE.
TEMPORARY SILT FENCE ~'RELIMIN RY l~L.~Ns
2. ALL CLEARING AND GRADING IS TO BE COMPLETED WITHIN THE PROJECT LIMITS WHICH IS LIMITED TO THE TEMPORARY ARY ~ NCDOT STANDARD DRAWING N0.1605.0/ ~ NOT SSE Ro ~oNSTRU~T,oN
EASEMENT OR RIGHT-OF-WAY.
~ TEMPORARY ROCK SEDIMENT DAM TYPE - B
3. THE CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION TO ALL INLETS AS NEEDED. ALL EXISTING INLETS SHAL BE PROTECTED UNTIL REMOVED OR MODIFIED AND ALL PROPOSED INLETS SHALL BE PROTECTED UNTIL THE SITE IS STABIL fS SHALL ~ NCDOT STANDARD DRAWING N0.1634.02
~ STABILIZED. ..~,w~.=~~ ,„.~.z,.~
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT AND MAINTAINING THESE SEDIMENT CONTROL DEVICES FOR THE ENT THE ENTIRE ~ TEMPORARY STILLING BASIN
LENGTH OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING ALL TEMPORARY ER AND SEDIMENT CONTROL DEVICES. THESE DEVICES SHALL BE REMOVED ONLY WHEN CONSTRUCTION IS COMPLETED AND THE GARY EROSION NCDOT STANDARD DRAWING N0.1630.04
SITE IS STABILIZED. AND THE
~ TEMPORARY ROCK INLET SEDIMENT TRAP TYPE - C
4. INSTALL EROSION CONTROL MAT IN DITCHES AND ON DISTURBED STREAM BANKS. MAT SHALL CONSIST OF STRAW/COCONU COMBINATION WITH NETTING IN ACCORDANCE WITH THE SPECIFICATIONS.
'COCONUT NCDOT STANDARD DRAWING N0.1632.03
fi PROPOSED RIGHT-OF-WAY
5. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE ON THIS SHEET AND IN ACCORDANCE NCDOT STANDARD SPECIFICATIONS. DANCE WITH PROPOSED DRAINAGE INLET AND RCP
SEE SHEET 4 FOR ADDITIONAL INFORMATION
CONSTRUCTION SEQUENCE
EXISTING DRAlNA6E INLET AND RCP
1. INSTALL TEMPORARY SILT FENCE AND OTHER EROSION CONTROL MEASURES SHOWN. PROPOSED RlP RAP (PERMANENT)
2. REMOVE EXISTING BRIDGE.
3. CONSTRUCT STILLING BASIN (20 CY) STD. DWG. N0.1630.04, O SPECIAL STILLING BASIN NCDOT STD. DWG. N0.1630.06
OR USE SPECIAL ST lLLING BASIN STD. DWG. N0.1630.06.
4. INSTALL TEMPORARY IMPERVIOUS DIKES AND 2 - 30" PVC PIPES TO DIVERT FLOW. A
PROJECT LIMITS
SUSPEND PIPES ABOVE BOTTOM OF CULVERT THROUGH BARREL AS SHOWN. SEE NOTE 2
5. DEWATER CULVERT EXCAVATION. 6. CONSTRUCT RCBC. PROPOSED SLOPE SLOPE STME / ~
~ ' /
C ~ ~
7. COMPLETE ROADWAY. STAKE (TYP) ~ N C
~ O \ ~ / -'~~i''
0 s35.W _ 1
4500 x]5.00 ~8' RCP _ _ _ _ . _ _ - F
~V 30A0 O.
~ STR AM z~ EXISTING BRIDGE ' ' ~ E BANKS WILL BE SEEDED TO BE REMOVED ~ ~ J
AS SHOWN ON THIS SHEET (TYPJ ~ ~ , , ~ . 30'xl4'x3' ~~°BB
4' WEIR MPERVIOUS DIKE I
W/ 2 - 30" PVC PIPE I ~ " - - - - - Nc sawe srarE
CONC PpftK~ F

STORAGE 20 CY I a"` o PDT 17+35.58 E
SEE CONST.SEQUENCE NOTE 3
} ~ EXISTlN6
DIVERT EXISTING GUTTER FLOW ~ g PAVEMENT (TYP)
UNTIL PROPOSED STORM DRAINAGE ~
SYSTEM lS INSTALLED.
~ .sow
38'"xl2'x3' ~E n , ' 4' WEIR ~ o
o j°~EMPORARY EASMENT
o . . 0
f ~ 8
TEMPORARY SEEDING SCHEDULE
~ ~ / / ~ PROJECT LIMITS
MITS
f ~ O SEE NOTE 2 2 TYPE PER ACRE
SUMMER - GERMAIN MILLET 40 LBS
`I R~ P $
/ / O~1V ~ p1P 6o1?J FERTILIZER 10-10-10 750 LBS
/ ` AGRICULTURAL LIME 2000 LBS
PROPOSED DOUBLE STRAW MULCH 4000 LBS
l2' X 6' RCBC 84'-6" LONG )NG
- a,
P`Q'/~~/ N ~ I ` } IMPERVIOUS DIKE
' / ~ .,<.~9 W/2 - 30" PVC PIPES PERMANENT SEEDING SCHEDULE
j~ SILWE SlACE
TYPE PER ACRE
' ~ i
TALL FESCUE 200 LBS
GP ~
BETWEEN MAY IAND AUG. 15 ADD SUDANGRASS IS LBS
? P~ ~ Ea / DNERT FLOW FROM
°`~P"` EXISTING RCP UNTIL BETWEEN AUG. IS AND MAY I ADD RYE (GRAIN) 40 LBS
CB N0.6 AND OUTFACE
O J O FERTILIZER 10-10-10 1000 LBS
~ l POT I0+00.00 SEE SHEET 4TRUCTED. AGRICULTURAL LIME 4000 LBS
CELLULOSE FIBER MULCH 1000 LBS
z
NOTE: SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION ACTNITIES.

ALL SEEDING OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH °EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' (STATE OF N.CJ
SECTION 6J0.